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Plans (45)
'MT ICS- W (I-841-14 St). c6 ' -c-. - RECEIVED DEC 1 i V118 CITY OF TIGARD BUILDING DIVISION I 54' 1 2' I 4' I 16' I 20' I 12' I 1-6' 1 13'6" I 16'1"12 I 18'4"4 I LIg N E 1 1 1 1 1 1 1 1 °! NI gII T EL, pill 1 1 0 1 IA T cis eG'i i1iI1iIIiii " ®I,®l� _ ® �1�®'.,1 0 I I®I ■N ■II.�1� 1ii 11IMPAII_P 1 8_ a _1'�1-III. , 1 of -c .I il /10 k;. IIllhIII11I :IU MEI83 iIM1iiii II �/ sa 1/ e5 ,1 ‘:5 WPM Pillallir J!I ,OIdlUI sitlitk®®P1n—satii �I��Ii�II�; 111.11E11113 1 �1� 11:1I A4 IvA5 1 3 S _1IA3 I Nry N 1 ..._... A2; FG1 I FG1A7 1t A __' J3 I I i i 0 Ill® _ i,2 212 12i 1 1111111 GM .. ,c. i I 1 Iw I ;� c 1-7' I 4' 8 6 I 34'6" I Customer:SOLSTICE CUSTOM HOMES 0 D o p Desc.: BUTTERFIELD PARK LOT 6 ,' m 07 ADDRESS: TRUSS cr'kr._ zz m Oz Designed by: IKE ISAKSON �r errs Sold To: TRUSS. , Job Info SOLSTICE CUSTOM HOMESCOMPONENTS Job#: 1018078 cn'''"E ',anu.5 '-'Em of Oregon,Inc. 5740 SW ARROW WOOD LN nnar s moon Salesman: IKE ISAKSON PORTLAND,OR 97225 PO Box 4.68 601 EAnhIerAvenue.Sults J Owner MASCORD 22199 Cornelius.Oregon 97115 Redmond.OR 97758 Email adeharpportCc igmail.cc (503W7-2118'{303}359-MU2 Fax ( 41)31C-205'(541)315-2154 Fur Contractor Contact ALAN Phone 503-709-2277 Job Information: P.O.#: BUTTERFIELDPARKLOT6 QUOTE I Loading: 25-7-0- 10 Dates TIGARD OR Date: 12/5/2018 Customer I S02277 Del.Date: ''°'°".':,"'" WoodTruss �•�ti�l i4�r�r M.r•.Irr. Qty Span Description Pitch OHL TC Size Truss Notes TC/BC OHR BC Size 1 38-06-00 A 6/0 00-00-00 2x4 1 -Ply 00-00-00 2x6 1 38-06-00 Al 6/ 0 00-00-00 2x4 1 -Ply 00-00-00 2x4 1 38-06-00 A2 6/0 00-00-00 2x4 1-Ply 00-00-00 2x4 1 38-06-00 A3 6/0 00-00-00 2x4 1-Ply 00-00-00 2x4 1 38-06-00 A4 6/0 00-00-00 2x4 1 -Ply 00-00-00 2x4 1 38-06-00 A5 6/0 00-00-00 2x4 1 -Ply 00-00-00 2x4 lA 2 38-06-00 A6 6/0 00-00-00 2x4 1 -Ply 00-00-00 2x4 4 36-06-00 A7 6/0 00-00-00 2x4 1 -Ply 00-00-00 2x4 i� 1 36-06-00 B 6/0 00-00-00 2x4 2-Ply 00-00-00 2x6 1 36-06-00 B1 6/0 00-00-00 2x4 1-Ply 00-00-00 2x4 1 36-06-00 B2 6/0 00-00-00 2x4 1-Ply 00-00-00 2x4 Ai-AIILI 1 36-06-00 B3 6/0 00-00-00 2x4 1-Ply 00-00-00 2x4 1 36-06-00 B4 6/0 00-00-00 2x4 1-Ply 00-00-00 2x4 iip 1 36-06-00 B5 6/0 00-00-00 2x4 1 -Ply00-00-00 2x411 .N zll H HomeBASE by Alpine Engineered Products,Inc. Job#1018078 Page 1 of 4 Qty Span Description Pitch OHL TC Size Truss Truss Notes TC/BC OHR BC Size 1 28-00-00 C 6/0 00-00-00 2x4 1 -Ply 00-00-00 2x6 1 28-00-00 Cl 6.00/0 00-00-00 2x4 '' "'"�'`"'""7'- 1 -PlY 00-00 00 2x4 _ fr 1 28-00-00 C2 6.00/0 00-00-00 2x4 1 -Ply 00-00-00 2x4 1 26-00-00 C3 6/0 00-00-00 2x4 1 -Ply 00-00-00 2x4 1 26-00-00 C4 6/0 00-00-00 2x4 2-Ply 00-00-00 2x8Klt- 1 15-04-00 D 6/0 00-00-00 2x4 1 -Ply 00-00-00 2x6 ,__1i/- ,.. � __ . 1 13-01-08 E 6/0 00-00-00 2x4 1 -Ply 00-00-00 2x6 -�- 1 12-07-08 El 6.00/0 00-00-00 2x4 >;' 1 -Ply 00-00-00 2x4 �' '� ii....._ ,..gair 3 11-03-01 FG1 13.4/0 00-00-00 2x4 f 1 -Ply 00-00-00 2x4 11 1 28-06-01 FG2 -13/0 00-00-00 2x4 1-Ply 00-00-00 2x4 1 28-06-01 FG3 0/0 00-00-00 2x4 1 -Ply 00-00-00 2x4 11111 1 11-03-12 FG4 13.4/-13 00-00-00 2x4 1 -Ply 00-00-00 2x4 i Ali — U :• 1 15-11-09 FG5 0/0 00-00-00 2x4 1 -Ply 00-00-00 2x4 D 8 U 8 0 U 1 03-01-15 FG6 13.4/0 00-00-00 2x4 1-Ply 00-00-00 2x4 '%ILS 1 23-11-08 G 6/0 00-00-00 2x4 1-Ply oo-00-00 2x6 I 1 23-11-08 G1 6/0 00-00-00 2x4 1-Ply 00-00-00 2x4 11 07-11-08 J 6.00/0 00-00-00 2x4 1-Ply 00-00-00 2x4 —terwwwwic- , 6 05-11-08 J1 6/0 00-00-00 2x4 A 1-Ply 00-00-00 2x4 34 07-11-04 X 6/0 00-00-00 2x4 1 -Ply 00-00-00 2x4 7 07-11-04 X1 6/0 00-00-00 2x4 1-Ply 00-00-00 2x4 .. i 1 05-11-04 X2 6/0 00-00-00 2x4 1 -Ply 00-00-00 2x4 � HomeBASE by Alpine Engineered Products,Inc. I Job#1018078 Page 2 of 4 Qty Span Description Pitch OHL TC Size Truss Truss Notes TC/BC OHR BC Size 1 05-11-04 X3 6/0 00-00-00 2x4 1 -Ply 00-00-00 2x6 3 05-11-04 X4 6/0 00-00-00 2x4 1-Ply 00-00-00 2x4 6 11-01-03 CG1 4.24/0 00-00-00 2x4 1-Ply 00-00-00 2x6 1 11-01-03 CG2 4.24/0 00-00-00 2x4 1 -Ply 00-00-00 2x6 �;;�+�, 2 11-01-09 CG3 4.24/0 00-00-00 2x4 1-Ply 00-00-00 2x6 / 2 08-03-04 CG4 4.24/0 00-00-00 2x4 1-Ply 00-00-00 2x6 1 08-03-10 CG5 4.24/0 00-00-00 2x4 1 -Ply 00-00-00 2x6 h 24 01-10-03 CJ1 6.00/0 00-00-00 2x4 /' 1-Ply 00-00-00 2x4 20 03-10-03 CJ2 6/0 00-00-00 2x4 1-Ply 00-00-00 2x4 ' 15 05-10-03 CJ3 6/0 00-00-00 2x4 1 -Ply 00-00-00 2x4 2 01-10-03 CJ4 6/0 00-00-00 2x4 1-Ply 00-00-00 2x4 yy T1 ey 1 03-10-03 CJ5 6/0 00-00-00 2x4 1-Ply 00-00-00 2x4 ,'= 2 03-10-03 CJ6 6/0 00-00-00 2x4 1 -Ply 00-00-00 2x4 2 05-10-03 CJ7 6/0 00-00-00 2x4 1 -Ply 00-00-00 2x4 /I -410 148 01-10-06 BP1 0/0 00-00-00 2x4 I 1-Ply 00-00-00 2x4 -----_= Han•er Qty Description Ext.Price 145 H2.5A 52 LUS24 3 MUS26 9 MUS28 HomeBASE by Alpine Engineered Products,Inc. Job#1018078 Page 3 of 4 Qty Span Description Pitch OHL TC Size Truss Truss Notes TC/BC OHR BC Size 66 TJC37 12 THJA26m .. 1 HGUS26-2 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 $11,284.06 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 $11,284.06 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 ym Pa ent Term 10 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 2.82 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#1018078 Page 4 of 4 ���EO PROpSSs e 1 GiNl�tc /O C[/ � 83294PE � 2 it �-- Alpine,an ITW Company 8351 Rovana Circle Sacramento,CA 95828 OREGON ALPINE- Phone:(800)877-3678(916)387-0116 Fax:(916)387-1110 ?34 `LLY 14 200'b C� nwmvcon+vnrr sacseals@itwbcg.com 'sell Tao* 12/06/2018 Renewal 6/30/2020 Site Information: Page 1: Customer: Truss Components of Oregon, Inc. Job Number: 1018078 Job Description: BUTTERFIELD PARK LOT 6 Address: TIGARD,OR Job Engineering Criteria: ,„ Design Code: IRC 2015 View Version: IRC 2015 JRef#: 1 WG N71750005 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,50 truss drawing(s)and 2 detail(s). Item Seal# Truss Item Seal# Truss 1 340.18.1440.06660 A 2 340.18.1440.22267 Al 3 340.18.1441.10963 A2 4 340.18.1442.08693 A3 5 340.18.1442.44443 A4 6 340.18.1443.28680 A5 7 340.18.1444.03473 A6 8 340.18.1447.42550 A7 9 340.18.1450.10430 B 10 340.18.1450.39683 B1 11 340.18.1451.10607 62 12 340.18.1451.14977 63 13 340.18.1452.30223 64 14 340.18.1453.32310 65 15 340.18.1456.40187 C 16 340.18.1506.49800 Cl 17 340.18.1507.11447 C2 18 340.18.1507.21600 C3 19 340.18.1510.17747 C4 20 340.18.1511.41197 D 21 340.18.1512.29790 E 22 340.18.1513.33607 El 23 340.18.1513.46320 FG1 24 340.18.1514.28520 FG2 a- 25 340.18.1514.55507 FG3 26 340.18.1515.22230 FG4 27 340.18.1515.26620 FG5 28 340.18.1515.30257 FG6 29 340.18.1515.44127 G 30 340.18.1517.06120 G1 31 340.18.1517.29647 J 32 340.18.1517.50820 J1 Printed 12/6/2018 3:36:16 PM AO's` PROpFss �.`p aG'!NEtc �0 4 83294PE 9 cr Alpine,an ITW Company / 8351 Rovana Circle f= Sacramento,CA 95828 OREGON A LPI NE- Phone:(800)877-3678(916)387-0116 Fax:(916)387-1110 'A4 „LLY 14 q0e t� e,c.«vvcorsvnw- sacseals@itwbcg.com seen Tao' 12/06/2018 Renewal 6/30/2020 Site Information: Page 2: Customer: Truss Components of Oregon, Inc. Job Number: 1018078 Job Description: BUTTERFIELD PARK LOT 6 Address: TIGARD,OR It'm Seal# Truss Item Seal# Truss 33 340.18.1518.16350 X 34 340.18.1518.36953 X1 35 340.18.1519.04310 X2 36 340.18.1519.39243 X3 37 340.18.1519.48280 X4 88 340.18.1519.59997 CG1 39 340.18.1521.04163 CG2 40 340.18.1521.16073 CG3 41 340.18.1522.12540 CG4 42 340.18.1522.51750 CG5 43 340.18.1523.06840 CJ1 44 340.18.1523.15620 CJ2 45 340.18.1523.22267 CJ3 46 340.18.1524.47043 CJ4 47 340.18.1524.57653 CJ5 48 340.18.1525.25410 CJ6 49 340.18.1525.40003 CJ7 50 340.18.1526.32277 BP1 Printed 12/6/2018 3:36:16 PM General Notes Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities: The design responsibilities assumed in the preparation of these design drawings are those specified in ANSI/TPI 1, Chapter 2; and the National Design Standard for Metal Plate Connected Wood Truss Construction, by the Truss Plate Institute. The truss component designs conform to the applicable provisions of ANSI/TPI 1 and NDS, the National Design Specification for Wood Construction by AF&PA. The truss component designs are based on the specified loading and dimension information furnished by others to the Truss Design Engineer. The Truss Design Engineer has no duty to independently verify the accuracy or completeness of the information provided by others and may rely on that information without liability. The responsibility for verification of that information remains with others neither employed nor controlled by the Truss Design Engineer. The Truss Design Engineer's seal and signature on the attached drawings, or cover page listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component designs and not for the technical information furnished by others which technical information and consequences thereof remain their sole responsibility. The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in accordance with ANSI/TPI 1 Chapter 2. The Building Designer is responsible for determining that the dimensions and loads for each truss component match those required by the plans and by the actual use of the individual component, and for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any additional factors required in the particular application. Truss components using metal connector plates with integral teeth shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to exceed 19% and/or cause corrosion of connector plates and other metal fasteners. The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss component design loads, inspection of the truss components before or after installation, the design of temporary or permanent bracing and their attachment required in the roof and/or floor systems, the design of diaphragms or shear walls, the design of load transfer connections to and from diaphragms and shear walls, the design of load transfer to the foundation, the design of connections for truss components to their bearing supports, the design of the bearing supports, installation of the truss components, observation of the truss component installation process, review of truss assembly procedures, sequencing of the truss component installation, construction means and methods, site and/or worker safety in the installation of the truss components and/or its connections. This document may be a high quality facsimile of the original engineering document which is a digitally signed electronic file with third party authentication. A wet or embossed seal copy of this engineering document is available upon request. Temporary Lateral Restraint and Bracing: Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters B1, B2, B7 and/or B10 (Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to and may not be relied upon for the temporary stability of the truss components during their installation. Permanent Lateral Restraint and Bracing: The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support of the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of BCSI chapters B3, B7 and/or B10, or as specified by the Building Designer or other Registered Design Professional. These drawings do not depict or specify installation/erection bracing, wind bracing, portal bracing or similar building stability bracing which are parts of the overall building design to be specified, designed and detailed by the Building Designer. Connector Plate Information: Alpine connector plates are made of ASTM A653 or ASTM A1063 galvanized steel with the following designations, gauges and grades: W=Wave, 20ga, grade 40; H=High Strength, 20ga, grade 60; S=Super Strength, 18ga, grade 60. Information on model code compliance is contained in the ICC Evaluation Service report ESR-1118, available on-line at www.icc-es.orq. Page 1 of 2 General Notes (continued) Key to Terms: Information provided on drawings reflects a summary of the pertinent information required for the truss design. Detailed information on load cases, reactions, member lengths, forces and members requiring permanent lateral support may be found in calculation sheets available upon written request. BCDL = Bottom Chord standard design Dead Load in pounds per square foot. BCLL= Bottom Chord standard design Live Load in pounds per square foot. Des Ld =total of TCLL, TCDL, BCLL and BCDL Design Load in pounds per square foot. HORZ(LL) = maximum Horizontal panel point deflection due to Live Load, in inches. HORZ(TL) = maximum Horizontal panel point long term deflection in inches, due to Total Load, including creep adjustment. HPL = additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds. LI#= user specified divisor for limiting span/deflection ratio for evaluation of actual L/defl value. L/defl = ratio of Length between bearings, in inches, divided by the immediate vertical Deflection, in inches, at the referenced panel point. Reported as 999 if greater than or equal to 999. Loc= Location, starting location of left end of bearing or panel point(joint) location of deflection. Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for of all load cases. Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for of all load cases. Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for of all load cases. NCBCLL = Non-Concurrent Bottom Chord design Live Load in pounds per square foot. PL=additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds. PLB = additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds PLT=additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds. PP = Panel Point. R = maximum downward design Reaction, in pounds, from all specified gravity load cases, at the indicated location (Loc). -R= maximum upward design Reaction, in pounds, from all specified gravity load cases, at the identified location (Loc). Rh = maximum horizontal design Reaction in either direction, in pounds, from all specified gravity load cases, at the indicated location (Loc). RL= maximum horizontal design Reaction in either direction, in pounds, from all specified non-gravity(wind or seismic) load cases, at the indicated location (Loc). Rw= maximum downward design Reaction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the identified location (Loc). TCDL=Top Chord standard design Dead Load in pounds per square foot. TCLL=Top Chord standard design Live Load in pounds per square foot. U = maximum Upward design reaction, in pounds, from all specified non-gravity(wind or seismic) load cases, at the indicated location (Loc). VERT(CL) = maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in inches. VERT(LL) = maximum Vertical panel point deflection in inches due to Live Load. VERT(TL) =maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment. W=Width of non-hanger bearing, in inches. Refer to ASCE-7 for Wind and Seismic abbreviations. Uppercase Acronyms not explained above are as defined in TPI 1. References: 1. AF&PA: American Forest& Paper Association, 1111 19th Street, NW, Suite 800, Washington, DC 20036; www.afandpa.orq. 2. ICC: International Code Council; www.iccsafe.orq. 3. Alpine, a division of ITW Building Components Group Inc.: 13723 Riverport Drive, Suite 200, Maryland Heights, MO 63043; www.alpineitw.com. 4. TPI: Truss Plate Institute, 218 North Lee Street, Suite 312, Alexandria, VA 22314;www.tpinst.orq. 5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison, WI 53719;www.sbcindustry.co Page 2 of 2 SEQN:298866 T22 HIPS Ply: 1 Job Number: 1018078 Cust:R7175 JRef: 1WGN71750005 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 6 DrwNo: 340.18.1440.06660 Truss Label: A JAK / RTT 12/06/2018 221 711"4 13'6"4 I 19'3" I 24'1112 30'6"12 I 36'3"4 I 38'6"1 2'2"1 58"857" 5'812 5'8"12 57" 5'8"8 2712 __ -8X8 _ 4 12 C m.-3X5 T2NH.3X4 H 3X5 T3 =6X8 T 6 7H w 9 iii e6X8 VILW1r 6X8 ih B W4 I iA�� W2 W1 3X5(A1) MI R Q P 0 N M L M K 1114X5 5X7 6X6 4X8 6X6 =5X73X5(A1) H0508 1114X5 H2, 1 34'6" 1 2'H 2712 58"8 H 57" 5'8"12 5'8"12 57" 5'8^8 2'2"1 2'2"1 7'11"4 13'6"4 19'3" 24'11"12 30'6"12 36'3"4 38'6"l 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): 0.357 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.605 E 675 240 R 2919 /- /- /- /311 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.075 C - - K 2919 /- /- /- /311 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:20.33 ft HORZ(TL): 0.181 C - - Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 R Brg Width=5.5 Min Req=2.7 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.855 K Brg Width=5.5 Min Req=2.7 Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.716 Bearings R&K are a rigid surface. Spacing:24.0" C&C Dist a:3.85 ft Rep Fac:Varies by Ld Case Max Web CSI:0.637 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:16.01.000.0327.16 B-C 503-4136 F-G 856 -6593 Lumber C-D 739-5787 G-H 739 -5785 D-E 856-6593 H-I 503 -4136 Top chord 2x4 HF#2:T2 2x4 DF-L 2400f-2.0E: E-F 856-6593 :T3 2x4 DF-L#1&Bet.: Bot chord 2x6 DF-L SS Webs 2x4 HF Std/Stud:W2,W12 2x4 DF-L#2: Maximum Bot Chord Forces Per Ply(lbs) :W4,W10 2x4 HF#2: Chords Tens.Comp. Chords Tens. Comp. Special Loads R-Q 448 -48 N-M 5840 -748 --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Q P 3634 -439 M-L 3634 439 TC:From 66 plf at 0.00 to 66 plf at 7.94 P-O 5842 -748 L-K 448 48 TC:From 33 plf at 7.94 to 33 plf at 30.56 O-N 5840 -748 TC:From 66 plf at 30.56 to 66 plf at 38.50 BC:From 20 plf at 0.00 to 20 plf at 7.95 Maximum Web Forces Per Ply(lbs) BC:From 10 plf at 7.95 to 10 plf at 30.55 Webs Tens.Comp. Webs Tens. Comp. BC:From 20 plf at 30.55 to 20 plf at 38.50 BC: 492 lb Conc.Load at 7.95,30.55 R-B 359-2728 O-G 925 -131 BC: 229 lb Conc.Load at 10.00,12.00,14.00,16.00 B-Q 3319 -395 G-M 118 -748 18.00,19.25,20.50,22.50,24.50,26.50,28.50 C-P 2658 -368 M-H 2656 -368 P-D 118 -746 L-I 3320 -395 Bottom Loading chord checked for 10.00 psf non-concurrent (�G��D�ROF�ss, D-O 923 -130 I-K 359 -2729 bbottom chord live load applied per IRC-15 section �� (0-83294P "G I N .• 441 Z L01.5. c 83294PE y Purlins /'� tr In lieu of structural panels use purlins to brace all flat _' TC @ 24"oc. Wind OREGON Wind loads and reactions based on MWFRS. �(� vet'14,200' et. Left and right cantilevers are exposed to wind es a ll Tart 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)ter 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 all have a proppeily attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insshall 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 ��_ drawings 160A-Z for standard plate positions. ALPINE LPI^' Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the M COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pageAN listing this drawing,indicates acceptance of pro-fessional engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per 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.tpinstorg;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SE N:298771 O T5 HIPS Ply: 1 Job Number. 1018078 Cust:R7175 JRef: 1 WGN71750005 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 6 DrwNo: 340.18.1440.22267 I Truss Label: Al JAK / RTT 12/06/2018 6'9" 9'11"4 I 16'1"3 I 22'4"13 28'6"12 I 31'9" ' 38'6" 6'9" 3'2"4 6'1"15 6'3"11 6'1"15 3'2"4 6'9" H - _ X9 —WS IM4.iE1NF. —--^i T 12 C 6 ,05X5 1) 5X5 G co 1 W° Mn W4 W6 1 • (a) (a) A H IS m 3X5(A1)/ � -3X5 N =4X5 =4X8 =3X10 =3M L K X5 3X5-3X5(A1) H 2' 1 34'6" 1 2'- 212 7'8"8 6'1"15 6'3"11 6'1"15 7'8"8 2'2"12 2'2"1 9'11"4 16'1"3 22'4"13 28'6"12 36'3"4 38'6'''1 Loading Criteria(psi) 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): 0.190 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.344 E 999 240 0 1649 /- /- /763 /32 /78 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.067 I - - I 1649 /- /- /763 /32 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL): 0.176 I - - Wind reactions based on MWFRS Mean Height:20.83 ft 0 Br Width=5.5 Min NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.09 Req=2.3 TCDL:4.2 psf I Br Width=5.5 Min Soffit: 2.00 Bldg Code: IRC 2015 Max TC CSI: 0.834 g Req=2.3 BCDL:6.0 psf Bearings 0&I are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.692 RepFac:Yes Max Web CSI: 0.635 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.85 ft 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 516 -241 E-F 549 -2897 Lumber B-C 479-2161 F-G 479 -2161 Top chord 2x4 HF#2 C-D 545-2869 G-H 517 -240 Bot chord 2x4 HF#2 D-E 548-2893 Webs 2x4 HF Std/Stud:W4,W6,W8 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on O-N 1706 -332 L-K 2903 -355 member. N-M 1949 -261 K-J 1947 -261 Loading M-L 2903 -355 J-I 1707 -333 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. PurlinsO-B 612-2348 E-K 140 -625 C-M 1187 -180 K-F 1213 -186 In lieu of structural panels use purlins to brace all flat M-D 158 -629 G-I 612 -2350 TC @ 24"oc. Wind op PROF Wind loads based on MWFRS with additional C&C R FS+S member design. `,4-�aG I N - �0 Left and right cantilevers are exposed to wind O 2 83294PE 9 . O .:REGO"13 ,...0 Q &Sell Ta rA 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.Box488 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)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 ^_ drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANIN 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 orolessronaf 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.tpinstorg;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org SEQN:298773 T19 HIPS Ply: 1 Job Number: 1018078 Cust:R7175 JRef: 1WGN71750005 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 6 DrwNo: 340.18.1441.10963 Truss Label: A2 JAK / RTT 12/06/2018 65" 11'11"4 19'3" 26'612 31'9" 38'6" 6'9" 52"4 7'3"12 7'3"12 I 5,2"4 6'9" H =5X5 1111.5DX4 T2 -5X5 12 - & . 6 V 05XiN77a 5X5 B`o • (a) ) A G 4'3 • .a I I 3X5(A1)' 03X5 3X5= 3X10 =3X5 3XX5H 3X5(A1) 4X8 -2' 1 34'6" A 2'--{ 2'2"1? 7'8" 9'4"4 9'4"4 7'8" 2'2"1 I 2'2"1 9'10"12 19'3" 287"4 36,3"4 38'6" 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): 0.142 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.252 D 999 240 M 1664 /- /- /770 /37 /94 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.059 H - - H 1664 /- /- /770 /37 I- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:21.33 ft HORZ(TL):0.147 H - - Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.2 psf Code!Misc Criteria Creep Factor:2.0 M Brg Width=5.5 Min Req=2.4 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.891 H Brg Width=5.5 Min Req=2.4 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.861 Bearings M&H are a rigid surface. RepFac:Yes Max Web CSI:0.640 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.85 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 453 -234 D-E 509 -2360 Lumber B-C 483-1998 E-F 483 -1998 C-D 509-2360 F-G 453 =2'S4' Top chord 2x4 HF#2:T2 2x4 HF#1&Bet.: Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:W4,W6 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing M-L 1664 -335 J-I 1740 -254 (a)Continuous lateral restraint equally spaced on L-K 1740 -253 I-H 1664 -336 member. K-J 1740 -254 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 624-2368 K-E 794 -123 Purlins C-K 794 -123 F-H 624 -2368 D-K 167 -806 In lieu of structural panels use purlins to brace all flat TC@24"oc. -- Wind so PROF Wind loads based on MWFRS with additional C&C C�G� '-`SS member design. �� �aG 1 N FFA �O Left and right cantilevers are exposed to wind C� 2 83294PE 9 OREGON A(, '00'14,2aob Qr ‘ Sell Tart 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.Box488 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporaryrl (503)357-2118 Et 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 ITW COMPANY truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pgie, listing this drawing indicates acceptance of oroessional engineering responsibility solely for the design shown. The suitability and use of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 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:298775 T26 HIPS Ply: 1Job Number: 1018078 Cust:R7175 JRef: 1WGN71750005 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 6 Truss Label: A3 13'11"4 DrwNo: 340.18.1442.08693 JAK / RTT 12/06/2018 6'9" I 193 24'6"12 31'9" 38'6" 6'9" 7'2"4 5'3"12 5'3"12 7'2"4 6,9„ =57 Ct:D 4 T2 m5X7 E 6 12 12 rn 5X5 W. 5X5 B F 80 ',.e\ W4 (a) a^3 ♦ .. G 3X5(A1)0 5 =3X5 --3X7J =3X5 '-3XX5--3X5(A1) =4X8 1----2' 1 346" A 2'H 22"1 7'8" 9'4"4 9'4"4 7'8" 2'2"1 2'2"1 9'10"12 19'3" 2874 I 36'3"4 38'6" 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 L/# 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): 0.210 D 999 240 M 1724 /- /- /775 /42 /111 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.060 H - - H 1724 /- /- /775 /42 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.139 H - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:21.83 ft Code/Misc Criteria CreepFactor:2.0 M Brg Width=5.5 Min Req2.5 TCDL:4.2 psf = Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.832 H Brg Width=5.5 Min Req=2.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.852 Bearings M&Hare a rigid surface. Spacing:24.0" C&C Dist a:3.85 ft Rep Fac:Yes Max Web CSI: 0.680 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 491 -2056 D-E 473 -1814 Lumber C-D 473-1814 E-F 491 -20.56 Top chord 2x4 HF#1&Bet .T2 2x4 HF#2: Maximum Bot Chord Forces Per Plylbs Bot chord 2x4 HF#2 (lbs) Webs 2x4 HF Std/Stud:W3,W4,W6,W7 2x4 HF#2: Chords Tens.Comp. Chords Tens. Comp. Bracing M-L 1809 -345 J-I 1597 -232 L-K 1597 -231 I-H 1808 -346 (a)Continuous lateral restraint equally spaced on K-J 1597 -232 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 651 -2515 K-E 485 -60 301.5. C-K 485 -60 F-H 651 -2515 Purlins D-K 91 -575 In lieu of structural panels use purlins to brace all flat TC@24"oc. Wind .so PROP . Wind loads based on MWFRS with additional C&C c� Ssi member design. `cp _AG 1 N F� "0 Left and right cantilevers are exposed to wind .9 <6. _11/ 83294PE r�lYrr OREGON �l� �''-Y 14,2pO� 2 sseII Ta') 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.Box488 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)kw 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. Refer to drawings 160A-Z for standard plate positions. A�LPPII NN Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the a 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 professronai engineering responsibility solely for the design design 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:298777 T27 HIPS Ply: 1 Job Number: 1018078 Gust:R7175 JRef: 1WGN71750005 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 6 DrwNo: 340.18.1442.44443 Truss Label: A4 JAK / RTT 12/06/2018 6'9" 13' 1511"4 22'6"12 256" 31'9" 38'6" 6'9" 6'3" 2,11"4 I 6,7"8 2'11"4 6'3" 6,9" =5X7 =5X7 D E _...__ T .. - ,3X5 3X5 y C F 12 6 V W7 5X5 (a) 5X5 io B G m I. W5 W6 (a) (a) A H y I v m iii � r • IM 3X5(A1)03X5 =3X5 =3X5 =3X7 =3X7 -3X5N M L K J 3X5=3X5(A1) I--2' A 34'6" A 2'H 221 7'8" s'o"e 67"8 6'0"8 78" 2'2"12 2'2"1 9'10"12 15'11"4 22'6"12 2874 36'3"4 38'6" 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): 0.132 M 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.214 M 999 240 O 1783 /- /- /777 /47 /127 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.066 I - - I 1783 /- /- /777 /47 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL): 0.149 I - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:22.33 ft Code/Misc Criteria Creep Factor:2.0 0 Brg Width=5.5 Min Req=2.6 TCDL:4.2 psf I Brg Width=5.5 Min Req2. Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.842 = 6 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.697 Bearings 0&I are a rigid surface. Spacing:24.0" C&C Dist a:3.85 ft Rep Fac:Yes Max Web CSI: 0.698 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 483-2224 E-F 490 -1853 Lumber C-D 493-1863 F-G 483 -2224 Top chord 2x4 HF#2 D-E 471 -1588 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:W5,W6,W7 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing O-N 1898 -329 L-K 1585 -181 (a)Continuous lateral restraint equally spaced on N-M 1795 -253 K-J 1794 -254 member. M-L 1585 -181 J-I 1898 -330 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. O-B 665-2583 E-K 579 -98 PurlinsC-M 176 -489 K-F 176 -488 M-D 582 -118 G-I 665 -2583 In lieu of structural panels use purlins to brace all flat TC @ 24"oc. Wind ckEo PROFF -- Wind loads based on MWFRS with additional C&C 4' S'6 member design. `Gj GIN F /0 Left and right cantilevers are exposed to wind (lr� �� A1C/ 83294PE fir'' . .. OREGON 1(� "</LY 14,200 QI SSeII Tare 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.Box488 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)Ter safety 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 proppeily attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE'� drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN 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 pro7suability essionaf engineering responsibility solely for the desi n shown. The subility 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:298779 T28 HIPS Ply: 1 Job Number: 1018078 Cust:R7175 JRef: 1WGN71750005 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 6 DrwNo: 340.18.1443.28680 Truss Label: A5 JAK / RTT 12/06/2018 6'9" 13' 17'11"4 I 20'6"12 25'6" 31'9" 38'6" 6'9" 6'3" 4'11"4 2'7"8 I 411"4 6'3" 6'9" H 5X5 E =5$5 3X5 3X5 3X5 D G 12 6 C. W5 W7 ti co a ,5X5 W4 `O *)i5 rn W8 W6 A7(a) (a) J =3X5(A1),..53X5 =3X5 =3X5 N3X7 =3X5 °3XX5K 3X5(A1) =3X7 I—2' A 34'6" A 2'—I 221 T8" 8,0"8 2'7"8II 8,0"8 7'8" 22"12 1 2'2"1 9'10"12 17'11"4 20'612 28'7'4 36,3"4 38,6"I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.147 0 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.234 0 999 240 Q 1842 /- /- /777 /52 /143 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.073 K - - K 1842 /- /- /777 /52 /- EXP:B Kzt:NA HORZ TL: 0.160 K - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height 22.83 ft ( ) NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 Q Brg Width=5.5 Min Req=2.7 TCDL:4.2 psf K Brg Width=5.5 Min Req=2.7 Soffit: 2.00 BCDL:6.0sf Bldg Code: IRC 2015 Max TC CSI: 0.714 P Bearings Q&K are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.684 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.85 ft Rep Fac:Yes Max Web CSI: 0.730 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 479-2384 F-G 472 -1931 Lumber C-D 483-2177 G-H 483 -2178 D-E 474-1939 H-I 478 -2385 Top chord 2x4 HF#2 E-F 466-1620 Bot chord 2x4 HF#2 #2 Webs 2x4 HF Std/Stud:W4,W5,W6,W7,W8 2x4 HF Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing Q-P 1984 -321 N-M 1618 -142 (a)Continuous lateral restraint equally spaced on P-O 1969 -257 M-L 1969 -258 member. O-N 1618 -142 L-K 1984 -322 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. Q-B 672-2701 F-M 558 -138 Purlins D-O 190 -568 M-G 189 -567 O-E 562 -117 I-K 672 -2702 In lieu of structural panels use purlins to brace all flat 4 TC@24"o0. QPRO Wind ,��E Fc`rS Wind loads based on MWFRS with additional C&C O�� _AG i N FF X02 member design. �Cr 'Q k/ 83294PE Left and right cantilevers are exposed to wind OREGON 114 `OLY14,2e� m *sell Tao'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.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 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 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 W COMPANY g, truss in conformance with ANSI/TPI 1,or for handlinshipping,installation and braciR ng of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of proTessronai 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:298730 T29 COMN Ply: 1 Job Number: 1018078 Cust:R7175 JRef: 1WGN71750005 FROM:IKE Qty: 2 BUTTERFIELD PARK LOT 6 Truss Label: A6 DiwNo: 340.18.1444.03473 JAK / RTT 12/06/2018 6'9" 13' 19'3" 25'6" 31'9" 38'6" 6'9" 6'3" 6'3" 6'3" 6'3" 6'9" -5X5 E 03X5 \3*3X5 12 3X50 F G C 6 5VX5 C. 5X5 I H i A (a) (a) I 43 0 Y W , =3X5(A1) 1'1O N M L K I'.1 0.3X5 =3X5 —4X8 =3X5 k3X5m3X5(A1) =3X7 1-'2' 1 34'6" A 2' I 22"12 7'8" 9'4"4 9'4"4 T8" 2212 2'2"l 9'10"12 19'3" 28'7"4 36'3"4 386" Loading Criteria(pat) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.119 M 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.203 M 999 240 O 1649 /- /- /775 /56 /154 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.058 J - - J 1649 /- /- /775 /56 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL): 0.140 J - - Wind reactions based on MWFRS Mean Height:23.16 ft NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 0 Brg Width=5.5 Min Req=2.3 J BrgWidth=5.5 Min Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.661 Req=2.3 Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.861 Bearings 0&J are a rigid surface. Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.85 ft Rep Fac:Yes Max Web CSI: 0.641 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 491 -1992 E-F 470 -1545 Lumber C-D 494-1829 F-G 494 -1829 Top chord 2x4 HF#2 D-E 470 -1545 G-H 491 -1992 BotchordF HF#2 Maximum Bot Chord Forces Per Ply 2x4 HF Std/Stud:W4,W5,W6 2x4 HF#2: (lbs ) Chords Tens.Comp. Chords Tens. Comp. Bracing O-N 1673 -318 L-K 1632 -260 (a)Continuous lateral restraint equally spaced on N-M 1632 -260 K-J 1673 -319 member. M-L 1632 -260 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. O-B 681 -2372 M-F 203 -512 Wind D-M 203 -512 H-J 681 -2372 E-M 884 -193 Wind loads based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind �o�e0 PROFES S sow -4G(NFF >O ,.._44/ 83294PE 9 .e1 OREGON (i VLY 14,20-� QJ sse!!Tang 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)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 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 drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN NW 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 pro-fessional engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 100 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 Elk SEQN:298766 T38 COMN Ply: 1 Job Number: 1018078 Gust:R7175 JRef: 1WGN71750005 FROM:IKE Qty: 4 BUTTERFIELD PARK LOT 6 DrwNo: 340.18.1447.42550 Truss Label: A7 JAK / RTT 12/06/2018 6'9" I 13' I 19'3" 258" 31'9" I 366" 6'9" 6,3" 6,3" 6'3" 6'3" 4'9" =5X5 E $3X5 '3x5 12 03X5D F 4.4 , 100, :5:5l'r *4.x.G • 1111.5.44 A B s(a' `a' "y T _ =3X5(A1) N =3X5 _3X7 X5 m3X5 1114X8 2' 1 345" j 271 3 T8" I 9'4"4 9'4"4 7'10"12 27 1 9'10"12 197 281"4 366" 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 U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.123 L 999 360 Loc R+ /R- I Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.210 L 999 240 N 1665 /- /- /779 /66 /149 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.060 I - - I 1461 /- /- /654 /67 I- EXP:B Kzt:NA HORZ(TL): 0.146 I Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:23.16 ft NCBCLL:10.00Code/Misc Criteria Creep Factor:2.0 N Brg Width=5.5 Min Req=2.4 TCDL:4.2 psf I Brg Width=- Min Req=- Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.660 Bearing N is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.849 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.65 ft Rep Fac:No Max Web CSI:0.649 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 488-2020 E-F 485 -1578 C-D 491 -1857 F-G 538 -2078 Lumber - -°-N D-E 468-1576 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 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 N-M 1694 -359 K-J 1695 -295 (a)Continuous lateral restraint equally spaced on M-L 1658 -303 J-I 1779 -398 member. L-K 1695 -295 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 301.5. N-B 676-2399 L-F 207 -560 D-L 199 -511 G-I 477 -2132 Wind E-L 917 -210 Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind ',e,sp PROp4 . f 83294PE 941 .0„,,...- OREGON /342/ 94,20 4 e °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.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installin and bracing. Refer to and follow the latest edition of BCSI(BuildingCORNELIUS OR 97113 q safety 9. 9. . (503)357-2118 Ext Component Safety Information,by TPI an SBCA)no'r sa ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathingand bottom chord shall have a prosefly attached lipid 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 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 nwcoMPANY 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 essronau engineering responsibility solely for the design shown. The suability FolsomBlvd.,Suite 10; w and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 880181amentCA 95826 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinsl.org;SBCA:www.sbcindustry.com;ICC: ww.iccsafe.org SEQN:298750 T25 HIPM Ply: 2 Job Number: 1018078 Gust:R7175 JRef: 1WGN71750005 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 6 DrwNo: 340.18.1450.10430 Truss Label: B JAK / RTT 12/06/2018 I S 5 2 Complete Trusses Required 2'58 4'5"8 711"4 131"12 18'4"4 20'4"0 257"7 31'2"13F36'6" 2,5"8I 2' I 3'5"12 5'2"8 52"8 2' I 53"3 57"7 'I 5.3"3 I =6X8 1111.5X4 =5X5 =4X5 =4X8 12 D E T2 F G H I J K T 6 L,..-- W2 - am 111 W2 C W10 co 04X8 i W9 W1 i (a)f iv 11111 ci V 1 T A i g� _ A v 1 a3 _ 1`X8 R =4X8H1010(SRS) V =3X5(A1)\5X7 6 w6XX10 =4X5 =5X7 1113X7 12 F-2' 1 34'6" 1 2,5,8 2' 3'5'12 I 5'2"8 52"8 7'3"3 57"7 5'3"3 2'5"8 4'5"8 7'11"4 13'1"12 18'4"4 25'7"7 31'2"13 36'6" 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 L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pt 21.2 Ce:1.1 VERT(LL): 0.368 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.626 F 652 240 V 3396 /- /- /- /405 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.112 D - - L 3457 /- /- /- /419 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL): 0.272 D - - Wind reactions based on MWFRS Mean Height:20.33 ft V BrgWidth=5.5 Min NCBCLL:0.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 Req=2.8 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.831 L Brg Width=- Min Req=- Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.943 Bearing V is a rigid surface. Spacing:24.0" C&C Dist a:3.65 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.955 Members not listed have forces less than 375# FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.000.0327.16 B-C 351 -2725 G-H 474 -3813 Lumber Plating Notes C-D 421 -3168 H-I 474 -3813 D-E 563-4433 I-J 403 -3299 Top chord 2x4 HF#2:T2 2x4 DF-L#2: All plates are 3X5 except as noted. E-F 633-5065 J-K 239 -1985 Bot chord 2x6 DF-L#2:B1 2x6 HF#2: F-G 632-5061 Webs 2x4 HF Std/Stud:W2,W17 2x4 HF#2: Purlins :W9,W10 2x4 DF-L Std/Stud: In lieu of structural panels use purlins to brace all flat :W11 2x6 HF#2: TC @ 24"oc. Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing Wind S-R 2478 -321 P-O 4157 -514 (a)Continuous lateral restraint equally spaced on Wind loads and reactions based on MWFRS. R-Q 2806 -371 O-N 3340 -409 member. Q-P 4488 -571 N-M 2068 -251 Right end vertical not exposed to wind pressure. Nailnote Left cantilever is exposed to wind Nail Schedule:0.131"x3",min.nails Maximum Web Forces Per Ply(lbs) Top Chord:1 Row @12.00"o.c. Webs Tens.Comp. Webs Tens. Comp. Bot Chord:1 Row @10.75"o.c. B-T 194-1463 G-U 247 -1862 Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails B-S 2457 -313 O-U 250 -1943 in each row to avoid splitting. S-C 66 -403 O-1 589 -81 Special Loads ��ieO PROF-FSS D-R 425 -60 I-N 89 -533 D-Q 1875 -220 N-J 1517 186 ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) O087 `oj G i N F /O E-P 663 -548-71 M- 2471 ,298 TC:From 66 plf at 0.00 to 66 plf at BC:From 20 plf at 0.00 to 20 plf at 36.50 2.46 �a �'Q 2 BC:From 22 plf at 2.46 to 22 plf at 4.46 4r i,,.83294PE P-G 2119 -268 K-L 195 -1555 BC:From 20 plf at 4.46 to 20 plf at 18.35 a -._--_ - BC:From 22 plf at 18.35 to 22 plf at 20.35 BC:From 20 plf at 20.35 to 20 plf at 36.50 BC: 587 lb Conc.Load at 7.95 OREGON BC: 216 lb Conc.Load at 10.00,12.00,14.00,16.00 18.00 13 BC: 229 lb Conc.Load at 22.00,24.00,26.00,28.00 4W ,,,,,LI'1 a 200°30.00,32.00,34.00,36.00 PL: 216 lb Conc.Load at(20.00,19.42) 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,byy�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, /111116 as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE P drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY truss in conformance with ANSI/I-PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of prolesslonal engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10i For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:swvw.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:298754 T18 HIPM Ply: 1 Job Number: 1018078 Oust:R7175 JRef: 1WGN71750005 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 6 DiwNo: 340.18.1450.39683 Truss Label: B1 JAK / RTT 12/06/2018 2'5"8 4'5"8I 9'11"4 14'1"12 , 18'4"4 20'4"4 25'9"7 31'0"13 36'6" 2'5 8 2' 5'5"12 4'2"8 4'2"8 2' I 5'5"3 5'3"7 5'5"3 =5p5 E —5F5 G H 111.5X4 J =5XK T 12 - - ,�I 0 - • T 612 c ", ,4X8 00 =NN B 2 `I _ - 1 l 4-3 A /S R —5X7 Q =5X10(SR»�, 3X5(A1) ;5X5 0 N M L 6 =6X8 =3X10 =5X5 12 Hz A 34'6" 25"8I 2' 5512 4,2"8 , 4,2"8 , 2' i 55"3 53"7 - 55"3 25'8 4'5"8 9'11"4 14'1"12 18'4"4 20'4" 25'9"7 31'0"13 36'6" 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): 0.257 P 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.442 P 924 240 T 1683 /- /- /789 /31 /95 BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.111 M - - L 1453 /- /- /596 /59 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL): 0.271 M - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:20.83 ft Code/Misc Criteria CreepFactor:2.0 T Brg Width=5.5 Min Req2.8 TCDL:4.2 psf = Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.515 L Brg Width=- Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.782 Bearing T is a rigid surface. Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.65 ft Rep Fac:Yes Max Web CSI: 0.948 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 648-2298 G-H 405 -2213 Lumber C-D 547-2472 H-I 405 -2213 D-E 607-2846 I-J 405 -2213 Top chord 2x4 HF#2 E-F 624-3159 J-K 241 -1365 Bot chord 2x4 HF#2 F-G 490-2548 Webs 2x4 HF Std/Stud:W2 2x4 HF#2: Plating Notes Maximum Bot Chord Forces Per Ply(lbs) All plates are 3X5 except as noted. Chords Tens.Comp. Chords Tens. Comp. Loading S-R 2085 -728 P-0 3525 -699 R-Q 2150 -540 0-N 2546 -490 Bottom chord checked for 10.00 psf non-concurrent Q-P 2887 -609 N-M 1433 -257 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 B-T 378-1485 F-0 354 -1611 TC @ 24"oc. B-S 2275 -581 G-N 118 -459 Wind D-Q 967 -124 N-J 1077 -204 QWind loads based on MWFRS with additional C&C p PRO E-E 1197 -585 J-M 2665 - 328 R� FF E-P 376 -39 M-K 1859 -328 member design. �,�' (� S'S, F-P 1341 -273 K-L 269 -1410 Right end vertical not exposed to wind pressure. G F Q2 Left cantilever is exposed to wind .� 83294P8�� OREGON �(, DULY 14,200 e SS�►I Tone 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,b TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per SCSI.Unless noted 00herwise,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 ^ drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the rvmvCOMPANY truss in conformance with ANSITPI 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 drawing for any structure is the responsibility of the Building Designer per ANSUTPI 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:298758 T15 HIPM Ply: 1 Job Number: 1018078 Cust:R7175 JRef: 1WGN71750005 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 6 DrwNo: 340.18.1451.10607 Truss Label: B2 JAK / RTT 12/06/2018 25"81 4'5'8_1 11'11"4 _ 18'4"4 , 20'4"A 25'9"7 31'0"13 366" 2'5 8 2' 7'5"12 6'5" 2' 5'5"3 5'3"7 55"3 m6XX6 1111.5X4 =5X7 =3X5 1111.5X4 =3X5 =5X5 D E F G H I J T -_ 'IN 1. �_ . 12 s1/ W1 W1, .03X5 in C W6 `� (a) r co cO ,4X8 w10 to i � _ ,..� 1 A �Q P Oi� = O F —5X7 =3X5 =6X10(SRS) 3X5(A1) ;5X5 6 z----_.5X7 =3R N X10 =5X5 1113X5 12 H 2' j 34'6" A 26"8 2' 7'5"12 66" 2' II 5'5'3 5'37 55"3 2'5"8I 46"6 11'11"4 18'4"4 20'4"$ 25'9"7 31'0"13 36'6" 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 Ioc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.186 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.320 E 999 240 R 1717 /- /- /802 /33 /116 BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.096 L - - K 1453 /- /- /601 /68 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.238 L - - Wind reactions based on MWFRS Mean Height 21.33 ft R BrgWidth=5.5 Min NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 Req=2.8 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.986 K Brg Width=- Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.708 Bearing R is a rigid surface. RepFac:Yes Max Web CSI: 0.828 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.65 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 684-2534 F-G 357 -1840 Lumber C-D 517-2438 G-H 357 -1840 D-E 540-2547 H-I 357 -1840 Top chord 2x4 HF#2 E-F 538-2537 I-J 210 -1133 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:W2,W6,W10,W12,W14 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing (a)Continuous lateral restraint equally spaced on Q-P 205 P-O 205 55 -805 N-M-530 M-L 112190 -438 90 -224 member. O-N 2340 -484 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. B-R 379-1518 F-M 122 -421 Purlins B-Q 2546 -633 M-I 988 -202 In lieu of structural panels use purlins to brace all flat D-O 01 -59 I-L 277 -11433 O-F 111 TC @ 24"oc. 09 -260 L-J 1696 315 DPROF N-F 232 -950 J-K 280 -1410 Wind 4;('e FSS, Wind loads based on MWFRS with additional C&C `g G i N /0 member design. 4a c41 2 Right end vertical not exposed to wind pressure. ,..C9 83294PE 7 Left cantilever is exposed to wind /"fir 6- 4111M- OREGON �4, SLY 14,20 *sell Ta" 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)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 bracinginstalled per BCSI sections B3,B7 or B10, /411 as applicable. Applplates to each face of truss and position as shown above and on the Joints Details, unless noted otherwise. Defer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN NW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of ro essiona engineeringresponsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the uilding 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 SEAN:298761 T23 HIPM Ply: 1 Job Number: 1018078 Cust:R7175 JRef: 1WGN71750005 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 6 DrwNo: 340.18.1451.14977 Truss Label: B3 JAK / RU 12/06/2018 2'S"8 4'5"8 8'7" 13'11"4 18'4"4 20'4"4 25'9'7 _ 31'0"13 36'6" 2'5 8 2' 4'1"8 5'4"4 4'S" 2' 5'S"3 5'3'7 553 E —5X5 1111.5FX4 =4G8 H III1.5X4 J 1113X7 T �... — 8 ni U ! — — 12 6 7 D W1 W1 co i n 1111.5X4 .(a) (a) i (a) 1 N ,4X8 C W11 n T A 1 as o�11R Q -6X10(SRi)� = _.. =3X5(A1) 5- S o 5X5 6 :-=----5X5 =3X10 -5X5 L 12 .----5X10(SRS) 1-2' i 346" "i 2'581 2' I 9'5"12 4'5" I 2' I 55"3 537 I 55,3 258 4'S"8 I 13'11"4 18'4"4 20'4"4 25'9"7 31'0"13 366" 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 IA Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.155 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.266 F 999 240 S 1683 /- /- /813 /35 /139 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.088 M - - L 1453 /- /- /607 /78 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.213 M - - Wind reactions based on MWFRS Mean Height:21.83 ft NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 S Brg Width=5.5 Min Req=2.8 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.477 L Brg Width=- Min Req=- Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.800 Bearing S is a rigid surface. RepFac:Yes Max Web CSI: 0.767 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.65 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 B-C 608-2322 G-H 325 -1572 Lumber C-D 654-2330 H-I 325 -1572 D-E 493-2192 I-J 325 -1572 Top chord 2x4 HF#2 E-F 486-2092 J-K 189 -969 Bot chord 2x4 HF#2 F-G 484-2086 Webs 2x4 HF Std/Stud:W2,W11,W13,W15 2x4 HF #2: Maximum Bot Chord Forces Per Ply(lbs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on R-Q 2155 -680 O-N 1809 -404 member. Q-P 1881 -491 N-M 1017 -202 Plating Notes P-O 1997 -450 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 B-S 391 -1536 G-N 130 -388 bottom chord live load applied per IRC-15 section B-R 2277 -514 N-J 928 -206 301.5. D-Q 222 -422 J-M 290 -1142 Rutins Q-E 401 -61 M-K 1591 -311 ED PROF P-G 857 -248 K-L 293 -1410 In lieu of structural panels use purlins to brace all flat 4;(' FS O-G 224 -779 TC@24"oc. `&_, "GIN F 'jO Wind v� 83294PE � 7 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 OREGON 1/4 qty 14,200 sSell Tarot 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 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 drawings 160A-Z for standard plate positions. ALPINE' Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the 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 prolessionaf 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 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:298763 T36 HIPS Ply: 1 Job Number. 1018078 Oust:R7175 JRef: 1WGN71750005 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 6 DrwNo: 340.18.1452.30223 Truss Label: B4 JAK / RTT 12/06/2018 2'5"8I 4'5"8 11'3"4 15'11"4 20'4"4 _I 22'612 25'6" 31'9" _I 366" 2'5"8 2' 6'9"12 4'8" 4'S" 22"8' 211"4 6'3" 4'9" —6X5 F =5G5 JJJ-- D W8 II/ W10 H 12 6 ' W12 )IIIIIppp en k'5X5 m (a)i I C 5X7 0,.. 1111.5X4 A B `� _ _ Ali . J T ���i or W11 �R O P O`er 'y, X4'3 r_ J— 4.3 —6X6 ///5X5(SRS) _ _ M::: I. 3X5(A1) S N_5X5 ___„16 z----5X7 L 1115X7 12 I—2' j 346" 1 2'5"8 2' 66"12 4'8" 2'5" I 2' II 2'2"8d 60"8 710"12 2'5"84'5"B " I I1134 15114 1844204h 226 2 28'7"4 366" 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): 0.168 P 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.275 P 999 240 S 1795 /- /- /793 /53 /122 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.115 K - - K 1578 /- /- /654 /57 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL): 0.260 K - - Wind reactions based on MWFRS Mean Height 22.33 ft NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 S Brg Width=5.5 Min Req=3.0 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.808 K Brg Width=- Min Req=- Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.671 Bearing S is a rigid surface. Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.65 ft Rep Fac:Yes Max Web CSI: 0.618 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 522-2650 F-G 471 -1623 Lumber C-D 537-2660 G-H 493 -1871 D-E 521 -2132 H-I 506 -2276 Top chord 2x4 HF#2 E-F 501 -1831 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:W2,W8,W10,W11,W12 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing R-Q 2437 -462 N-M 1583 -203 (a)Continuous lateral restraint equally spaced on Q-P 2263 -372 M-L 1822 -283 member. P-O 1789 -245 L-K 1972 -375 Plating Notes O-N 1813 -240 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 B-S 349-1597 F-N 186 -952 bottom chord live load applied per IRC-15 section B-R 2639 -460 G-M 582 -150 301.5. D-P 182 -669 M-H 193 -565 PurlinsP-E 561 -111 I-K 451- -2371 PRO �p F 0-F 746 -107 In lieu of structural panels use purlins to brace all flat 45 SSS TC@24"oc. G(ME /O Wind L(/�J 83294PE�� 9 � Wind loads based on MWFRS with additional C&C 0./ member design. Left cantilever is exposed to wind 13 OREGON c, `V Ly 14,2°°� Qa SSell 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.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)nor 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 ALPINE P 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 professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10- For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:wSacramento,CA 95826 ww.iccsafe.org SEQN:298742 T37 HIPS Ply: 1 Job Number: 1018078 Cust:R7175 JRef: 1WGN71750005 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 6 DrwNo: 340.18.1453.32310 Truss Label: B5 JAK / RTT 12/06/2018 2'5"8 4'5"el 11'3"4 17'11"4 20'6"1y 25'6" 31'9" 38'6" 2�5��8 2' 6,9„12 6,8,E 2'7"8 I 41T,4 6,3" -I- 4�9" =5X5 =5X5 3X5 3X5 3X5 H 12 p E 6 � - 5X5 5+ I .3X5 W10 0.5X7 q _ 1.5X4 T A ,. 'r, (a) rJ T �P O N* 1 _f- J- . -6X6 SEAN:298821 T13 SPEC Ply: 1 Job Number: 1018078 Cust:R7175 JRef: 1WGN71750005 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 6 DrwNo: 340.18.1456.40187 Truss Label: C JAK / RTT 12/06/2018 2712 8'8" 9'4"1I12 15712 20712 25'9"428' F Z2„12-1 1 6,5"4 8"12 5'8" 5' 58"8 I 2'2„12'1 1115X5 5X7(SRS) -- - D fl11.5X4 E T3 5X55 -- ---- C . 6 12 ,�,�' 0- S T C CO V %B5 5G in 0 W2 W9 4 H A �• IN W I2 II =2X4(A1) IIN M L K J n =2X4(A1) 1112X4 =8X8 6X10 =4X8 1113X5 =4X5 I-2' 1 24' 1 2' 2'2"12I 6'5"4 6'4"12 5' 5'8"8 2'2"12 2 2"12 I 8'8" 15,0"12 20'0"12 I 25'9"4 28' H ♦Maximum Reactions lbs Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria (lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc LJdefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.168 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.286 E 989 240 N 1952 /- /- I- /149 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.037 C - - I 2402 /- /- /- /205 /- EXP:B Kzt:NA HORZ(TL): 0.091 C Wind reactions based on MWFRS Des Ld: 42.00 Mean Height 20.51 ft N BrgWidth=5.5 Min Req1.7 NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 I Brg Width=5.5 Min Req=2.2 Soffit 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.914 Bearings N&I are a rigid surface. 962 0 BC MaxStd: 2014 CSI: . Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI 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: 0.981 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 221 -2579 E-F 362 -4097 C-D 194-2472 F-G 317 -3318 Lumber D-E 362-4097 Top chord 2x4 HF#2:T3 2x4 HF#1&Bet.: Bot chord 2x6 DF-L#2 Webs 2x4 HF Std/Stud:W2 2x4 DF-L Std/Stud: Maximum Bot Chord Forces Per Ply(lbs) :W9 2x4 HF#2: Chords Tens.Comp. Chords Tens. Comp. N-M 380 -32 L-K 2643 -218 Special Loads M-L 2643 -218 K-J 2879 -265 --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 66 plf at 0.00 to 66 plf at 8.67 TC:From 66 plf at 8.67 to 66 plf at 15.40 Maximum Web Forces Per Ply(lbs) TC:From 33 plf at 15.40 to 33 plf at 20.06 Webs Tens.Comp. Webs Tens. Comp. TC:From 66 plf at 20.06 to 66 plf at 28.00 BC:From 20 plf at 0.00 to 20 plf at 15.40 N-B 202-1735 D-K 1776 -174 BC:From 10 plf at 15.40 to 10 plf at 20.05 B-M 1946 -147 K-F 1560 -123 BC:From 20 plf at 20.05 to 20 plf at 28.00 C-M 1941 -105 J-G 2660 -240 BC:1170 lb Conc.Load at 15.40 M-D 228-2272 G-I 264 -2271 BC: 254 lb Conc.Load at 16.00 BC: 229 lb Conc.Load at 18.00 BC: 492 lb Conc.Load at 20.05 g PPROFF s Loading s Bottom chord checked for 10.00 psf non-concurrent .5 aG 1 N E . i0 bottom chord live load applied per IRC-15 section (, 2 301.5. .1[/' 83294PE y Purlins In lieu of structural panels use purlins to brace all flat TC©24"oc. OREGON WindA `ULY14,200e C Wind loads and reactions based on MWFRS. C� Left and right cantilevers are exposed to wind `sS a ll Ta'l4 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.Box488 Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. rl 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 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 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 Buildin Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the ANN COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracifi ng of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of progfessional engineering responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 10. and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For mom information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:298845 T2 HIPS Ply: 1 Job Number: 1018078 Cust:R7175 JRef: 1WGN71750005 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 6 DrwNo: 340.18.1506.49800 Truss Label: Cl JAK / RTT 12/06/2018 2'2"12 511"4 14' 18'012 259"4 28' 2'2"127 8"8 1 4 0"12 4 0"12 7 8"8 I- 2,2"12 1115XD 7 III1.5X4 =6X6 _- --- ----- -- — 0 12 6 M_ io 0 %B5 3X5 F 4 W2 W8 �� A G 43 �i mI m o- 2X4(A1) 1111X4 -3X5 =5X7 3X5= 1X4 —2X4(A1) I—2' A 24' 1 2'—I 2712 7,8"8 4,0"12 4'0"12 7,8,8 2'2°12 I 2'212 9'11"4 14' 18'0"12 25'9"4 28 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): 0.052 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.087 D 999 240 L 1230 /- /- /566 /52 /74 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.014 H - - H 1230 /- /- /566 /52 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:20.83 ft HORZ(TL): 0.033 H - - Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 L Brg Width=5.5 Min Req= 1.6 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.796 H Brg Width=5.5 Min Req= 1.6 Load Duration:1.15TPI Std: 2014 Max BC CSI: 0.447 Bearings L&H are a rigid surface. MWFRS Parallel Dist 0 to h/2 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.223 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 297-1305 D-E 317 -1179 Lumber C-D 317-1179 E-F 297 -1305 Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 HF Std/Stud:W2,W8 2x4 HF#2: Loading K-J 1069 -151 J-I 1069 -152 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 L-B 352-1109 I-F 874 -110 B-K 874 -110 F-H 352 -1109 In lieu of structural panels use purlins to brace all flat D-J 57 -386 TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind ��4 PR ,s, O.. �G+N . - 'o 83294PE 9 OREGON r‹, SLY 14,20°� Q� Sell TatA4 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)kw 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 B3,67 or B10, _ as applicable. Applplates to each face of truss and position as shown above and on the JoinDetails, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the n COMPANY truss in conformance with ANSIri P1 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pageAN listing this drawing,indicates acceptance of pro essional 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 Sgec.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:298847 T3 HIPS Ply: 1 Job Number. 1018078 Gust:R7175 JRef: 1WGN71750005 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 6 DiwNo: 340.18.1507.11447 Truss Label: C2 JAK / RTT 12/06/2018 2712 71012 11'11"4 16712 _ 2011"4 25'9"4 _ 28' 2'2"1211 I 4,0"8 4,1"8 4'0"8 + 5'8" I 22"121 -4X5 4X5 -r _- _. 2 S 12 1111.5X4 1111.rt 6I/ C C., iv to g5 \4G I y A _ H 2X4(A1) l' IM L K J n =2X4(A1) 1111.5X4 =5X7 =5X5 =5X7 1111.5X4 1—2' A 24' A 2,'"-'-I 2,2"121 5'8" 6'1"4 6'1"4 58" 72"12 2'2"12 7'10"12 14' 20'1"4 25'9"4 28' 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): 0.051 K 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.083 K 999 240 M 1289 /- /- /567 /56 /89 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.017 C - - I 1289 /- /- /567 /56 /- EXP:B Kzt:NA HORZ TL: 0.037 C - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height 21.33 ft ( ) M BrgWidth=5.5 Min Re 1.7 NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 q TCDL:4.2 psf I Brg Width=5.5 Min Req= 1.7 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.370 Bearings M&I are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.381 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.565 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 297-1437 E-F 392 -1414 C-D 392-1414 F-G 297 -1437 Lumber D-E 305-1004 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. Loading L-K 981 -106 K-J 981 -107 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 M-B 340-1186 J-F 181 -428 In lieu of structural panels use purlins to brace all flat B-L 1108 -180 J-G 1108 -180 TC@24"oc. C-L 181 -428 G-I 340 -1186 Wind Wind loads based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind ��FO PROp,... AN �, , GlNFF /O 83294PE 9 OREGON 1 `VLY 14,200 Z t 4''9@11 Zane 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 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 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the 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 pro essiona engineering responsibility solely for the design shown. The suitability 8801 Folsom Suite 10. and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP1 1 Sec.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.tpinsl.org;SBCA:www.sbcindusiry.com;ICC:www.iccsafe.org SEQN:298841 T17 SPEC Ply: 1 Job Number: 1018078 Cust:R7175 JRef: 1WGN71750005 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 6 DrwNo: 340.18.1507.21600 Truss Label: C3 JAK / RTT 12/06/2018 2712 710"12 14' 20'1"4 26' 2'2"12 5'8" 61"4 6'1"4 510"12 =4X5 D ..__- ' III --- 6 12 0-e X5 3 E io I e -r 03X5 �3XF A "v I} Et 0 —2X4(A1) 1111.5X4 =4X5 =5X7H 1114X5111X5 I~2' A 24' i 27"12 I 6 1 4 -I 6'1"4 5'10"12 2'2'12 7'10"12 14' 20'1"4 26' 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 Udell L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.052 I 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.088 I 999 240 K 1218 /- /- 1572 /61 /102 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.015 G - - G 1009 /- /- /446 /60 /- EXP:B Kzt:NA HORZ TL:0.037 G - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:21.85 ft ( ) NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 K Brg Width=5.5 Min Req= 1.6 TCDL:4.2 psf GBrg Width=5.5 Min Req1.7 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.510 = Bearings K&G are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.434 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.586 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 314-1321 D-E 342 -1074 Lumber C-D 321 -1071 E-F 344 -1395 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. Loading J-I 1118 -230 I-H 1186 -239 Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) bottom chord live load applied per IRC-15 section 301.5. Webs Tens.Comp. Webs Tens. Comp. Wind K-B 351 -1115 I-E 143 -422 B-J 1083 -200 H-F 1151 -213 Wind loads based on MWFRS with additional C&C D-I 497 -109 F-G 283 -959 member design. Left cantilever is exposed to wind 4' di PROFESS co _AG( N - s �O Os / IP 1- 83294PE 7 .e1 OREGON 30, `Z/Ly 14,2oOe Q Ssell Targe 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 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. Refer 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 rtCOMPANY truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of ro essiona engineering responsibility solely for the desi n shown. The suitability and use of this drawing for any structure is thepresponsibility 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:298864 T31 SPEC Ply: 2 Job Number: 1018078 Gust:R7175 JRef: 1WGN71750005 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 6 DrwNo: 340.18.1510.17747 Truss Label: C4 JAK / RTT 12/06/2018 I S 5 2 Complete Trusses Required I 71012 10'11"6 I 14' 17'0"10 I 20'1"4 22714 I 26 I 4'3" 3712 3'0"10 3'0"10 3'0"10 30"10 2'8"10 3'2"2 _._.._. . texe .. _.. __ _ - 0 640X8 4 F8 6 12C5 a3G5 T2 3X5 .04612 ` / .H0510 I A W1 'INIIIII GI r C _...„0(01:0001, W15 1 3:- i I r =3X5(A1) 1O P 0 N M L K rJR .05X7 '*JR =6X10 =6X8 =1214 =5X7 IIIH0310 @4X12 IIIH0310(") I`2' 1 - 24' A 2'712 68" 3710 3'0"10 3'0"10 3'0"10 2'8"10 322 2'212 7'10"12 10'11"6 I 14' I 17'0"10 I 20'1"4 227'14 I 26' I 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): 0.181 0 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.302 0 943 240 Q 8155 /- /- /- /607 I- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.059 C - - R 9118 I- /- /- /548 /- EXP:B Kzt:NA HORZ TL: 0.140 C - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:21.85 ft ( ) NCBCLL:0.00 Code/Misc Criteria Creep Factor:2.0 Q Brg Width=5.5 Min Req=4.0 TCDL:4.2 psf R Brg Width=5.5 Min Req=4.9 Soffit: 2.00 BCDL:6.0sf Bldg Code: IRC 2015 Max TC CSI: 0.726 P Bearings Q&R are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.745 Spacing:24.0" C&C Dist a:3.00 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 80 -384 E-F 313 -4888 Lumber ,,,,n Wind B-C 468-6258 F-G 359 -5842 C-D 392-5791 G-H 388 -8410 Top chord 2x4 HF#2:T2 2x4 DF-L#1&Bet.: Wind loads and reactions based on MWFRS. D-E 310-4876 H-I 358 -5942 Bot chord 2x8 DF-L SS Left cantilever is exposed to wind Webs 2x4 HF Std/Stud:W1 2x4 DF-L#2: Maximum Bot Chord Forces Per Ply W8 2x4 DF-L Std/Stud: (lbs) :W7 2x4 HF#2: Chords Tens.Comp. Chords Tens. Comp. :W14 2x4 DF-L#1&Bet.: :W15 2x6 DF-L#2: Q-P 3950 -305 N-M 5126 -313 P-O 5533 -406 M-L 5676 -341 Nailnote 0-N 5091 -341 L-K 5342 -320 Nail Schedule:0.131"x3",min.nails Top Chord:1 Row @12.00"o.c. Maximum Web Forces Per Ply(lbs) Bot Chord:2 Rows @ 4.50"o.c.(Each Row) Webs Tens.Comp. Webs Tens. Comp. Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails Q-B 424-5193 F-M 1750 -63 in each row to avoid splitting. B-P 1853 -120 M-G 43 -809 P-C 635 -89 G-L 794 -21 Special Loads C-0 99 -626 L-H 539 -31 --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) ��¢Ect PROPS. 0-D 1738-18 -146 H-H-K 5365 -317 63 p1497 TC:From 66 If at 0.00 to 66 If at 8.07 TC:From 33 plf at 8.07 to 33 plf at 14.00 g G,N E /0 E-N 4208 -251 I-J 261 -4220 BC:From 20 plf atTC:From 66 plf at 10.00 to 20 plf at to 66 plf at 26.008.07 11/O 83294PE�I. 9 N-F 78-1569 BC:From 10 plf at 8.07 to 10 plf at 26.00 1r •,,,,. BC:3457 lb Conc.Load at 8.07 - - BC:1453 lb Conc.Load at 10.00,12.00,14.00 1 1' - ' BC:1578 lb Conc.Load at 16.00 BC:1637 lb Conc.Load at 18.00 OREGON BC:1461 lb Conc.Load at 20.00,22.00,24.00 Vty 14,20-6 Q� Plating Notes 4S (**)1 plate(s)require special positioning.Refer to `5e1i'rano scaled plate plot details for special positioning Renewal 6/30/2020 requirements. 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 temporaryry (503)357-2118 Ext bracing per BCSI.Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propelr y attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN 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 ppro-fessiona engineering responsibility solely for the design 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 Sec.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 SEAN:298811 T14 HIPS Ply: 1 Job Number: 1018078 Gust:R7175 JRef: 1WGN71750005 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 6 DiwNo: 340.18.1511.41197 Truss Label: D JAK / RTT 12/06/2018 2'2"12 7'11"4 F9'4"121 15'4" 2'2"12 5'8"8 1'5 8 5'11"4 =4X5 =4X5 D I" _.�.__�- - El IN 12 6 1„---- 01 01 i'') g 5 3X5 E ' M A 0 4y IM fl 2X4(A1) I' lI H-4X5 =5X7 1113X5 1111.5X4 1 2' j 13'4" j F 2'2"12 1 5'8"8 1'5"8_I 5'11"4 2'2"12 7'11"4 9'412 154" 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): 0.029 G 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.050 G 999 240 I 1237 I- /- /- /97 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.005 E - - F 1007 /- /- /- /83 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:20.33 ft HORZ(TL): 0.013 E - - Wind reactions based on MWFRS NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 I Brg Width=5.5 Min Req= 1.7 TCDL:4.2 psf F BrgWidth=- Min Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.661 Req= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.339 Bearing I is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.584 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 B-C 135-1378 D-E 136 -1414 Lumber C-D 105-1188 Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Plylbs Bot chord 2x6 HF#2 (lbs) Webs 2x4 HF Std/Stud Chords Tens.Comp. Special Loads H-G 1137 -101 --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Maximum Web Forces Per TC:From 66 plf at 0.00 to 66 plf at 7.94 Ply(lbs) ) TC:From 33 plf at 7.94 to 33 plf at 9.40 Webs Tens.Comp. Webs Tens. Comp. TC:From 66 plf at 9.40 to 66 plf at 15.33 I-B 152-1098 G-E 1160 -96 BC:From 20 plf at 0.00 to 20 plf at 7.95 B-H 1030 -86 E-F 112 -954 BC:From 10 plf at 7.95 to 10 plf at 9.39 D-G 377 -46 BC:From 20 plf at 9.39 to 20 plf at 15.33 BC: 492 lb Conc.Load at 7.95,9.39 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. fes--)PRop . Purlins ,c SS, In lieu of structural panels use purlins to brace all flat .fp G i N EF �O TC @ 24"oc. SO t. 4�83294PE41 9 Wind Ct ow..." • Wind loads and reactions based on MWFRS. Left cantilever is exposed to wind w1 OREGON r(� `7, 1-1•94,20 eh Q!C ' Sell Tang 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)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the 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,apy failure to build the AN rtW COMPANY pane listing this drawing,indicates acceptance of rofessionat engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is thepresponsibility 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:298837 T35 HIPS Ply: 1 Job Number: 1018078 Gust:R7175 JRef: 1WGN71750005 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 6 DrwNo: 340.18.1512.29790 Truss Label: E JAK / RTT 12/06/2018 2'2"125'11"4 9'2"4 13'1"8 F' 2,2"12 I 3'8"8 3'3" I 3'1 1"4 H 4X5 _4X5 5 T12 6 L,--- ,,,, M 0-3X5 3X5 i" B E vi10 loostk T co A 0 11.11110M-1111111 . 43 M =2X4(A1) .I -3X5 =3X10 FJ 1111.5X4 1112X4 1`-2' 1 111"8 1 2712 3'8"8 3'3" 311"4 F -I2'2"12 5'11"4 _ 9'2"4 "I 13'1"8 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.015 G 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.026 G 999 240 I 992 /- /- /- /37 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.003 C - - J 761 /- /- /- /35 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL): 0.008 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 I Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 Bldg Code: IRC 2015 Max TC CSI: 0.263 J Brg Width=5.5 Min Req= 1.5 BCDL:6.0 psf Bearings I&J are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.300 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.424 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 B-C 62 -940 D-E 63 -988 Lumber C-D 48 -830 Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Plylbs Bot chord 2x6 HF#2 (lbs) Webs 2x4 HF Std/Stud Chords Tens.Comp. Special Loads H-G 776 -47 --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Maximum Web Forces Per Ply TC:From 66 plf at 0.00 to 66 plf at 5.94 Webs Tens.Comp. Webs (lbs)Tens. Comp. From 33 plf at 5.94 to 33 plf at 9.19 TC:From 66 plf at 9.19 to 66 plf at 13.13 I-B 77 -908 G-E 847 -47 BC:From 20 plf at 0.00 to 20 plf at 5.95 B-H 814 -41 E-F 56 -736 BC:From 10 plf at 5.95 to 10 plf at 9.18 BC:From 20 plf at 9.18 to 20 plf at 13.13 BC: 311 lb Conc.Load at 5.95,9.18 BC: 135 lb Conc.Load at 7.56 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section --\ 301.5. ��cksQ PR°P .c,' Purlins O„� _tG 11V rr „ /0 In lieu of structural panels use purlins to brace all flat �(V g3294PE 9 TC@24"oc. '.-- Wind loads and reactions based on MWFRS. Left cantilever is exposed to wind OREGON 13V `Z/LY 14,200 QJ 'set/Ta ' 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,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 sheathingand bottom chord shall have a propeily attached rigid ceiling. Locations shon for permanent lateral restraint of webs shall have bracingg insalled per BCSI sections B3,B7 or B10, as applicable. Applw 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 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 listingthis drawing,indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suability and se 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:298839 T44 SPEC Ply: 1 Job Number: 1018078 Gust:R7175 JRef: 1WGN71750005 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 6 DrwNo: 340.18.1513.33607 Truss Label: El JAK / RTT 12/06/2018 , 77,12 7'6"12 175,8 7"8 2'2"12 5'4" 4'10'12 ' =4X5 C 12 6 v 'B5 5. \3XDE .441 �� __ — I =2X4(A1) ��l G F -3X7 1113 1111.5X4 F—2' 1 1078 i I 2,712 5'4" 410"12 2'212 7'6"12 12'5"8 q9' .12'7'8 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 U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.006 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):-0.012 E 999 240 I 677 I- /- /324 /- /50 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.003 E - - F 486 /- /- /191 /- /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL): 0.010 E - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height 15.00 ft Code/Misc Criteria Creep Factor:2.0 I Brg Width=5.5 Min Req= 1.5 TCDL:4.2 psf F BrgWidth=- Min Re Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.445q=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.188 Bearing I is a rigid surface. Rep Fac:Yes Max Web CSI: 0.325 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) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 170 -442 C-D 182 -426 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 I-B 277 -591 D-G 195 -442 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 cantilever is exposed to wind 4Ep PROF/SS &� . �GINFO � 83294PE 1.1 _/ +.. .e� OREGON Ivo LLY 14,20:14 I well Tare 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,b TPI and SBCA)nsafety 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 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. Defer to A ALPINE Edrawings 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 RW COMPANYtruss in conformance with ANSI/TPI 1,or for handling'shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 7 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 F--- SEQN:298724 T50 HIP_ Ply: 1 Job Number. 1018078 Cust:R7175 JRef: 1 WGN71750005 FROM:IKE Qty: 3 BUTTERFIELD PARK LOT 6 DiwNo: 340.18.1513.46320 Truss Label: FG1 JAK / RTT 12/06/2018 �z 1r'1 Q�4 "" 2 4' 8' e' 10' 1'3"1 0'•4 z 1 z 1 2. 1 z GH 12 13.42 o2X4(D8R)Aid IJ I 11'31 I 41 7 2' 2' 7 x1112 a. 11 1n'h1a1 '-7 ' '3'1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: 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 F 999 240 Category:NA VERT(CL): A* 2 /" /- /- /- /- BCDL: 10.00 g ry Snow Duration: - HORZ(LL):0.000 - - - A Brg Width=135 Min Req=- EXP:NAKzt:NA Des Ld: 42.00 Mean Height:NA ft HORZ(TL):0.000 F - - 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: 0.004 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF#2:M1,M2,M3 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. ���Eo PROpk. c,co aGINFF ,O ,1(/ 83294PE 9 or„,...J OREGON /3<, `r/LY 14,200 0 *Sell Ta04 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)357-21 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, /A k.applicable. Apply plates 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"�LPPII NN 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 pagqe listing this drawing,indicates acceptance of protesslonal 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 104 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:298728 T32 HIP_ Ply: 1 Job Number: 1018078 Cust:R7175 JRef: 1WGN71750005 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 6 DiwNo: 340.18.1514.28520 Truss Label: FG2 JAK / RTT 12/06/2018 78.15 5' a',157 4.8..1 1 '8"15 7 A 17 I E 1 T M3 ro J F 1I-. 5'3'-I 8"15 2, I 8"1�,1 1 2'8'•15 S'3" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSE) 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 A 999 240 F" 2 /- I- /- /- /- BCDL: 10.00 Category:NA Snow Duration: - HORZ(LL):0.000 - - - F Brg Width=63.0 Min Req=- EXP:NAKzt:NA Des Ld: 42.00 HORZ(TL):0.006 E - - Bearing J is a rigid surface. Mean H NA ft NCBCLL:0.00 TCDL:NAA 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: 0.003 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#2:M3 2x4 HF Std/Stud: Bracing Fasten rated sheathing to one face of this frame. 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. � _03 PROFESS O�� _xGiNEE ,O �l1/ �' 83294PE 9 • OREGON 15<, SLY 14,2ecP 0 $$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.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-tllerwise,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 bracingg insalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE" drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building1Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and 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:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEAN:298726 T60 HIP_ Ply: 1 Job Number: 1018078 Cust:R7175 JRef: 1WGN71750005 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 6 DiwNo: 340.18.1514.55507 Truss Label: FG3 JAK / RTT 12/06/2018 1'515, 12 gj12 132 35"15 5'5'15 7'515 8'515 11'5"15 2 I 2 ! 2 2 2' 2' A 0 0 0 o- n -o- o a T__._ 1 o- 0 0 o- 11 0 0 o- R I 72' I P12 2' 2 2' 2' 2' 2 13"31 35"15 ! 5'5'15 TS15 I 9';15 115"15 5 I1 2 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI 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 G 999 240 J* 2 /- /- /- /- /- BCDL: 10.00 Category:NA Snow Duration: - HORZ(LL):0.000 - - - J Brg Width=144 Min Req=- EXP:NAKzt:NA Des Ld: 42.00 Mean Height:NA ft HORZ(TL):-0.000 I - - Bearing R 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:0.002 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.00C.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X4 except as noted. Additional Notes Snow loading based on an unobstructed roof. Complete drainage required. Truss must be installed as shown with top chord up. 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 C�,,LeO PROF�`SS HIPFR1801014 for additional information. �N.c.• �G%NFF /O 4/ 83294PE 9 _ oi.,. r y OREGON 1 `?/LY 14,20 *eel,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,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)fo'r 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 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 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 ANnw 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 dawing for any structure is the responsibility of the Building Designer per ANSI/TP11 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:298800 T11 HIP_ Ply: 1 Job Number: 1018078 Gust:R7175 JRef: 1WGN71750005 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 6 DiwNo: 340.18.1515.22230 Truss Label: FG4 JAK / RTT 12/06/2018 I_ 1'3.121 T.4 1 3 8 3'3"12 57215 73'12 9'3"12 11'3"8 4 2' 1'11'3 2D'13 2' I 1'11'12 a4X • /10\ 1 C till - � I � 13.42 M M � er 12 9X5 2X4(D8R) I 11'3"8 I 4 I 275 I 4' 2' 111.12 Fog 3'3"12 73"12 8'3'12 113"0 8"7 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) 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 0.338 H 375 240 Category:NA VERT(CL): A 22 /- /- /- /- /- BCDL: 10.00 g ry Snow Duration: - HORZ(LL):0.000 - - - A Brg Width=8.4 Min Req= 1.5 Des Ld: 42.00 EXP:NA Kat:NA HORZ(TL):0.369 D - - Bearing A is a rigid surface. NCBCLL:0.00 Mean Height:NA ft 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: 0.119 Load Duration:1.15 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.134 Spacing:24.0" C&C Dist a:NA ft Rep Fac:No Max Web CSI: 0.013 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. (**)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 hip trusses.See detail drawing HIPFRAME1014 or HIPFR1801014 for additional information. Shim all supports to solid bearing. _ ��� .t PROFESS O,..-S''(' .C,1NFF /O Ltd00.- ,.c:-' 83294PE 9 MP OREGON /3G `LLYl4,2O� m *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 otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propefly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg 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 drawings 160A-Z for standard plate positions. A�LPPI NN E Alpine,a division of ITW Building.Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN n COMPANY truss in conformance with ANSI Building PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,. listing this drawing indicates acceptance of ro-fessional 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.tpinstorg;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org SEQN:298781 T52 HIP_ Ply: 1 Job Number: 1018078 Cust:R7175 JRef: 1WGN71750005 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 6 DrwNo: 340.18.1515.26620 Truss Label: FG5 JAK / RTT 12/06/2018 1"9 2' 4' 6' 7'11"13 9'11"9 11'11"9 13'4"1 612 15'11"9 2' 2' I 2' I 1'11"13 I 1'11"13 I- 2' 15"4I 2, H A —35 H5 12 T 0 0 0 0 0 0 0 KR N13.42 T o 1 �2X4(D8R) so bo 0 fV (V 1 0 0 0 0 0 0 0 : 1 R f 15'11"9 { 2' 'I 2' , 2' 1'11"13 I 1'11"13 , 2' 2' 2' 2' 4' 6' 7'11"13 9'11"9 11'11"9 1511"9 1511"9 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 H 999 240 Category:NA VERT(CL): R* 2 /- /- /- /- / BCDL: 10.00 9 ry Snow Duration: - HORZ(LL):0.000 - - - R Brg Width=191 Min Req=- EXP:NA Kzt:NA Des Ld: 42.00 Mean Height NA ft HORZ(TL):-0.000 G - - Bearing R 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:16.01.00C.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. 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 S PROFES �� S O.� aC, N Ftp i� 1(/ 83294PE 9 OREGON 11 `VLy ,2e0C Q! SSel;T14an�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.Box488 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,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 sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7,_or B10, _ as applicable. Apply plates o each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. A/ LPINE Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the rvmvCOMPANY truss in conformance with ANSI TPI 1,or for handling,shippin ,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of Orotesstonal engineering responsibility solely for the design shown. The suitability 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:298797 T40 HIP_ Ply: 1 Job Number. 1018078 Gust:R7175 JRef: 1WGN71750005 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 6 DiwNo: 340.18.1515.30257 i Truss Label: FG6 JAK / RTT 12/06/2018 4 1'6"15 1 31"11 3: "15 dl'4 1'6'12 1'6"1204'4 _ =4X5 • ' D - 12 113.42 V rte' 1 IkAILA„_c.....,,,,,..,,, ..,,,,,, Ill1.5X4 1 3'1"11 H C"4 1'6"12 1 1'6"12 g.4 C'4 1'6"15 I 3'1"11 31"15 Loading Criteria(pat) 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 roc 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 I U /RL BCLL: 0.00 Enclosure:NA Lu: - Cs: - VERT CL: 0.000 D 999 240 Category:NA ( ) A* 2 /- /- /- /" /- BCDL: 10.00 9 ry Snow Duration: - HORZ(LL):0.000 - - - A Brg Width=37.9 Min Req=- EXP:NAKzt:NA Des Ld: 42.00 Mean Height:NA ft HORZ(TL):-0.000 D - - 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: 0.000 Spacing:24.0" C&C Dist a:NA ft Rep Fac:No Max Web CSI: 0.000 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 2X4(D8R)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 0 PROFFss C.. 1G1Ne /O +, 83294PE 9 .r� OREGON r4 "UI-Y 14,204 0 *sell 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.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 anal 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 progeny attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7,_or B10, /A as applicable. Applplates 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, �LPP�I NN Alpine,a division of ITW Buildinl1Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN nW COMPANY truss m 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-tessionat engineering res onsibili solelyfor the design shown. The suitabilitysuability responsibility 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:298843 T30 HIPM Ply: 1 Job Number. 1018078 Cust:R7175 JRef: 1WGN71750005 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 6 DiwNo: 340.18.1515.44127 Truss Label: G JAK / RTT 12/06/2018 2712 7'11"4 12'10"15 _I 18'6"5 23'9"8 11"8 I 2'2"12 5'8"8 4'11"11 5'7"7 5'3"3 2" =4X5C =3X5 1111.5X4 =4X8 D E FG - ----- T _ 12 6 � T W: M M 0...5X5 r` NI' B cV V 106 W2 A 0 -- 12 1 _ 41 2X4(A1) N M L K J I H 1112X4 1114X8 -4X5 4X5 =5X10 1113X7 1-2' , 21'11"8 1 2712 12 5'8"8 4'11"11 577I 5'3"3 2'2"12 7'11"4 12'10"15 18'6"5 23'9"8 2 o. 23'11"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 U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.094 K 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.160 K 999 240 N 1814 /- /- /- /144 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.020 C - - H 1881 /- /- /- /238 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.050 C - - Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 N Brg Width=5.5 Min Req= 1.6 TCDL:4.2 psf HBrg Width=- Min Re Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.432 q=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.674 Bearing N is a rigid surface. RepFac:Varies by Ld Case Max Web CSI: 0.815 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) 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:16.01.0OC.0327.16 B-C 249-2347 D-E 230 -1905 Lumber C-D 300-2575 E-F 230 -1905 .._g._ Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Plylbs Bot chord 2x6 DF-L#2 (lbs) Webs 2x4 HF Std/Stud:W2 2x4 DF-L Std/Stud: Chords Tens.Comp. Chords Tens. Comp. :W8 2x4 HF#2: M-L 2007 -210 K-J 2553 -298 Special Loads L-K 2007 -210 --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Maximum Web Forces Per Ply From 66 plf at 0.00 to 66 plf at 7.94 (Ib s) TC:From 33 plf at 7.94 to 33 plf at 23.96 Webs Tens.Comp. Webs Tens. Comp. BC:From 20 plf at 0.00 to 20 plf at 7.95 N-B 200-1679 D-J 83 -791 BC:From 10 plf at 7.95 to 10 plf at 23.96 g-M 1846 -188 J-F 2347 -283 BC: 492 lb Conc.Load at 7.95 BC: 229 lb Conc.Load at 10.00,12.00,14.00,16.00 C-K 739 -115 F-I 181 -1459 18.00,20.00,22.00,23.90 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section ��� O PROp 301.5. Purlins e.�.' �eG(NF�� X02 In lieu of structural panels use purlins to brace all flat 1C/ 83294PE y TC©24"oc. 1r /�~ . -* Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. OREGON i Left cantilever is exposed to wind 15‹, Zcy 14,200 *Se it Ta09 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)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. 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 ITWCOMPANY 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 prooessronaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 107 For more information see 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 L.. QN:298795 T34 HIPM Ply: 1 Job Number: 1018078 Cust:R7175 JRef: 1WGN71750005 OM:IKE Qty: 1 BUTTERFIELD PARK LOT 6 DrwNo: 340.18.1517.06120 Truss Label: G1 JAK / RTT 12/06/2018 2'2"12 9.11"4 1 16'10" 23'9"8 11"8 2'2"12 T8"8 6'10"12 6'11"8 '2" 1115X7 III 1.5X4 -4X5 T — D E F iis 6 12 W (a) N rA V 38X5 W4 I A 13 '�� Casa _ -2X4(A1) -L K J I HG 1111.5X4 =3X5 =3X5 -3X10 1113X5 1—2' A 21'11"8 1 22"12 7'8"8 6'1012 611"8 2'2"12 9'11"4 16'10" 23'9"8 J3'11"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): 0.044 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.075 D 999 240 L 1157 /- /- /549 /- /81 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.010 C - - G 928 /- /- /386 /9 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL): 0.024 C - - Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 L Brg Width=5.5 Min Req= 1.5 Soffit 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.721 G Brg Width=- Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.548 Bearing L is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.445 Members not listed have forces less than 375# FT/RT:2(0)/4 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any (0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.0OC.0327.16 B-C 241 -1224 D-E 210 -962 Lumber C-D 211 -964 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud:W2,W4,W6 2x4 HF#2: Chords Tens.Comp. Chords Tens. Comp. Bracing K-J 975 -287 J-I 975 -287 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Loading L-B 298-1040 I-E 1175 -257 Bottom chord checked for 10.00 psf non-concurrent B-K 786 -34 E-H 210 -869 bottom chord live load applied per IRC-15 section D-I 157 -519 301.5. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24"oc. Wind ,Ep PROp . Wind loads based on MWFRS with additional C&C .(� Ss member design. .2 �G%NE i0 Right end vertical not exposed to wind pressure. 1',UO 83294PE Left cantilever is exposed to wind LC /-- w,•„ .e1 OREGON r4 SLY 14,260 p ' sell Tall 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 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 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. Defer to ALPINE' P drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN 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 rooesstonaf 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.tpinsl.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:298716 112 JACK Ply: 1 Job Number: 1018078 Cust:R7175 JRef: 1WGN71750005 FROM:IKE Qty: 11 BUTTERFIELD PARK LOT 6 DrwNo: 340.18.1517.29647 Truss Label: J JAK / RTT 12/06/2018 27"12 7'9"8 7' 1'8 27'12 5'6"12 2�' III1.5X40 C 6 12 136X5 v A 'IWell leareallaMpi �1 =2X4(A1) ''G F E 1111.5X4 =3X5 I----2' 1 511"8 1 2212 5'6"12 I 27"12 7'9"8 Til"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):-0.004 G 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.009 C 999 240 G 473 /- /- /259 /- /65 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.004 C - - E 230 /- /- /106 /23 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL): 0.011 C - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria CreepFactor:2.0 G Brg Width=5.5 Min Req1.5 TCDL:4.2 psf E BrgWidth=- Min Req Soffit 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.352 = Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.249 Bearing G is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.309 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 4FLEPROp1. �� 1/ 83294PE .O �G1tY .� /O OREGON '73V °9 LI-14 20 !, 1Zo *sell Targe 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) osafety 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 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. Apprplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ^ drawings 160A-Z for standard plate positions. A�LPPI NN E Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN 17/1 COMPANY truss in conformance with ANSITPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of prooessionai 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.alpineilw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:298823 T45 EJAC Ply: 1 Job Number: 1018078 Cust:R7175 JRef: 1WGN71750005 FROM:IKE Qty: 6 BUTTERFIELD PARK LOT 6 DrwNo: 340.18.1517.50820 Truss Label: J1 JAK / RTT 12/06/2018 2212 ' ' , 5'9"8 5'1,1"8 22"12 3'6"12 ''112 I111.5X4 CD 6 �/ 12 i 0 3B 5 ,n t•-,M A Ilillall 2X4(A1) .=�G F E 1111.5X4 =3X5 I---2' A 311"8 1 2'2"12 3'6"12 22'12 5'9"8 "�2„ 541"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.002 G 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.006 G 999 240 G 408 /- /- /229 /- /49 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 C - - E 136 /- /- /50 /22 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL): 0.003 C - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 G Brg Width=5.5 Min Req= 1.5 E BrgWidth=- Min Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.165Req= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.098 Bearing G is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.113 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 REt PROPS &`o ‘"IG s. S. 1NF /O _w 83294PE 41 ity• OREGON 13(, `VLY 14,200 0 Ssell Ta " 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 SCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached 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. Refer to _ drawings 160A-Z for standard plate positions. ALPINE LPI^' Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN I'M ro„ 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 prOtessionai engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP1 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:298718 T16 EJAC Ply: 1 Job Number. 18078 Cust:R7175 JRef: 1WGN71750005 FROM:IKE Qty: 34 BUTTERFIELD 10PARK LOT 6 DrwNo: 340.18.1518.16350 JAK / RTT 12/06/2018 Truss Label: X 2 7,12 I 7'11"4 2'2"12 5'8"8 1111.5X4 12 6 Bsv I_ A ■ III a r .. — 2X4(A1) �=�E D 1111.5X4 1113X5 I-2' 1 511"4 1 2212 5'8"8 2'2"12 7'11"4 Loading Criteria(est) 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):-0.004 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):-0.007 E 999 240 E 473 /- /- /260 /- /82 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 C - - D 229 /- /- /103 /41 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL): 0.004 C - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:20.33 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: 0.445 q= Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.261 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: 0.094 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 , -op PROFESS G .[j/ 83294PE 9 / .r .!� OREGON r �V 4� LY 14,2p° 0 ‘ self Ta ' 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 andSBCA)fsafety practices prior to performing these functions. Installers shall providetemporary (503)357-2118 Ext bracing opts 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 drawings 160A-Z for standard plate positions. ALPINE'�LPP�INN 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 muCOMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pro essronal engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI t Sec.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.arg SEAN:298732 T48 EJAC Ply: 1 Job Number. 1018078 Cust:R7175 JRef: 1WGN71750005 FROM:IKE Qty: 7 BUTTERFIELD PARK LOT 6 DrwNo: 340.18.1518.36953 JAK / RTT 12/06/2018 Truss Label: X1 2'5"8 4'S"8 7'11"4 2'5"8 2' 3'5'12 -I 1111.5X4 D 12 ,3X5 6 � C :_v2 o v 0 38X5 ......4411111111biiiii..._ ��� 5E F A .'1r 1\\4X5(SRS) aiN 1113X5E mi '2X4(A1) �-.G /1 6 54X5 12 I--2' A 511"4 A 2,5'8 2' 3'5"12 2'5"8 4'5"8 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 roc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.003 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.007 G 999 240 G 496 /- /- /274 /- /86 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 E - - E 216 /- /- /94 /41 /- Des Ld: 42.00 EXP:B NA HORZ(TL):0.006 E - - Wind reactions based on MWFRS Mean Heigh t:20.33 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: 0.128 E Brg Width=- Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.114 Bearing G is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.165 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:16.01.00C.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. Left cantilever is exposed to wind ��p PROFESS ,' e GIN �O / 83294PE 9 OREGON �<, ULY 14,200 47 *sell Tang 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.Box488 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 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 brag=installed per BCSI sections 63,B7 or B10, _ as applicable. Applplates to each face of and position as shown above and on the Joint-Details, unless noted otherwise. (tefer to Refer 160A-Z for standard plate positions. A/ �LPPII NN Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the u m 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 rogessronai engineeringresponsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the uilding 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:298813 T7 EJAC Ply: 1 Job Number. 1018078 Gust:R7175 JRef: 1WGN71750005 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 6 DrwNo: 340.18.1519.04310 Truss Label: X2 JAK / RTT 12/06/2018 1111.5X4 B 12 6 A3X5 1254 7 T • liMINNIMENNINLIM D� 1113X5C 1111.5X4 r 511"4 F 511"4 5'11"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc 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 254 /- /- /123 /- /63 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 B - - C 254 /- /- /131 /39 /- EXP:B NA Des Ld: 42.00 HOR2 TL: 0.003 B - - Wind reactions based on MWFRS Mean Height:20.83 ft ( ) NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 D Brg Width=5.5 Min Req= 1.5 CBrg Width=- Min Re Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.616 q=" Bearing D is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.353 RepFac:Yes Max Web CSI: 0.517 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. ssO s, O4' 1 G1NFF O 83294PE 9 /� OREGON (� `VC. tY14,200° "Sell Targe 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 o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, as applicable. 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 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/I-PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of pro essrona engineering responsibility solely for the design shown. The suitability and use of this gnawing 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:298815 T1 EJAC Ply: 1 Job Number: 1018078 Cust:R7175 JRef: 1WGN71750005 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 6 DrwNo: 340.18.1519.39243 Truss Label: X3 JAK / RTT 12/06/2018 1111.5X4 •B 12 e.V r� 553X5 Y�� liMMEMINEVEJ D.-� 1113X5C 1111.5X4 1 511"4 1 5'11"4 511"4 "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 L/defl 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 531 /- /- /- /28 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 B - - C 1170 /- /- /- /93 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL): 0.002 B - - Wind reactions based on MWFRS Mean Height:20.83 ft NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 D Brg Width=5.5 Min Req= 1.5 TCDL:4.2 psf C BrgWidth=- Min Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.649 Req= Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.626 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:0.543 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:16.01.00C.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x6 DF-L SS Webs 2x4 HF Std/Stud Special Loads ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 66 plf at 0.00 to 66 plf at 5.94 BC:From 10 plf at 0.00 to 10 plf at 5.94 BC: 79 lb Conc.Load at 1.00 BC: 165 lb Conc.Load at 3.00 BC:1007 lb Conc.Load at 5.00 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind PROFESS Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. FE iQ 83294PE .el OREGON ~ SLY i4,z0°� QJ ssell Tare 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 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. (tefer to ALPINE� drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingq_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 PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pro essronaf 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:298825 T54 EJAC Ply: 1 Job Number: 1018078 Cust:R7175 JRef: 1WGN71750005 FROM:IKE Qty: 3 BUTTERFIELD PARK LOT 6 DrwNo: 340.18.1519.48280 Truss Label: X4 JAK / RTT 12/06/2018 2712 511"4 I- I2'2"12 3'8"8 I11 5X4 C 12 6 [/ 3X5 B - io inA . 2X4(A1) �E 11I3X5D 1111.5X4 1---2' A 311"4 1 22"12 3'5'8 2'2"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): 0.007 E 999 240 E 407 /- /- /228 /- /49 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 C - - D 135 /- /- /49 /22 /- 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 Code/Misc Criteria Creep Factor:2.0 E Brg Width=5.5 Min Req= 1.5 TCDL:4.2 psf D B Width=- Min Req q= Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.174 Bearing E is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.092 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.119 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 O,� 11G(NF �O 83294PE 7 \ O<EGO ,,,) 14,20Tarot 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,by TPI and SBCA)ter safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buiidin44�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN INN 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 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:298809 T43 HIP_ Ply: 1 Job Number 1018078 Oust:R7175 JRef: 1WGN71750005 FROM:IKE Qty: 6 BUTTERFIELD PARK LOT 6 DrwNo: 340.18.1519.59997 Truss Label: CG1 JAK / RTT 12/06/2018 I' 3'1"1 _I 11'1"3 -I 3'1"1 8'0"2 _.,._ 1112X4 .... __ i., 4.24 12 3r 3X5 e B tliil A /M 2. -M 2X4(A1) D =-3X6 E 1111.5X4 I-2'9„3 1 84„ 1 3'1"1I 8'0"2 I 3'1"1 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 Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pt 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):-0.013 E 999 240 E 594 /- /- /74 /7 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 B - - D 263 /- /- /49 /15 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL): 0.004 B - - Wind reactions based on MWFRS Mean Height:20.31 ft E BrgWidth=7.8 Min Req1.5 NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 = Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.662 D Brg Width=- Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.489 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: 0.702 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 E-B 49 -444 Lumber , Top chord 2x4 HF#2 Bot chord 2x6 HF#2 Webs 2x4 HF Std/Stud:W2 2x4 HF#2: 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 TC: 80 lb Conc.Load at 0.00 BC: 158 lb Conc.Load at 2.66 BC: 30 lb Conc.Load at 5.49 BC: 261 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 ��¢EO PROF,, Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. �� r1C'1 N F� i0 Left cantilever is exposed to wind �O 83294PE 9 z t OREGON 13 `Vty 14,2009 (e 0 *sell Tare Renewal 6/30/2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. ""IMPORTANT0° FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,byTPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, as applicable. 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 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 ANSIITPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pagge, listing this drawing indicates acceptance of pro esstonal engineering 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 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:298740 T4 HIP_ Ply: 1 Job Number: 1018078 Cust:R7175 JRef: 1WGN71750005 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 6 DiwNo: 340.18.1521.04163 Truss Label: CG2 JAK / RTT 12/06/2018 67"15 11'1"3 3'5" 2'9"15 4'10"5 1111.5XD4 12 4.24 V35 c in v in eq o /B Il y� �11111 - IIIIS A i, E 4X8(SRS) 13X5 i3 1 2X4(A1) H G 1114X8 /I 4.24 12 I-2,9„3 I. 64„ 1 2'9"15 4'10"5 3'5" 6'2"15 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 Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.015 G 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.025 G 999 240 H 850 /- /- /- /214 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.005 E - - E 372 /- /- /- /101 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.013 E - - Wind reactions based on MWFRS Mean Height:20.31 ft NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 H Brg Width=7.8 Min Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.301 E Brg Width=- Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.384 Bearing H is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.391 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 642 -39 B-C 301 -522 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 HF#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 HF Std/Stud A-G 28 -569 F-E 452 -253 Special Loads G-F 41 -630 --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Maximum Web Forces Per Ply1 TC:From 65 plf at 0.00 to 65 plf at 5.49 (lbs) TC:From 32 plf at 5.49 to 32 plf at 8.32 Webs Tens.Comp. Webs Tens. Comp. TC:From 65 plf at 8.32 to 65 plf at 11.10 B-G 169 -519 C-E 260 -459 BC:From 20 plf at 0.00 to 20 plf at 2.66 B F 768 -284 BC:From 10 plf at 2.66 to 10 plf at 3.41 BC:From 11 plf at 3.41 to 11 plf at 6.24 BC:From 10 plf at 6.24 to 10 plf at 8.32 BC:From 20 plf at 8.32 to 20 plf at 11.10 BC: 80 lb Conc.Load at 0.00,2.66 BC: -34 lb Conc.Load at 5.49 BC: 229 lb Conc.Load at 8.32 Loading �0)PROFF Bottom chord checked for 10.00 psf non-concurrent �(� S'S, bottom chord live load applied per IRC-15 section s b ,,t4 ‘4(‘ N FF O 301.5. �((/O 83294PE 7 Wind /' 1 Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind OREGON Ali `Ztr 14,ZpO� 2 SSeli Tare 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,b TPI and SBCA)fosafety 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. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to_ drawings 160A-Z for standard plate positions. ALPINE' Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the 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 roiesslonal 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/1'P!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:298803 T20 HIP_ Ply: 1 Job Number: 1018078 Cust:R7175 JRef: 1WGN71750005 FROM:IKE Qty: 2 BUTTERFIELD PARK LOT 6 DrwNo: 340.18.1521.16073 Truss Label: CG3 JAK / RTT 12/06/2018 3'1"1 1011"9 '11'1"9 3'1"1 7'10"8 1111.5X4p C .. ._ - 12 4.24 p 3X5 B A �M- 1 'T, el"-eaaJliall1111111.1 liMPA _L =2X4(A1) G' =3X5 E 1111.5X4 I 29„15 ♦ 8,3„5 1 3'1"1 ' 7.10"8 I 3'1"1 10'11"9 T1"1"9 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 589 /- /- /80 /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 C - - E 270 /- /- /6 /17 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):-0.003 C - - Wind reactions based on MWFRS Mean Height:15.00 ft Code/Misc Criteria CreepFactor:2.0 G Brg Width=7.8 Min Req= 1.5 NCBCLL:10.00 TCDL:4.2 psf Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.638 E Brg Width=- Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.482 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: 0.666 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 G-B 23 -441 Lumber Top chord 2x4 HF#2 Bot chord 2x6 HF#2 Webs 2x4 HF Std/Stud:W2 2x4 HF#2: Special Loads --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 2 plf at 0.00 to 2 plf at 11.13 BC:From 20 plf at 0.00 to 20 plf at 5.49 BC:From 2 plf at 5.49 to 2 plf at 11.13 BC: 80 lb Conc.Load at 0.00 BC: 158 lb Conc.Load at 2.66 BC: 30 lb Conc.Load at 5.49 BC: 261 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. �iixet PRopz. Wind S.9,.lc 4.,...‘GIN - ..''?S/o2 Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. 83294PE 9 iCe Left cantilever is exposed to wind �� - „4 ' <1 \\ REGON VLy 14,20° e, ss ell Ta09 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)tsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 6d 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 drewing,any failure to build the ANIM COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of pro esslona engineering responsibility solely for the design shown. The suitability and use of this 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:298835 T59 HIP_ Ply: 1 Job Number: 1018078 Cust:R7175 JRef: 1WGN71750005 FROM:IKE Qty: 2 BUTTERFIELD PARK LOT 6 DrwNo: 340.18.1522.12540 Truss Label: CG4 JAK / RTT 12/06/2018 3'1"1 8,3"4 311 5'2"3 1111.5X4 C 4.24 p 3X5 A �M T - -A - == 2X4(A1) - D E 1113X5 1111.5X4 29"3 A 571 A 3'115'2"3 5'2"3 3'1"1 8'3"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L!# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.018 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.030 E 999 240 E 767 !- /- /- /22 /- Risk Category:II BCDL: 10.00 Snow Duration:1.15 HORZ(LL):-0.004 C D 176 /- /- /- /3 /- EXP:B Kzt:NA Des Ld: 42.00 ( ) HORZ TL:-0.008 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 E Brg Width=7.8 Min Req= 1.5 D Brg Width=- Min Req=- Soffit: 2.00Bldg Code: IRC 2015 Max TC CSI: 0.537 BCDL:6.0 psf Bearing E is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.114 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.217 Members not listed have forces less than 375# FTlRT:2(0)!4(0) Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 A-B 467 -9 Lumber Maximum Chord Forces Per Ply(lbs) Top chord 2x4 HF#2 ChordsTens.Comp. Bot chord 2x6 HF#2 Webs 2x4 HF StdlStud A-E 0 -396 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 8.27 BC:From 20 plf at 0.00 to 20 plf at 2.66 E-B 62 -563 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 0.00,2.66 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. 4;(' PROP S Wind S Wind loads and reactions based on MWFRS. 0�� ��G 1 N E• 'b Right end vertical not exposed to wind pressure. (V 83294PE 9 Left cantilever is exposed to wind /'r" OREGON 4 ns LY 14,20 I? weal!Tar'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.Box488 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)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 bracingg installed per BCSI sections B3,B7 or 810, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. 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 rm COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pagge, listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability 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. Sacramento,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:w,vw.sbcindustry.com;ICC:www.iccsafe.org SEQN:298868 T21 HIP_ Ply: 1 Job Number: 1018078 Cust:R7175 JRef: 1WGN71750005 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 6 DrwNo: 340.18.1522.51750 Truss Label: CG5 JAK / RTT 12/06/2018 3'1"1 81"10 $,3"10 3'1"1 5'0"9 2' III1.5X4D C 1 1 12 4.24 V 3X5 <o B Zn -1111111111111111111111111111 A M� 2X4(A1) -� F E 1114X5 G 1111.5X4 273 - 5,67 A 3'1"15'0"9 3'1"1 _ 8'1"10 ✓3'3"10 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): 0.010 G 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.018 G 999 240 G 506 I- /- /16 /- / BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.003 D - - E 135 /-56 /- /8 /- /- EXP:B Kzt:NA HORZ(TL):-0.007 D Wind reactions based on MWFRS Des Ld: 42.00 Mean Height 15.00 ft NCBCLL:10.00Code/Misc Criteria Creep Factor:2.0 G Brg Width=7.8 Min Req= 1.5 TCDL:4.2 psf E Brg Width=- Min Req=- Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.278 Bearing G is a rigid surface. 087 2014 Max BC CSI: 0. Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.171 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:16.01.000.0327.16 G-B 0 -389 Lumber Top chord 2x4 HF#2 Bot chord 2x6 HF#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 8.30 BC:From 2 plf at 0.00 to 2 plf at 8.30 BC: 80 lb Conc.Load at 0.00 BC: 158 lb Conc.Load at 2.66 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads and reactions based on MWFRS. ��EO PROpS - - Right end vertical not exposed to wind pressure. `�c �-k (N E. S'0 O Left cantilever is exposed to wind 2 4.4i83294PE 9 Ct owe-- m- ei i.:. 1, ;a OREGON v1LY 14,200 QC 4 ' sell Taro' 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(BuildingCORNELIUS OR 97113 q d safetyg (503)357-2118 Ext Component Safety Information,by TPI an SBCA)fo'r practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted citherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properlyrl attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face_of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the AN PON 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 essiona engineering responsibility solely for the design shown. The suitability 8801 Folsom Suite 107 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsommento,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:298829 T9 JACK Ply: 1 Job Number: 1018078 Cust:R7175 JRef: 1WGN71750005 FROM:IKE Qty: 24 BUTTERFIELD PARK LOT 6 DrwNo: 340.18.1523.06840 Truss Label: CJ1 JAK / RTT 12/06/2018 12 1111.5X4 6 B A iiAMin p I ___ C 1111.5X4 2X4(A1) 1-1.11"11 1'10"3 1,11"11 '118 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):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):NA A 79 /- /- /39 /- /18 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 C - - C 79 /- /- /41 /7 /- EXP:B Kzt:NA HORZ(TL): 0.001 C Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:18.81 ft NCBCLL:10.00Code/Misc Criteria Creep Factor:2.0 A 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: 0.040 Load Duration:1.15MWFRS 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: 0.031 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. ,� ��G%N FSR ,O OZ 83294PE 'y 4......i..- _. .- 4 O13REGON 4 `Z/r 14,zooms 0 Sse/I Tart 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,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 ermanent 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 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 ANI NCOMPANY 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 10i and use of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 1 Folsommento,C 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:298827 T8 JACK Ply: 1 Job Number: 1018078 Gust:R7175 JRef: 1WGN71750005 FROM:IKE Qty: 20 BUTTERFIELD PARK LOT 6 Dm/No: 340.18.1523.15620 Truss Label: CJ2 JAK / RTT 12/06/2018 2'2"12 3'10"3 2'2"12 I 177 III1.5XC4 _. __ 6 L 03" r B v �� ih k MMIEjrj J_ 2X4(A1) 1113X5D 1111.5X4 h 2' , 1'10"3- 2712 1 7 7 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 Pt 21.2 Ce:1.1 VERT(LL): 0.006 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.010 E 999 240 E 487 /- /- /229 I- /31 BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL):-0.002 C - - D 15 /-117 /- /6 /48 /- EXP:B NA Des Ld: 42.00 ( )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 E Brg Width=5.5 Min Req= 1.5 D Brg Width=- Min Req Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.138 Bearing E is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.061 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.120 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:16.01.000.0327.16 E-B 219 -418 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 66 plf at 0.00 to 66 plf at 3.85 BC:From 20 plf at 0.00 to 20 plf at 3.85 TC: 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. .,, PROPFS Right end vertical not exposed to wind pressure. `�. G(N d'jO Left cantilever is exposed to wind �� F� Z .1(/ 83294PE 9 OREGON .e3 ~ -LY 14,200 tZ 4SSell Tan4' 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 anal SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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. 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 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 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 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:298714 T6 JACK Ply: 1 Job Number: 1018078 Cust:R7175 JRef: 1WGN71750005 FROM:IKE Qty: 15 BUTTERFIELD PARK LOT 6 DrwNo: 340.18.1523.22267 Truss Label: CJ3 JAK / RTT 12/06/2018 2'2"12 510"3 2'2"12 377 1111.5XC4 12 6 3X5 v B z9 iz..)A M ' 1 ■L 2X4(A1) ��E 1113X5D I111.5X4 2' A 3'10"3 A 2712 3'7"7 I -IH 2'2"12 5'10"3 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 L/# 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): 0.007 E 999 240 E 405 /- /- /227 /- /48 BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL):-0.001 C - - D 131 /- /- /46 /22 /- Des Ld: 42.00 EXP:B fighKztt NA HORZ(TL):-0.003 C Wind reactions based on MWFRS Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 E Brg Width=5.5 Min Req= 1.5 NCBCLL:10.00 TCDL:4.2 psf Soffit: 2.00 Bldg Code: IRC 2015 Max TC CSI: 0.169 D Brg Width=- Min Req=- BCDL:6.0 psf TPI Std: 2014 Max BC CSI: 0.089 Bearing E is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.114 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 4,,sp PROP . �.f _AG1NF, QO2 83294PE 9 OREGON 4 SLY 14,2009 0 4SSell Tare 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,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 Joinf 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 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 pro essiona engineering responsibility solely for the design shown. The suitability 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.org Sacramento,CA 95826 b. SEQN:298831 T10 JACK Ply: 1 Job Number: 1018078 Cust:R7175 JRef: 1WGN71750005 FROM:IKE Qty: 2 BUTTERFIELD PARK LOT 6 DiwNo: 340.18.1524.47043 Truss Label: CJ4 JAK / RTT 12/06/2018 12 1111.5X4 6 B ......_.,.._ -,3X5 A T ', CV J1II� D 1113X5 C III 1.5X4 1'10"3 1'10"3 F1' " H 103 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 /- I- /37 /- /18 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 B - - C 79 /- /- /42 /18 /- EXP:B Kzt:NA HORZ(TL):-0.000 B Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:19.81 ft NCBCLL:10.00 g Code/Misc Criteria Creep Factor:2.0 D Brg Width=- 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: 0.050 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: 0.032 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.041 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. O PROF 07Fs, sH 4. _AG1Ne-FO O483294PE � Z fl��r .!� OREGON r ` c5 C VLY 14,200 Q1 S. Tart 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 temporarryy (503)357-2118 Ext bracing per BCSI.Unless noted o"therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face,of truss and position as shown above and on the 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 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 pro essionaq engineering responsibility solely for the design shown. The suitability ggot Folsom Blvd.,Suite 10i and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TP!1 Sec.2. 8801 Folsommento,C 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:298807 T24 JACK Ply: 1 Job Number: 1018078 Gust:R7175 JRef: 1WGN71750005 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 6 DrwNo: 340.18.1524.57653 Truss Label: CJ5 JAK / RTT 12/06/2018 1111.5X4 B 12 T 6 p 3X5 v A in i-I ! D 1113X5 C 1111.5X4 1 3'10"3 i 3103 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 L/defl 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 165 /- 1- /79 /- /39 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 B - - C 165 /- /- /86 /28 /- EXP:B Kzt:NA HORZ(TL):-0.001 B Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:20.31 ft NCBCLL:10.00Code/Misc Criteria Creep Factor:2.0 D Brg Width=- 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: 0.233 Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.143 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.173 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. .<0:L PROFESS �P �1 G%N FFA 'b1 83294PE 9 meNimmeeememermeibiliktilli- -g.- , 11 OREGON 14 ,-LY 14,200 QI Seen Ta04 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,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, /1116 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 Building1Components Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the ANI/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 professional engineering responsibility solely for the design shown. The suitability 8801 Folsom Suite 10 and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 1 Folsom ,C 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:298736 T41 JACK Ply: 1 Job Number: 1018078 Cust:R7175 JRef: 1WGN71750005 FROM:IKE Qty: 2 BUTTERFIELD PARK LOT 6 DrwNo: 340.18.1525.25410 Truss Label: CJ6 JAK / RTT 12/06/2018 2'5"8 , 3'10"3 2'5"8 1'4"1 1 la 1.5X4 C 12 6 /65 p T 041 in io A /to D m -.' \\\3X5 2X4(A1) P.-----mi 6 \\14X5 12 2' i l'10"3---i 2'5"8 1'4"11 1' 2,5,8 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): 0.006 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.010 E 999 240 E 569 /- /- /271 /19 /41 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.002 C - - D - /-196 /- /8 /86 /- EXP:B Kzt:NA HORZ(TL):-0.004 C Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:19.31 ft NCBCLL:10.00Code/Misc Criteria Creep Factor:2.0 E Brg Width=5.5 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: 0.147 Bearing E is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.041 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:0.137 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:16.01.000.0327.16 B-E 232 -377 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 66 plf at 0.00 to 66 plf at 3.85 BC:From 20 plf at 0.00 to 20 plf at 2.46 BC:From 22 plf at 2.46 to 22 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 ED PROF member design. ��� FSs Left cantilever is exposed to wind ��� �aG t N F ,� /12 Additional Notes 83294PE 9 Negative reaction(s)of-196#MAX.from a non-wind load case requires uplift connection.See Maximum Reactions. Shim all supports to solid bearing. /3,_ !�\. OREGON ..GoN `VLY 14,zpO� C.4 -Sell Tare 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,byTPI and SBCA)fo'r safety 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 B3,67 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 drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the AN W COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and braciR ng 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 10. and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Sac1 Folsommento,CA 95Sui 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 f SEQN:298738 T39 JACK Ply: 1 Job Number: 1018078 Cust:R7175 JRef: 1WGN71750005 FROM:IKE Qty: 2 BUTTERFIELD PARK LOT 6 DtwNo: 340.18.1525.40003 Truss Label: CJ7 JAK / RTT 12/06/2018 2'5"8 4'5"8 610"3 2'5"8 ( 2' 1'4"11 1111.5X4 D T s —__ 12 C 1 T K1 3X5 N to g _4AIm F 1113X5E aft 2X4(A1) =�G 6 \\\4X5 12 I---2' 1 3'10°3 1 2'5"8 2' 1'411 2,5'8 I 4,5,8 510'.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 G 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.007 G 999 240 G 435 /- I- /247 1- /63 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 D - - E 114 /-14 /- /37 /33 /- EXP:B Kzt:NA HORZ(TL):-0.002 D Wind reactions based on MWFRS Des Ld: 42.00 Mean Height 19.81 ft NCBCLL:10.00Code/Misc Criteria Creep Factor:2.0 G Brg Width=5.5 Min Req= 1.5 TCDL:4.2 psf E Brg Width=- Min Req=- Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.120 Bearing G is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.038 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.094 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 4.1' PROFESS F83294PE R 7 00/ OREGON 0 �Ly 14,20U' 4 ssell Tarot 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 anr7 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 chordshall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed alled 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 RN COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,. listing this drawing,indicates acceptance of professional engineering responsibility solely for the desi n shown. The suitability 8801 Folsom Blvd.,Suite 10i and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP11 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:304368 T61 COMN Ply: 1 Job Number. 1018078 Gust:R7175 JRef: 1WGN71750005 FROM:IKE Qty: 148 BUTTERFIELD PARK LOT 6 DiwNo: 340.18.1526.32277 Truss Label: BP1 JAK / RTT 12/06/2018 1'8"6 1;16"6 1'8"6 '2' --- ___ =3X5 1111.5X4 A B E.., iimil — sm. F, D E 1111.5X4 3X5 f 1'10"6 H 1'8"6 2" F 1'8"6 1l1&'6 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A 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 U# 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 D 999 240 F* 84 /- /- /35 /0 /- 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:15.00 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: 0.025 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:16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-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 p PROF longitudinal forces.Sheathing is required for any ARE FS longitudinal(drag)forces. �( S, All horizontal and vertical diaphragms and con- �� , G 1 N e- 0 nections shall be designed by the engineer of record. ,� 83294PE - 13OREGON `/LI'14,200 0 4 * Sell Tart 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)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 properlyattached 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. (tefer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building_Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the 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 me listing this drawing,indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suability 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. 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 AE Hip Frame Details Hip Frame B - W4X4, Min, _ rA 24' ___________ U Trusses W1,5X3 !Tfl • _,+;j`,` MMM r Typ, —�� � � • Stepped Hip :TossishmismMil rice..."II System Trusses 1 h 1 1 1 •2x4 Purlinsiiii��iiitil �■ h _ �\I■2x4Chor ■�■li■�■i■�■��� #1 Hip 16. Setback �' l ii !,_,_�!��Pitched and Sheathed .0.1111111111:•....2"1- •�•••••••••••\••••• Chord Area Hip Frame* A. / B - Bottom Chord W3X4, Min, o- Attach hip frame to flat chords of stepped hips at all overlapping points with 2-l0d (0,148"x3") W3X4, Min, Hip Frame, 'R' common nails. Bottom chord of hip frame to be attached to #1 hip with 10d common (0,148"x3") -,Halls @ 6' o,c, maximum spacing, Hip Frame Hip frame stops at plumb cut of ,W' jacks to maintain pitch continuity. Section B-B * Hip frame lumber Is SPF, So. Pine, HF, ' or DFL Standard, Stud grade, or better, 7 See Engineer's sealed design for setback, .11110 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. H Setback -{ System Trusses Use this detail fori Hip Frame provided by truss manufacturer, ASCE 7-10 & ASCE 7-16, 140 mph, 30' M.H., Enclosed, Exp C, or Hip frame is- designed to provide bracing for flat ASCE 7-10 & ASCE 7-16, 120 mph, 30' M.H., Enclosed, Exp D, or top chords of hip frame system where Inficated. ASCE 7-0l 110 mph, M.H., Enclosed, Cat II, Exp C, Structural panels must be properly attached directly Residential, Wind TC DL DL=4.2 psf, Kzt=1,00 To hip fre-- •urlins. -celt°p PROPS S ssVAANIP s READ AND Fnn nv ALL NOTES a THIS BRAVING � Cw� `C,1 N E-�s SOA REF HIP FRAME ssfl LL TANTes FURNISH THIS DRAWING TO AC[RTRACTRtS INCLUDING THE INSTALLERS. ` n Y Trusses require extreme care in fabricating,handling shipping,Installing and bracing. Refer to and 1[! $3294PE Ir 9 DATE 01/02/2018 follow cticesthe priorst toedition of perfor IngCtI hessee'Ilding functio s. Istolers nt Safety oprovide temTin poraanndbraccing for per SCSI.safety �' Unless noted otherwise,top chord shall hove properly attached structural sheathing and bottom chord DRWG HIPFRAME0118 r shall have a properly attached rigid ceiling• Locations shown for permanent lateral restraint of webs A Lp[IN 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 Jdnt Details,unless noted otherwise. Refer to drawings 160A-Z for standard pints poskbns. Alpine, division of ITV Building Components Group Inc.shall not be responsible for yy deviation from OREGON AN ITW ODMPYIN this drawing,any Failure to bund the truss In conformance with ANSI/TPI I,or for Paneling,sRlpping, .}T �. Installation&bradng of trusses. I1e 4/LN 14,2004 A sent on this drnwfg or cover page listing this drawing,Indicate acceptance of professional (, 0 13723 Riverport Drive engineering resposbllky solely for Vv.design shown The sdtoblllky and use of this drawingSS e Suite 200 for any structure Is the responsblllty of the Building Designer per ANSI/TPI 1 Seca Q/I Ta r Maryland Heights,MO 63043 For more Information see this Job's general notes page and these web sites. ALPINEI www.alpinelte.coni TPB wrw.tpinst,orgi MAI www.sbclndustry.orgi ICC.wwwlccsafe.org Rnnnwal 8/3012O2O 12/06/2018 CLR Reinforcinc vernoer Suostitution T-Reinforcement This detail is to be used when a Continuous Lateral Restraint (CLR) Or T-Reinf. Is specified on a truss design but an alternative web L-Reinforcement: or reinforcement method is desired, L-Reinf, ,• 44- 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. w Alternative reinforcement specified in chart below may be conservative. imm 1 For minimum alternative reinforcement, re-run design with appropriate X reinforcement type. T-Reinf, L-Reinf, Web Member Specified CLR Alternative Reinforecement Scab Reinforcement: Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web, 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face. M Attach with 10d (0,128'x3.0',m1n) nails 2x6 1 row 2x4 1-2x6 at 6' o,c, Reinforcing member is a 2x6 2 rows 2x6 2-2x4010 minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(31E) Scab Reinf, T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. 010 Center scab on wide face of web, Apply (1) scab to each face of web, I. NMI P-Ep PROFcs% s.VARNIN l..READ AND FOLLOW ALL NOTES ON THIS DRAVINGI �� !`GIN��� OA C LL PSF REF CLR Subst, ■.D TANTes FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, VC` Trusses require extreme care h fabricating,handling,shipping,installing and bracing. Refer to and (U 83294PE IJ DL PSF DATE 10/01/14 follow the latest edition of SCSI(Buldirg Component Safety Information,by TPI and SBCA)for safety a,. /,,,,. practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. — Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord B DL PSF DRWG BRCLBSUB1014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs — A LPH A , shall have bracing installed per BCSI sections B3,B7 or BIO,as applicable. Apply plates to each face B LL PSF LPH I\V' of truss and position as shown above and on the Joint Details,unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. OREGON Alpine,a division of ITW Building Components Group Inc.shall rat be ponsible for y deviation from fi 'IT, LD, PSF AN RW COMPANY tns drawing,any failure to build the truss In con ormance with ANSI/TPI 1,or far Fandl ng shipplrg, Installation I bradng of trusses. '1/LY 14,20� A seal on w:drawing or cover pa listing this drawing,indicates acceptance of professional �/ cfp engineering responsLRUty solely for the design shown. The suitability and use of this drawing SS l���r w 13389 Lakefront Drive BUR. FAC. for any structure Is the responsibility of the Bulking Designer per ANSI/TPSect ell 1 Sec Earth City,MO 63045 For more information see this Job's general notes page and these web sites. SPACING ALPINE.www.alpineitw.coml TPIr www.tpinst.orgl SBCA.www.sbcindustryargt ICC.www.lccsafe.org I{oplgyr 8/t0(2Q20 A