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O Desc.:BUTTERFIELD PARK LOT 13 m <o U3 ADDRESS: zzoz Designed by:IKE ISAKSON PROp Alpine,an ITW Company ? � IN E ��O 8801 Folsom Blvd.,Suite 107 ''19575 Sacramento,CA 95826 ALPINE Phone:(800)877-3678(916)387-0116 Fax:(916)387-1110 AN 1TW COMPANY 08/28/201• sacseals@itwbcg.com OREGON v 1 ;4n. 20,1990 P BOLD WN- Renews 613012021 Customer: Truss Components of Oregon,Inc. Job Number: 0819099 Job Description: -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 Address: ,TIGARD,OR Jib n+ nee Criteria: ;.sem .., , Design Code: IRC 2015 IntelliVIEW Version: 18.02.01 JRef#: 1W0071750013 Wind Standard: ASCE 7-10 Roof Load(psf): 25.00-7.00-0.00-10.00 Wind Speed(mph): 120 Floor Load(psf): None This package contains general notes pages,56 truss drawing(s)and 3 detail(s). ,Seat i(f 1 240.19.1451.02660 A 2 240.19.1451.07027 Al 3 240.19.1451.10800 A2 4 240.19.1451.14320 A3 5 240.19.1451.16933 A4 6 240.19.1451.26610 A5 7 240.19.1451.32430 A6 8 240.19.1501.34113 A7 9 240.19.1451.49133 B 10 240.19.1451.54473 B1 11 240.19.1451.57147 B2 12 240.19.1451.58957 B3 13 240.19.1452.01387 B4 14 240.19.1452.03750 B5 15 240.19.1452.06630 B6 16 240.19.1452.10343 B7 17 240.19.1452.29840 B8 18 240.19.1452.36570 C 19 240.19.1452.43427 Cl 20 240.19.1453.01980 C2 21 240.19.1453.09070 D 22 240.19.1453.14180 D1 23 240.19.1453.19830 D2 24 240.19.1453.23723 D3 25 240.19.1453.29170 D4 26 240.19.1453.35320 E 27 240.19.1453.38817 El 28 240.19.1453.42680 E2 29 240.19.1454.11853 FG 30 240.19.1454.15903 FG2 31 240.19.1454.19877 FG3 32 240.19.1454.23197 FG4 33 240.19.1454.27263 FG5 34 240.19.1454.36120 G 35 240.19.1454.46093 G1 36 240.19.1454.51510 G2 37 240.19.1454.56197 G3 38 240.19.1455.01033 G4 39 240.19.1455.13290 G5 40 240.19.1459.18850 G6 41 240.19.1459.27330 H 42 240.19.1459.30947 H1 43 240.19.1459.32790 H2 44 240.19.1459.34783 X 45 240.19.1459.38630 X1 46 240.19.1459.40747 X2 47 240.19.1459.42600 X3 48 240.19.1459.58497 CG1 49 240.19.1500.02243 CG2 50 240.19.1500.05433 CG3 51 240.19.1500.36157 CJ1 52 240.19.1500.38493 CJ2 Printed 8/28/2019 4:33:10 PM ��Ep PROFS qt. Alpine,an ITW Company (V 19575 8801 Folsom Blvd.,Suite 107 yr. Phone: Sacramento,CA 95826 (800)877-3678(916)387-0116 /AP' ALPINE Fax:(916)387-1110 (- 08/28/201* a08/28/201• sacseals@itwbcg.com OREGON .J '9/POi.O W 9 N% Renews 6130(2021 Site Information: Page 2 :<` .,,.,. Customer: Truss Components of Oregon,Inc. Job Number: 0819099 Job Description: -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 Address: ,TIGARD,OR 53 240.19.1500.42090 CJ3 54 240.19.1500.44550 CJ4 55 240.19.1500.49153 CJ5 56 240.19.1501.04377 BP Printed 8/28/2019 4:33:10 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. BOLL= Bottom Chord standard design Live Load in pounds per square foot. Des Ld =total of TCLL,TCDL, BOLL and BCDL Design Load in pounds per square foot. HORZ(LL) =maximum Horizontal panel point deflection due to Live Load, in inches. HORZ(TL) = maximum Horizontal panel point long term deflection in inches, due to Total Load, including creep adjustment. HPL=additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds. L/#= user specified divisor for limiting span/deflection ratio for evaluation of actual L/defl value. L/defl = ratio of Length between bearings, in inches, divided by the immediate vertical Deflection, in inches, at the referenced panel point. Reported as 999 if greater than or equal to 999. Loc= Location, starting location of left end of bearing or panel point(joint) location of deflection. Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for of all load cases. Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for of all load cases. Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for of all load cases. NCBCLL= Non-Concurrent Bottom Chord design Live Load in pounds per square foot. PL=additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds. PLB =additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds PLT=additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds. PP = Panel Point. R = maximum downward design Reaction, in pounds, from all specified gravity load cases, at the indicated location (Loc). -R = maximum upward design Reaction, in pounds, from all specified gravity load cases, at the identified location (Loc). Rh = maximum horizontal design Reaction in either direction, in pounds,from all specified gravity load cases, at the indicated location (Loc). RL= maximum horizontal design Reaction in either direction, in pounds,from all specified non-gravity(wind or seismic) load cases, at the indicated location (Loc). Rw=maximum downward design Reaction, in pounds, from all specified non-gravity(wind or seismic) load cases, at the identified location (Loc). TCDL=Top Chord standard design Dead Load in pounds per square foot. TOLL=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 SEAN:13495 HIPS Ply: 1 Job Number: 0819099 Cyst:R7175 JRef:1W0071750013 T12 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1451.02660 Truss Label: A BFR / GWH 08/28/2019 5'1"12 7'11"4 1278 17'6" 22'3"8 27'0'1229'10"4 33' 5,1„12 2.9„8 4,9„4 4,9„8 - 4.9„8 4,9„4 2,9„8 I 3,1„12 H 4 12 .6X6 .3X5 FT2 D 5 1111.5X4 =3G5 =6H6 a3X7 T .5X5 {] 3X5 T3 _ 3i5 .� W4 / /y1 J K B / v A 1 3..15 ¢ I I I ■ _A _6 3X5(C6))T I� S R Q P 0 N B2 M L U =3X7(C6) 1111.5X4 =4X8 =3X10 .H0610- 4X8 -3X10 =4X5 1111.5X4 1118X10(E5) I-2' A 31' 1 2'7"4 474 378 1'6" 578 4'7"12 2712 3' 7'7"4 - 12'3"8 16' I 17'6' 22'8"8 27'4"4 I 30' 33' 'I 5' I5, HI 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): 0.524 F 704 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.886 F 416 240 T 2632 /- /- /- /158 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.088 D - - U 2613 /- /- /- /214 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:22.15 ft HORZ(TL):0.150 D - - Wind reactions based on MWFRS NCBCLL:10.00 TCDL:42 psf Code/Misc Criteria Creep Factor:2.0 T Brg Width=5.5 Min Req=2.2 Soffit: 2.00 BCDL:6.0psf Bldg Code: IRC 2015 Max TC CSI: 0.909 U Brg Width=- Min Reg=- Bearing T is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.896 Rep Fac:Varies byLd Case Max Web CSI:0.962 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.30 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:18.02.01A.0205.19 A-B 114-1135 F-G 482 -8209 Lumber B-C 222-3659 G-H 449 -7321 C-D 309-5167 H-I 369 -5314 Top chord 2x4 HF#1&Bet.:T2 2x4 DF-L 2400f-2.OE: D-E 421 -7265 I-J 363 -4552 :T3 2x4 DF-L#2: E-F 482-8209 J-K 370 -4597 Bot chord 2x6 DF-L 2400f-2.0E:B2 2x6 DF-L SS: Webs 2x4:HF Standard+HF Stud::W4,W10 2x4 DF-L#2: Maximum Bot Chord Forces Per Ply(lbs) :Lt Slider 2x6 DF-L#2:BLOCK LENGTH= 2.750' Chords Tens.Comp. Chords Tens. Comp. :Rt Slider 2x6 DF-L#2:BLOCK LENGTH= 2.000' T-S 3317 -202 P-O 7343 -429 Special Loads A-T 1094 -88 0-N 7396 -456 ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) S-R 3380 -208 N-M 5070 -349 TC:From 65 plf at 0.00 to 65 plf at 7.94 R-Q 4943 -292 M-L 4160 -330 TC:From 32 plf at 7.94 to 32 plf at 33.00 Q-P 7343 -429 L-K 4176 -333 BC:From 20 plf at 0.00 to 20 plf at 7.89 BC:From 10 pif at 7.89 to 10 plf at 33.00 Maximum Web Forces Per Ply(lbs) BC: 262 lb Conc.Load at 7.89 Webs Tens.Comp. Webs Tens. Comp. BC: 232 lb Conc.Load at 8.00,10.00,12.00,14.00 16.00,17.50,19.00,21.00,23.00,25.00,27.00 S-C 91 -991 E-0 984 -60 BC: 348 lb Conc.Load at 29.00,31.00 C-B 235-2796 0-G 915 -30 Loading C-R 1888 -96 G-N 62 -657 D-Q 2675 -148 N-H 2585 -114 Bottom chord checked for 10.00 psf non-concurrent03 PROP. Q-E 75 -682 M-I 1106 -25 �� live load. R F ,f, GtN /O Puriins 44C./ ea 19575 F49 2 In lieu of structural panels use purlins to brace all flat 9r TC @ 24"oc. /' Wind 1;l : a Wind loads and reactions based on MWFRS. 0 OREGON J Left cantilever is exposed to wind "V en.2o,199° it 'OLD W." Renews 6/30/2021 **WARNING** READ 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 CORNEOUS OR 97113 Component Safety Information,by TPI end SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracingp installed per BCSI sections 63,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to A ALPINE E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,N 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 essionaT 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:13399 HIPS Ply: 1 Job Number: 0819099 Cust:R7175 JRef:1W0071750013 T37 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1451.07027 Truss Label: Al BFR / GWH 08/28/2019 278 9'11"4 15(715 20'0"13 250'12 33' 2'3"8I 7712 51"11 4'11"15 4,11"15 T11"4 — 12 5X7 =3XX5 1111.5X4 =5D X5 T 4 V - 8- +;;------ 3X5 T3 5.---5X5 G chi B ` H ♦ W2 1 _ = e ,`, j_ 315 3X5(A1) N�- M L K J B2 I 1115X10(E5) 1112X4 =5X5 =3X5 =3X10 1111.5X4 =4X8 HZ A 31' A 2'1"12 76" 5'1"11 1'2" 4'013 5'111 79"8 2'1"1 9712 14,9"7 16 20,0"13 252"8 33' 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): 0.293 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.560 E 661 240 N 1496 /- 1- /648 /82 /34 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.104 G - - H 1301 /- 1- /540 /80 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.199 G - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:22.48 ft TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 N Brg Width=5.5 Min Req=2.1 H BrgWidth=- Min Re Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.868 q=- Bearing N is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.983 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.30 ft Rep Fac:Yes Max Web CSI:0.570 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.18.02.01A.0205.19 B-C 557-2547 E-F 642 -3242 Lumber C-D 654-3177 F-G 549 -2576 D-E 642-3238 G-H 558 -2679 Top chord 2x4 HF#2:T3 2x4 HF#1&Bet.: Bot chord 2x4 HF#2:B2 2x4 DF-L#2: Webs 2x4:HF Standard+HF Stud::W2 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) :Rt Slider 2x6 HF#2:BLOCK LENGTH= 2.000' Chords Tens.Comp. Chords Tens. Comp. Loading N-M 481 -187 K-J 3217 -555 Bottom chord checked for 10.00 psf non-concurrent M-L 2352 -555 -I 2362 -463 live load. L-K 3211 7 -555 I-H 2367 -460 Purlins Maximum Web Forces Per Ply(lbs) In lieu of structural panels use purlins to brace all flat Webs Tens.Comp. Webs Tens. Comp. TC@24"oc. N-B 404-1358 L-D 119 -477 Wind B-M 1998 -313 E-J 96 -511 C-L 1020 -152 J-F 1119 -130 Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind 4'1- PROFS C.2 aG%Nk- 'O 1(/ 19575 11 1.12'. M% •• -a o OREGON J Ili?OLD. o,W9 NSP Renews 53012021 **WARNING** READ 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 CORNEIJUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shallprovide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the JoinfDetails, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the M111„Co,,,,µ,. 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 desi n shown. The suitability and use of this drawing for any structure is a responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 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:13401 HIPS Ply: 1 Job Number: 0819099 Cust:R 7175 JRef:1W0071750013 T41 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1451.10800 Truss Label: A2 BFR / GWH 08/28/2019 23.81 9'9"14 11'11"4 176" ' 23'0"12 25'2"2I 33' 2'3 8 7'6"6 2'1 6 I 5'6"12 5'6"12 21 6 7'9"14 5X5 1111.5X4 =5X5 12 1111.5X4 D E F 1111.5X4 T 4 p C . ;! it ; G T3 z-'--3X5 ro 5X5 H 1 B = _ = I. W2 % A eafi� ;Cs 3"15 �%� 1113X7(A1!) =4X12 =3NI X5 =3X7 =3X5 1115X10(E5) 3X5(A1)1112X4 I-2' * 31' i 21„12 78"2 6'2"2 1'6" 76"6 7'11"10 211 9'9"14 16' 17,6- 25,0"6 33' I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.243 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.397 E 931 240 N 1510 1- /- /646 /86 /41 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.075 J - - I 1301 1- /- /540 /84 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.147 H - - Wind reactions based on MWFRS Mean Height:22.82 ft Code/Misc Criteria Creep Factor:2.0 N Brg Width=5.5 Min Req=2.1 NCBCLL:10.00 TCDL:42 psf Bldg Code: IRC 2015 Max TC CSI: 0.801 ! Brg Width=- Min Req=- Soffit: 2.00 BCDL:6.0 psf Bearing N is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.830 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.30 ft Rep Fac:Yes Max Web CSI:0.399 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 574-2535 F-G 609 -2427 Lumber C-D 639-2467 G-H 560 -2536 D-E 605-2646 H-I 559 -2637 Top chord 2x4 HF#2:T3 2x4 DF-L#1&Bet.: E-F 605-2646 Bot chord 2x4 HF#2 Webs 2x4:HF Standard+HF Stud::W2 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) :Rt Slider 2x6 HF#2:BLOCK LENGTH= 2.000' :Lt Wedge 2x4 HF Standard+HF Stud: Chords Tens.Comp. Chords Tens. Comp. Loading N-M 458 -148 K-J 2230 -421 Bottom chord checked for 10.00 psf non-concurrent M-L 2191 -435 J-I 2319 474 live load. L-K 2191 -435 Purlins Maximum Web Forces Per Ply(lbs) In lieu of structural panels use purlins to brace all flat Webs Tens.Comp. Webs Tens. Comp. TC @ 24"oc. N-B 411 -1382 D-K 641 -119 Wind B-M 1898 -345 E-K 142 -562 C-M 205 -456 K-F 608 -102 Wind loads based on MWFRS with additional C&C M-D 491 -113 F-J 448 -98 member design. Left cantilever is exposed to wind 4'1s PROFS /V 19575 y 1 1 r '411 "' OREGON v 9 , 9SP 'OLD w. Renews 6/352021 **WARNING** READ 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)tar 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 forpermanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z far 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,,,y COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of Pro essiona engineering res onsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 10i and use of this &awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 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:13395 HIPS Ply: 1 Job Number: 0819099 Cust:R 7175 JRef:1W0071750013 T42 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1451.14320 Truss Label: A3 BFR / GWH 08/28/2019 73"8 9714 1311"4 _I 21'0"12 25'2"2 33' 2'3"8 I 76"6 4'1"6 71"8 4'1"6 7'9"14 =5X7 .5X7 D T2 T12 1111.5X4 CF 4 V '' -: 1111.5X4 3X5 v ..,..,--5X5 G IB H„ ♦ W2 _ A Ih' 115 3X5(A1)1112X4 =4X12 • =3X5=3X5 =3X5 1115X10(E5) I-2' A 31' 1 I 2'112, 7'8"2 622 16" 776 71110 II H 2'1"1 9'9"14 16' 176 25'0"6 33' 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): 0.223 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.378 E 980 240 M 1573 /- /- /642 /90 /47 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.077 G - - H 1389 /- /- /542 /87 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.139 G - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:23.15 ft TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 M Brg Width=5.5 Min Req=2.2 H Brg Width=- Min Re Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.973 q=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.861 Bearing M is a rigid surface. Rep Fac:Yes Max Web CSI:0.397 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.30 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:18.02.01A.0205.19 B-C 574-2619 E-F 620 -2546 Lumber C-D 642-2566 F-G 566 -2625 D-E 526-2138 G-H 573 -2750 Top chord 2x4 HF#2:T2 2x4 DF-L#2: Bot chord 2x4 HF#2 Webs 2x4:HF Standard+HF Stud::W2 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) :Rt Slider 2x6 HF#2:BLOCK LENGTH= 2.000' Chords Tens.Comp. Chords Tens. Comp. Loading M-L 552 -145 J-I 2087 -400 L-K 2062 -415 I-H 2394 -476 Bottom chord checked for 10.00 psf non-concurrent K-J 2062 -415 live load. Purlins Maximum Web Forces Per Ply(lbs) In lieu of structural panels use purlins to brace all flat Webs Tens.Comp. Webs Tens. Comp. TC@24"oc. M-B 420-1445 L-D 595 -112 Wind B-L 1881 -354 E-I 559 -113 Wind loads based on MWFRS with additional C&C C-L 184 -489 member design. Left cantilever is exposed to wind X41 0 PROp'A' C., ,�G 1 N F .• ,OZ +L 19575 'fl /r I.y •• dll OREGON J 1dc an.20,1990 e. 0LDW- " • Renews 6130/1021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI anc7 SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinaComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the AR,r�,,C,,,,,r, truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of rooesslonai engineeringg responsibility solely for the design shown. The suitability and use of this awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 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:13405 HIPS Ply: 1 Job Number: 0819099 Cust:R 7175 JRef:1W0071750013 T43 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1451.16933 Truss Label: A4 BFR / GWH 08/28/2019 • 2'3"8I 9'11"10 15'11"4 I 19'0"12 I 25'0"6 33' 2'3"8 7'8"2 5'11"10 3'1"8 511"10 7'11"10 =5X5 =5X5 D E T 12 4 I/ ;3X5 •3X5 C F � T3 5, al 3X5 3X10 G B A I W2 H 32J-5 il W• — 8 - its 3X5(A1)1112X4 -5X5 =X12 =3X5 1111.5X4 6X10(E5) H z' j 31' 1 21"1217'6"6 63"14 3'4"4 5'914 7'9"14 II-2'1"12 9,8"2 16' 19,4"4 252"2 33' Loading Criteria(pst) 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 Udefi IJ# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.256 J 999 360 Loc R+ /R- /Rh /Rw /U /RL BOLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.407 J 909 240 M 1632 /- /- /637 /94 /54 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.097 G - - H 1453 /- /- /543 /90 /- Des Ld: 42.00 EXP.B Kzt:NA HORZ(TL):0.155 G - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:23.48 ft TCDL:42 psf Code/Misc Criteria Creep Factor:2.0 M Brg Width=5.5 Min Req=2.3 H BrgWidth=- Min Re Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.994 q=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.973 Bearing M is a rigid surface. Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.30 ft Rep Fac:Yes Max Web CSI:0.603 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 577-2863 E-F 528 -2295 Lumber C-D 530-2279 F-G 591 -2888 D-E 540-2071 G-H 591 -2988 Top chord 2x4 HF#2:T3 2x4 DF-L#2: Bot chord 2x4 HF#2 Webs 2x4:HF Standard+HF Stud::W2 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) :Rt Slider 2x6 HF#2:BLOCK LENGTH= 2.000' Chords Tens.Comp. Chords Tens. Comp. Loading M-L 542 -137 J-I 2636 -488 Bottom chord checked for 10.00 psf non-concurrent L-K 2638 -353 I-H 2640 -487 live load. K-J 2085 -353 Purlins Maximum Web Forces Per Ply(lbs) In lieu of structural panels use purlins to brace all flat Webs Tens.Comp. Webs Tens. Comp. TC @ 24"oc. M-B 429-1497 K-D 432 -75 Wind B-L 2101 -383 E-J 411 -52 C-K 151 -639 J-F 159 -611 Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind 43's PROpSSA, ��5 (lr, GIKI�F�Q -'b k/ 19575 y �r Vi : [i*• /' OREGON 9'0 `.D,W 9 NVQ Renews 6/30/2021 **WARNING** READ 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 CORNEUUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or BI0, as applicable. Applplates to each face oftrussand position as shown above and on the JoinfDetails, unless noted otherwise. refer to ALPINE drawings 160A-Z fOr standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the w truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of aro-tessionaf engineering responsibility solely for the design shown. The suitability and use of this rawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sac.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:13386 COMN Ply: 1 Job Number: 0819099 Gust:R 7175 JRef:1 W0071750013 T45 FROM:IKE Qty: 4 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1451.26610 Truss Label: A5 BFR / GWH 08/28/2019 2'3"8 911"10 17'6" 250"6 32'8"8 35' I- 2,3„81- 7,8„2 I 7,6„6 I 76"6 I- 7'8„2 I- 2'3„8I =5X5 D T 12 4 p 3X5 3X5 C E io ...,---5X5 . 5X5 B F A i W2 .: $ G 2_ 3'15 h -Cl III . I 3X5(A1) Ml L K J I IN 1111.5X4 =5X5 =3X5=3X7 =5X5 w3X5(A1) 1111.5X4 I—z' 1 31' 1 2'—1 I 21"12 776 6714 1 1,6” 7'9"14 7'6"6 1 2'1"13 2' 1"1 9'8"2 16' 17'61' 25'3"14 32'10"4 35' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in roc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.172 J 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.292 J 999 240 M 1483 1- /- /631 /85 /58 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.044 H - - H 1483 /- /- /631 /85 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.075 H - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:23.74 ft TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 M Brg Width=5.5 Min Req=2.1 H Brg Width=5.5 Min Req2.1 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.808 = Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.730 Bearings M&H are a rigid surface. RepFac:Yes Max Web CSI:0.446 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.50 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:18.02.01A.0205.19 B-C 568-2512 D-E 505 -1910 Lumber C-D 505-1910 E-F 568 -2512 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4:HF Standard+HF Stud::W2,W4,W6,W8 Chords Tens.Comp. Chords Tens. Comp. 2x4HF#2: M-L 408 -108 J-I 2314 -474 Bracing L-K 2314 -474 I-H 408 -108 (a)Continuous lateral restraint equally spaced on K-J 2314 -474 member. Maximum Web Forces Per Ply(lbs) Loading Webs Tens.Comp. Webs Tens. Comp. Bottom chord checked for 10.00 psf non-concurrent M-B 439-1347 J-E 189 -701 live load. B-L 1912 -398 I-F 1912 -397 Wind C-J 189 -701 F-H 439 -1347 D-J 677 -79 Wind loads based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind ��RED PROpSSS' 19575 ' 9 (0-401.7, I yU %r i ,' f••• , OREGON v 9,Q0L.O,W. Renews 6/30/2021 **WARNING** READ 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 an SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCS/.Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown for Permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Aline,a division of ITW Buildl'n Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the ,R truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of Protessionau engineering, responsibility solely for the design shown. The suitability the responsibility of the Building Designer per ANSIITPI 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:13409 COMN Ply: 1 Job Number: 0819099 Cust:R 7175 JRef:1W0071750013 T36 FROM:IKE Qty: 5 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1451.32430 Truss Label: A6 BFR / GWH 08/28/2019 5"3 7'8"8 15714 22'9"4 30'5"6 32'8"1 5 3 7'3"5 T6"6 T6"6 7'8"2 2'3"8 =5X5 C 12 iii. 4 p 3X53X5 0) B D T2 to SAX 10 5X5 E Ti W2 W8 • ISI( in limb._ F 1 W C J3'�5 L K J I H lG 11I3LX7 =4X8 3X5= =3X7 5X5= 1112X4=3X5(A1) 30'8"14 1 2'—{ 74"8 6'4"6 1'6" 79"14 7'6"6 21"121I " " 15'2'l14 "748 13814 0 3072 32'8"1k 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): 0.167 I 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.282 I 999 240 L 1290 /- /- /540 /94 /59 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.043 G - - G 1485 /- /- /627 /98 /- Des Ld: 42.00 EXP'B Kzt:NA HORZ(TL):0.072 G - - Wind reactions based on MWFRS Mean Height:23.74 ft NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 L Brg Width=- Min Req=- G BrgWidth=5.5 Min Req2.1 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.986 = Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.738 Bearing G is a rigid surface. Spacing:24.0" C&C Dist a:3.50 ft Rep Fac:Varies by Ld Case Max Web CSI:0.478 Members not listed have forces less than 375# FT/RT:2(0)/4 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.18.02.01A.0205.19 A-B 590-2532 C-D 497 -1912 Lumber B-C 517-1914 D-E 575 -2517 Top chord 2x4 DF-L#2:T2 2x4 HF#2: Maximum Bot Chord Forces Per Plylbs Bot chord 2x4 HF#2 (lbs) Webs 2x4:HF Standard+HF Stud::W2,W4,W6,W8 Chords Tens.Comp. Chords Tens. Comp. 2x4 HF#2: K-J 2345 -481 I-H 2319 -481 Bracing J-I 2345 -481 H-G 407 -110 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Loading A-L 355-1223 I-D 185 -699 Bottom chord checked for 10.00 psf non-concurrent A-K 2225 -457 H-E 1918 -397 live load. B-I 187 -731 E-G 431 -1349 Wind C-I 687 -96 Wind loads based on MWFRS with additional C&C member design. Right cantilever is exposed to wind •cC" PROpSSS O�5 , GtNF . iO 19575 • %r OREGON J ii?OL .W 9 NSP Renew.8130/2021 **WARNING** READ 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 forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildl'na Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the �m y truss in conformance with ANSI/TPI 1, r 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 Me responsibility of the Building Designer per ANSIITPI 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.tpinsl.org;SBCA www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95826 SEQN:13474 EJAC Ply: 3 Job Number: 0819099 Cust:R 7175 JRef:1 W0071750013 T31 FROM: Qty: 1 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1501.34113 Truss Label: A7 BFR / GWH 08/28/2019 __5 3 Complete Trusses Required I 2'112.1 5'10"8 9'7"4 _ 15'1"4 _, 21' _I 25'10"11 31'8"12 36'6" 2'112 2'11"6 3'8"11 5'6" 5'10"12 4'10"11 5'10"2 4'9"4 III5X7 1 X5 12 =H0510 = 4 H0612 H 4 12 E T2 F ... 3X5 T xt4X5 ;3D X5 2 T4 kb so =SS0612(E1) C a 1 �3 8X10(E1) F !A K Tf S R a P O N M L F''u 1111.5X4 1115X10 =5X7 =4X5 =8X10 -4X8 1112X4 .H0610 r 36'6" 1 29"6 _ 2,9"101 3'8"11 , 59"8 I 4'10"12 1' 52"11 I 5714 4'7'8 2'9 6 57" 9'3"12 15'1"4 20' 211I 26'2"11 31'10"8 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 L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.477 P 917 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.797 P 549 240 T 13089/- /- 1- /1077 1- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.069 D - - U 9326 /- /- /- /805 /- Des Ld: 42.00 EXP.B Kzt.NA HORZ(TL):0.115 D - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:24.08 ft Code/Misc Criteria Creep Factor:2.0 T Brg Width=5.5 Min Req=4.7 TCDL:4.2 psf U BrgWidth=5.5 Min Req3.3 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.946 = Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.716 Bearings T&U are 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:0.950 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 18SS,WAVE,HS VIEW Ver:18.02.01A.0205.19 A-B 619-7334 F-G 502 -5638 Lumber Special Loads B-C 615-7315 G-H 502 -5635 C-D 725-8535 H-I 587 -6626 Top chord 2x4 DF-L#2:T2 2x6 DF-L#2: ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) D-E 655-7647 I-J 589 -6840 :T4 2x4 DF-L#1&Bet.: TC:From 65 plf at 0.00 to 65 plf at 5.63 E-F 724-8281 J-K 593 -6857 Bot chord 2x8 DF-L SS TC:From 32 plf at 5.63 to 32 plf at 24.50 Webs 2x4:HF Standard+HF Stud::W8 2x4 DF-L TC:From 65 plf at 24.50 to 65 plf at 36.50 Standard+DF-L Stud: BC:From 20 plf at 0.00 to 20 plf at 2.50 Maximum Bot Chord Forces Per Ply(lbs) :W9 2x4 HF#2: BC:From 10 plf at 2.50 to 10 plf at 36.50 Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 HF#2:BLOCK LENGTH= 2.000' BC:1630 lb Conc.Load at 0.50,32.50 A-S 6885 -578 O-N 8281 724 :Rt Slider 2x4 HF#2:BLOCK LENGTH= 2.000' BC: 881 lb Conc.Load at 2.50,30.50 BC: 977 lb Conc.Load at 4.50,28.50 S-R 6809 -574 N-M 6216 -549 Bracing BC:3456 lb Conc.Load at 5.63 R-Q 8019 -681 M-L 6383 -551 (a)Continuous lateral restraint equally spaced on BC: 874 lb Conc.Load at 6.50,8.50,10.50,26.50 Q-P 7154 -613 L-K 6423 -553 member. BC: 877 lb Conc.Load at 12.50,16.50,18.50,20.50 P-O 8281 -724 . 24.50 Nailnote BC: 926 lb Conc.Load at 14.50 Maximum Web Forces Per Plylbs BC: 870 lb Conc.Load at 22.50 (lbs) Nail Schedule:0.131"x3",min.nails BC: 163 lb Conc.Load at 34.50 Webs Tens.Comp. Webs Tens. Comp. Top Chord:1 Row @12.00"o.c. Bot Chord:2 Rows @ 4.50"o.c.(Each Row) S-C 77 -648 E-P 1359 -134 Webs :1 Row © 4"o.c. C-R 1475 -134 F-N 297 -3480 Repeat nailing as each layer is applied.Use equal R-D 809 -57 G-N 3507 -301 spacing between rows and stagger nails in each row D-Q 72 -916 N-H 99 -1142 to avoid splitting. �, D PROpE. Q-E 1521 -112 H-M 924 -60 Purlins \�� G%NE SAO In lieu of structural panels use purlins to brace all flat C9 l�,� Fit 2 TC @ 24"oc. �(/- 19575. y- Wind V/ a...." Wind loads and reactions based on MWFRS. rjel OREGON J i•°i. o .NSP Renews 6/30/2021 ''*IIVARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safely 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. Appiy 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 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 mvcOMPuw 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 progesslonaa engineerin responsibility solely for the design shown. The suitability and use of this rawing 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 I SEQN:13469 HIPS Ply: 1 Job Number: 0819099 Cust:R 7175 JRef:1W0071750013 T20 FROM: Qty: 2 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1451.49133 Truss Label: B BFR / GWH 08/28/2019 5'112 7'11"4 128" 17'0"12 23' 5'1"12 - 2'9"8 - 4'6"12 4'6"12 5'11"4 12 -5X5 III 1.5X4 4X5= T4 V ,4X5 Ti C W 3GX5 r3X5 •gro B W4 ` H (V A -Ow o- ■ T l 2X4(C6) 0 3X7(C6) 1111.5X4 =5X5 =4X8 =5X5 L K J I B2 1113X5 1116X10(EE5) I-2' 1 21' 2712 , 4'10"4 1'6" 3'2"8 5'9"8 7712 12'6" 14' 17'2"8 23' 5' I- H 5' 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): 0.203 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.343 E 725 240 N 1850 1- /- /- /124 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.042 I - - 0 1630 /- /- /- /107 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.071 I - - Wind reactions based on MWFRS Mean Height:22.15 ft N Br Width=5.5 Min Re 1.6 NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 9 q= Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.745 0 Brg Width=- Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.862 Bearing N is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.675 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 A-B 49-1243 E-F 251 -4086 Lumber B-C 152-2283 F-G 224 -3433 C-D 215-3362 G-H 236 -3485 Top chord 2x4 DF-L#2:T1 2x4 HF#1&Bet.: D-E 251 -4086 Bot chord 2x6 DF-L SS:02 2x6 DF-L#2: Webs 2x4:HF Standard+HF Stud::W4,W6 2x4 DF-L Standard+DF-L Stud: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 HF Standard+HF Stud:BLOCK LENGTH= 2.000' N-M 2074 -135 K-J 3161 -205 :Rt Slider 2x4 HF#2:BLOCK LENGTH= 2.000' A-N 1205 -24 J-I 3161 -205 Special Loads M-L 2128 -140 I-H 3194 -205 (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) L-K 3179 -201 TC:From 65 plf at 0.00 to 65 plf at 7.94 TC:From 32 plf at 7.94 to 32 plf at 17.06 Maximum Web Forces Per Ply(lbs) TC:From 65 plf at 17.06 to 65 plf at 23.00 Webs Tens.Comp. Webs Tens. Comp. BC:From 20 plf at 0.00 to 20 plf at 7.89 BC:From 10 plf at 7.89 to 10 plf at 17.11 M-C 83 -848 K F 1058 -52 BC:From 20 plf at 17.11 to 20 plf at 23.00 C-L 1325 -70 F-1 508 0 BC: 262 lb Conc.Load at 7.89,17.11 D-K 1048 -56 BC: 232 lb Conc.Load at 8.00,10.00,12.00,13.00 15.00,17.00 Loading e0 PROF Bottom chord checked for 10.00 psf non-concurrent 4'N' FSS, live load. O�5 �G 1 N FR �O Purlins 14 ' 19575 7 In lieu of structural panels use purlins to brace all flat 1 �t TC@24"oc. / ; ti* WindOREGON J Wind loads and reactions based on MWFRS. '9�eq 20,1 09% �P Left cantilever is exposed to wind O L 0 w.N Renews 6/30/2021 *"WARNING** READ 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 CORNEUUS 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 olherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections 03,B7 or B10, as applicable. AppTplates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to A IPL NE 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 a n R truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of oroTessionar engineering responsibility solely for the design shown. The suitability and use of this rawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10i Sacramento,CA 95826 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA www.sbcindustry.com;ICC:www.iccsafe.org SEQN:13446 HIPS Ply: 1 Job Number: 0819099 Cust:R 7175 JRef:1W0071750013 T21 FROM: Qty: 2 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1451.54473 Truss Label: B1 BFR / GWH 08/28/2019 2'4"8I 73"14 911"4I 126" 150'12I 17'8'2I 22'78- 1 24E 4116 2'7"6 2612 2612 2'7"6 4116 4'8 =4X5 1111.5X4 =4X5 D E F -r q 121.C4 2 9 S 1111.X4 i c3X5 4X5 m g HI A yy' •t 'T Tai Ill _ _ 1. I1I 40 2X4(A1) I IP 0 N M L K J 1111.5X4 =5X7 =3X7 =3X5 =6X8 1113X5 I-7 A 21' j 2712 51"2 52"2 1'6" 3'8"2 512 I- IH 2'2"12 7'3"14 12'6" 14' 17'8"2 22'9"4 2 2 ' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.074 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.125 E 999 240 p 1105 /- /- /469 /69 /33 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.015 I - - J 881 /- /- /364 /64 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:22.48 ft HORZ(TL):0.025 I - - Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 P Brg Width=5.5 Min Req=1.5 J BrgWidth=- Min Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.472 Req=- Bearing P is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.352 RepFac:Yes Max Web CSI:0.705 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft m Loc.from endwall:Any FT/RT:2(0)/4(0) ChoMaxrds T Top Chord Forces Per Ply(lbs) C GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 374-1468 E-F 378 -1401 Lumber C-D 424-1431 F-G 423 -1533 D-E 378-1401 G-H 370 -1559 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4:HF Standard+HF Stud: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Loading O-N 1249 -272 M-L 1274 -250 Bottom chord checked for 10.00 psf non-concurrent N-M 1274 -250 live load. Purlins Maximum Web Forces Per Ply(lbs) In lieu of structural panels use purlins to brace all flat Webs Tens.Comp. Webs Tens. Comp. TC @ 24"oc. P-B 313-1003 L-H 1383 -299 Wind B-O 1262 -262 H-K 247 -831 Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind 4�Ep PROFESS 0,5 "GINFi0 4,/ 19575 �p 9 /r 1'% : Ar, OREGON GI v 9R . .0LDW " Renews 6130/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall Provide temporary (503)357-2118 Ext bracing Per SCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord snail have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracinginstalled per BCSI sections 03,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. (Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the AN Rw COMPANY truss in conformance with ANSI/T 11,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of rofessionaf engineering responsibilitysolely for the design shown. The suitability 8801 Folsom Blvd.,Suite 10: and use of this awing for any structure is the responsibility of the Building Desiger per ANSIITPI 1 Sac.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 SEQN:13448 HIPS Ply: 1 Job Number: 0819099 Cust:R 7175 JRef:1W0071750013 T22 FROM: Qty: 2 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1451.57147 Truss Label: B2 BFR / GWH 08/28/2019 2'4"8 7'5"10 11'11"4 13'0"112 17'6"6 227"8 2' 2'4"8 5'1"2 4'5"10 1'1"8 4'5"10 5'1'2 �4'8 =4X05=4X5 _ E_ 12 2 S 4 L— 03X5 w3X5 C F G in Nr 4X5 1 I B .4X5H A h• T ris ❑ e 11'15 2X4(A1) 11P O N M L K IJ 1111.5X4 =5X5 =3X5 =3X7 3X5 1114X8 1113X5 I-7 1 21' 1 2712 411"6"6 4'5"10 1'6"121 3'9"14 411"6 2'2"12 7'2"2 11H '7"12 13'2"8 17'9"14 22'9"4 14 181 2 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 L/defl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.080 N 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.127 N 999 240 p 1163 /- /- /463 /71 /40 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.020 H - - I 977 /- /- /365 /67 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.031 H - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:22.82 ft TCDL:4.2 psf Code I Misc Criteria Creep Factor:2.0 P Brg Width=5.5 Min Req= 1.5 I Brg Width=- Min Re Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.447 q=- TPI Std: 2014 Max BC CSI: 0.376 Bearing P is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.783 Top ChordLoc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. FOChords rces r Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 372-1647 E-F 360 -1386 Lumber C-D 358-1385 F-G 389 -1734 D-E 352-1252 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4:HF Standard+HF Stud: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Loading O-N 1517 -325 M-L 1605 -330 Bottom chord checked for 10.00 psf non-concurrent N-M 1247 -242 L-K 1605 -330 live load. Purlins Maximum Web Forces Per Ply(lbs) In lieu of structural panels use purlins to brace all flat Webs Tens.Comp. Webs Tens. Comp. TC@24"oc. P-B 323-1060 K-G 1537 -300 Wind B-O 1376 -284 G-J 258 -926 M-F 115 -433 Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind 4"c- PROFS 1u° �, G%N5 l ,O2 yr /' 1'/-S al' i OREGON J 9,Q . , SPOLDW.N Renews 603012021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall.provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached 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 AMMO/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 ro-fessionar engineering responsibility solely for the design shown. The suitability and use of this drawing, for any structure is the responsibility of the Building Designer per ANSI/TP!1 Sec.2. 8801 Folsom Blvd.,Suite 10i Sacramento,CA 95826 For more information see this job's general notes page and these web sites:ALPINE:www.alpinedw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org SEAN:13437 SPEC Ply: 1 Job Number: 0819099 Gust:R 7175 JRef:1 W0071750013 T28 FROM: Qty: 4 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1451.58957 Truss Label: B3 BFR / GWH 08/28/2019 2'4"8 7'5"10 176" 17'8"6 22'7"8 23' 2'4"8 51"2 5'0"6 5'0"6 5'1"2 14,!8 =4X5 D J.12 4 p 5.-.53X5 3X5 C E 9 ro sr ,..,-3X5 8 4XFG A / E,5 _ o III n- 2X4(A1) "IN M L K J I H 1111.5X4 =5X5 =3X7 =3X5 =5X5 1113X5 2' 1 21' i 2'2"12 411"6 5'3"14 I 3'9"14 4'11"6 2'2"12 7'2"2 12'6" 14' 17'9"14 22'9"4 1212 2, 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 IJ# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.068 L 999 360 Loc R+ /R- /Rh /Rw /U /RL BOLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.116 L 999 240 N 1076 /- /- /461 /73 /42 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.016 G - - H 874 1- /- /366 /68 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.028 G - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:22.91 ft TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 N Brg Width=5.5 Min Req= 1.5 H Brg Width=- Min Re Bldg Code: IRC 2015 Max TC CSI: 0.359 q= Soffit: 2.00 BCDL:6.0 psf Bearing N is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.405 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.703 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:18.02.01A.0205.19 B-C 374-1467 D-E 360 -1209 Lumber C-D 344-1207 E-F 396 -1553 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4:HF Standard+HF Stud: Chords Tens.Comp. Chords Tens. Comp. Loading M-L 1354 -328 K-J 1437 -337 L-K 1437 -337 Bottom chord checked for 10.00 psf non-concurrent live load. Maximum Web Forces Per Ply(lbs) Wind Webs Tens.Comp. Webs Tens. Comp. Wind loads based on MWFRS with additional C&C N-B 326 -973 L-E 124 -480 member design. B-M 1276 -290 J-F 1380 -3)6 Left cantilever is exposed to wind C-L 111 -396 F-I 261 -824 D-L 414 -67 ���E3 PROpSSS 0„5 ,01 N FF ,O 1(/ 19575 y i %r OREGON J 9-1 OL.20,199"NSP Renews 6/3012021 **WARNING** READ 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 CORNEUUS OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shallprovide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord snail have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or 610, 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 /WMCOMPMtt 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 en ineerin responsibilit solely for the design shown. The suitability and use of this drawing for any structure is The responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8801 Folsom Blvd.,Suite 107 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinsl.org;MCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:13505 HIPM Ply: 1 Job Number: 0819099 Cust:R 7175 J Ref:1W0071750013 T40 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DiwNo: 240.19.1452.01387 Truss Label: B4 BFR / GWH 08/28/2019 2'3"8 9'9"14 13'11"4 18'3"14 22'8"8 23 1 2'3"8 I 7,85 I- 4'1"6 I 4'4"10 4,2"10 I5" -4XX5 I111.5X4 =3XE FG 7 {}mi I — 12 1111.5X4 a p C r N G Y ...--3X5 B A y- W2 315 _ �F try 2X4(A1) 1111.5X4 =3X10 =3X5 =3X10 1113X5 2' 1 21' 1 21"12 782 1 422 I 4,3"14 1 ass I 2'1"12 9'9'14 14' 18'314 225"4 2 2 ' 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): 0.061 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.104 C 999 240 M 1068 /- /- /484 /63 /107 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.011 J - - H 881 /- /- /364 /86 /- EXP.B Kzt'NA HORZ TL:0.018 J - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:23.15 ft ( ) NCBCLL:10.00 TCDL:4.2sf Code/Misc Criteria Creep Factor:2.0 M Brg Width=5.5 Min Req=1.5 p Bldg Code: IRC 2015 Max TC CSI: 0.590 H Brg Width=- Min Req=-• Soffit: 2.00 BCDL:6.0 psf Bearing M is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.618 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.522 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:My FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ven.18.02.01A.0205.19 B-C 303-1501 D-E 166 -723 C-D 374-1464 E-F 165 -721 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4:HF Standard+HF Stud::W2 2x4 HF#2: Chords Tens.Comp. Chords Tens. Comp. L-K 939 -275 K-J 939 -275 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) live load. Webs Tens.Comp. Webs Tens. Comp. Purlins M-B 300 -949 L-D 715 -157 In lieu of structural panels use purlins to brace all flat B-L 1029 -129 J-F 1024 -235 TC @ 24"oc. C-L 196 -465 F-I 207 -854 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'•(- PROpSSS O�5 I'4 � txG tO 19575 y /r er. OREGON 94)0 . V. LID W. Renews 6!3012021 **WARNING** READ 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)fsafely 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 ofwebs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. (tefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the /,,,,t,C, ,. 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 professional engineering responsibility solelyfor the design shown. The suitability 8801 Folsom Blvd.,Suite 107 and se of this drawing for any structure is the responsibility of the Building Designer peANSIITPI 1 Sec.2. Sac1amento,BlC95Sui 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:13503 HIPM Ply: 1 Job Number: 0819099 Gust:R7175 JRef:1W0071750013 739 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1452.03750 Truss Label: B5 BFR / GWH 08/28/2019 278 9'1190 1511"4 22'8"4 lg. 2'3"8 7'8"2 5'11"10 6'9" $"12 8XX8 1111.5E F .- 01 — 12 0-3X5 4 c (a) w L n rn W6 3X5 B A W2 no 1 2X4(A1) Ln K J I HG 1111.5X4 =3X5 =3X5 =3X5 =4X5 I—2' r 21' j 2'192 7'6"6I 4'3"14 I 1'7"121 61012 2'1"12 9'8"2 14' 15'7"12 22'6"8 z' 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): 0.066 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.111 C 999 240 L 1075 /- /- /488 /64 /124 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.017 H - - G 874 1- /- /363 /92 /- Des Ld: 42.00 EXP.B Kzt:NA HORZ(TL):0.029 H - - Wind reactions based on MWFRS Mean Height:23.48 ft L BrgWidth=5.5 Min Req1.5 NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 = Soffit: 2.00 BCDL:6.0sf Bldg Code: IRC 2015 Max TC CSI: 0.657 G Brg Width=- Min Req=- P Bearing L is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.616 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.619 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 286-1494 C-D 210 -963 Lumber 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 Standard+HF Stud::W2,W6 2x4 HF K-J 1348 -391 I-H 833 -234 #2: J-I 1348 -391 Bracing (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(lbs) member. Webs Tens.Comp. Webs Tens. Comp. Loading L-B 302 -939 I-D 509 -45 B-K 1026 -129 D-H 295 -1050 Bottom chord checked for 10.00 psf non-concurrent C-I 179 -656 live load. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. ��EO PROFS Right end vertical not exposed to wind pressure. �( I N S� Left cantilever is exposed to wind (jam 4. 19575 EF,Q Oy 1(/ 19575 �r 141P, OREGON .J 9an.20,199 Q" R0(0 W. Renews 613012021 **WARNING** READ 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 ovherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the , truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of trussesA seal on thls drawing or cover page listing this drawing Indicates acceptance of proTessionat 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:13497 SPEC Ply: 1 Job Number: 0819099 Gust:R 7175 JRef:1W0071750013 T24 FROM:IKE Qty: 3 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1452.06630 Truss Label: B6 BFR / GWH 08/28/2019 2'3"8 9'11"10 176" 22'6"8 23"8 T8'2 1- 7'6"6 50"8 154 Av4X5rR1) 4111, 12 � 3X`._F 4 /3C5 ` i m (a) sr 3x5 tom B A i W2 IpI�II Ib n"VY Tis —� """"'VVVVYYYY =2X4(A1) L-" K J I HG 1111.5X4 =3X5 =3X5 =3X10 1113X5 H-2' * 21 1 2112 76"6 4'3"14 36" 52"4 2'1"12 9'8"2 14' 17'8" 22'8"4 gz 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): 0.062 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.107 C 999 240 L 1068 /- /- /475 /72 /95 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.013 I - - G 881 /- /- /368 /85 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.023 I - - Wind reactions based on MWFRS Mean Height:23.74 ft L BrgWidth=5.5 Min Re 1.5 NCBCLL:10.00 Code I Misc Criteria Creep Factor:2.0 q= TCDL:4.2 psf Soffit: G Brg Width=- Min Reg=- 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.743 Bearing L is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.601 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.410 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 324-1512 D-E 229 -714 Lumber C-D 217 -755 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4:HF Standard+HF Stud::W2,W4 2x4 HF Chords Tens.Comp. Chords Tens. Comp. #2: K-J 1369 -368 J-I 1369 -368 Bracing (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(lbs) member. Webs Tens.Comp. Webs Tens. Comp. Loading L-B 324 -943 I-E 804 -218 B-K 1128 -194 E-H 289 -842 Bottom chord checked for 10.00 psf non-concurrent C-I 213 -816 live load. 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 ���E O PROFS /r 1'�/ S -4 *• OREGON g . 9 .2oPROD , NSLW Renews 6/30/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceili ng Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Apply Plates to each face of truss and position as shown above and on the Joinl9stDetails, 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 drawin any failure to build the ,u y truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of oroTessionai engineering responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 10; and se of this awing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:13501 HIPS Ply: 1 Job Number: 0819099 Cust:R 7175 JRef:1W0071750013 T38 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1452.10343 Truss Label: B7 BFR / GWH 08/28/2019 A.5" 2'3"8 9'11"10 14'5"4 20'6"12 22'6"8 2'3"8 1 78"2 I- 4'5"10 I- 6'1"8 I 1'11121 5XX5 =-5X5 2 E 1113X FG 12 0 C5 1 -r- 4 4 .. W6 03X5 a 1 A =2X4(A1) L K J I H 1111.5X4 =3X5 =5X7 =4X8 1113X5 H-2' * 21' A I 2'1"12 I T6"6 4'3"14 6'8"8 1'111212'1"12 9'8"2 14' 20'8"8 22'8"4 ,3,2 �2' 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): 0.057 C 999 360 Loc R+ /R- /Rh I Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.096 C 999 240 M 1068 1- /- /481 /67 /93 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.015 J - - H 881 /- 1- /364 /81 /- EXP:B Kzt:NA HORZ TL:0.026 J - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:23.23 ft ( ) 9 Code I Misc Criteria CreepFactor:2.0 M Brg Width=5.5 Min Req=1.5 NCBCLL:10.00 TCDL:4.2 psf H Brg Width=- Min Req=- Soffit: 2.00 BCDL:6.0sf Bldg Code: IRC 2015 Max TC CSI: 0.644 P Bearing M is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.441 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.795 014 0 Maximum Top Chord Forces Per Ply(lbs) FT/RT:2 Loc.from endwall:Any ( ) ( ) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 327-1495 D-E 134 -394 Lumber C-D 281 -1054 E-F 115 -408 Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bat chord 2x4 HF#2 Webs 2x4:HF Standard+HF Stud::W2,W6 2x4 HF Chords Tens.Comp. Chords Tens. Comp. #2: M-L 392 -223 K-J 931 -249 Loading L-K 1340 -372 Bottom chord checked for 10.00 psf non-concurrent live load. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Purlins M-B 316 -935 D-J 197 -675 In lieu of structural panels use purlins to brace all flat B-L 972 -149 J-F 838 -194 TC @ 24"oc. C-K 152 -587 F-I 240 -884 Wind K-D 473 -57 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'op PROpS .5 'G1WE �O O a 19575 �� 9 4 I OREGON J 9ROL O,W W. NSP Renews 613012021 **WARNING** READ 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 end SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracingper BCSI.Unless noted olherwise,top chord shall heft properly attached structural sheathing and bottom chord snail have a properly attachedheft rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing ins-tailed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face,of truss and position as shown above and on the JointfDetails, unless noted otherwise. Refer to ALPINE drawings 160A- Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing any failure to build the AN mvwMPaw truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of prooessionaf engineering responsibility solely for the design shown. The suitability and use of this Pawing for any structure is the responsibility of the Building Designer per-ANSI/IP!1 Sec.2. 8801 Folsom Blvd.,Suite 10i For more information see this job's general notes page and these web sites:ALPINE:walpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 ww. SEQN:13499 HIPS Ply: 1 Job Number: 0819099 Gust:R7175 JRef:1W0071750013 T19 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1452.29840 Truss Label: B8 BFR / GWH 08/28/2019 2'3"8 9'1110 16'5"418'8"12 22'8"8 233' 1 2'3"8 T8"2 1 6,5"10 2'1"8 1 3'11"12 I5"8 =5X05 =4X5 E x s 3X5 FG 12 4 'X5 T i N ,n s 3X5 a 335 sa-- iia X111 I -2X4(A1) N- M L K J I H 1111.5X4 =3X5 -3X5 =3X5 -3X10 1113X5 1-2' A 21' A 2112 7'6"6 4'314 2'112 2'6"12 3'1112 21"12 9'8"2 14' I 16'112I 18'8"8 I 228"4 1 123' 2' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.066 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.110 C 999 240 N 1073 1- /- /478 /70 /94 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.015 J - - H 930 1- /- /366 /83 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.024 J - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:23.57 ft TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 N Brg Width=5.5 Min Req=1.5 Soffit: H Brg Width=- Min 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.625Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.541 Bearing N is a rigid surface. Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.809 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 327-1600 D-E 209 -557 Lumber C-D 243 -910 E-F 192 -630 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4:HF Standard+HF Stud::W2 2x4 HF#2: Chords Tens.Comp. Chords Tens. Comp. Loading M-L 1450 -370 K-J 759 -199 L-K 1450 -370 Bottom chord checked for 10.00 psf non-concurrent live load. Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels use purlins to brace all flat N-B 321 -943 D-J 147 -563 TC@24"oc. B-M 1136 -181 J-F 784 -199 Wind C-K 191 -756 F-I 280 -891 K-D 453 -58 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 eera PROFFS� O`5 �G 114 ,Oy 19575. 9 %r 1'%rin,--.if• , OREGON J 9-1 OL.20,1544'N"P Renews 613012021 **WARNING*" READ 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 CORNEUUS OR 97113 Component Safety Information,by TPI and SBCA)fsafetypractices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracingper CSI Unless noted otherwise,top chord shall hve properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 60A-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„�,1COMPANY 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 ProTessionau engineeringresponsibility solely for the design shown. The suitability and use of this awing for any structure Is the responsibility of the Building esigrner per ANSI/TPI 1 Sgec.2. 8801 Folsom Blvd.,Suite 10i Sacramento,CA 95826 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq SEQN:13487 HIPS Ply: 1 Job Number: 0819099 Cust R 7175 JRef:1 W0071750013 T16 FROM: Qty: 1 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1452.36570 Truss Label: C BFR / GWH 08/28/2019 7'1 1"4 11'0"12 1 19' 7,11"4 {' 3'1"8 7,1 1"4 =4X5 -4X5 12C T2 T 4 V - D 2 S 3X5 v3X5 CV B ` E 315 A _....... re. ] __ �era ars F 2X4(C6) I H G J2X4(C6) 3X7(C6) 1113X5 =3X5 =3X7(C6) 1-2' j 15' 1 2' 778 1-- 3'3"4 7'11"4 7'9"8 11'0"12 19' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.121 G 999 360 Loc R+ /R- /Rh /Rw /U /RL BOLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.189 G 924 240 I 1356 /- /- 1- /96 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.040 E - - J 1356 /- /- /- /96 /- Des Ld: 42.00 EXP:B Kzt:NA __ HORZ(TL):0.076 E - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:22.15 ft TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 I Brg Width=5.5 Min Req=1.5 Soffit: J Brg Width=5.5 Min Req 1.5 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.842 Bearings I&J are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.736 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:0.247 Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 A-B 248 -846 D-E 148 -2020 Lumber B-C 147-2019 E-F 250 -842 C-D 130-1864 Top chord 2x4 DF-L#2:T2 2x4 HF#2: Bot chord 2x6 DF-L SS Webs 2x4:HF Standard+HF Stud: Maximum Bot Chord Forces Per Ply(lbs) :Lt Slider 2x6 DF-L#2:BLOCK LENGTH= 2.750' Chords Tens.Comp. Chords Tens. Comp. :Rt Slider 2x6 DF-L#2:BLOCK LENGTH= 2.750' I-H 1863 -129 H-G 1836 -130 Special Loads J-F 813 -201 G-J 1865 -130 ---(Lumber Dur.Fac=1.15/Plate Dur.Fac.=1.15) A-I 816 -199 TC:From 65 plf at 0.00 to 65 plf at 7.94 TC:From 32 plf at 7.94 to 32 plf at 11.06 Maximum Web Forces Per Ply(lbs) TC:From 65 plf at 11.06 to 65 plf at 19.00 Webs Tens.Comp. Webs Tens. Comp. BC:From 20 plf at 0.00 to 20 plf at 7.89 H-C 491 0 D-G 503 0 BC:From 10 plf at 7.89 to 10 plf at 11.11 BC:From 20 plf at 11.11 to 20 plf at 19.00 BC: 262 lb Conc.Load at 7.89,11.11 BC: 232 lb Conc.Load at 8.00,9.50,11.00 Loading Bottom chord checked for 10.00 psf non-concurrent live load. �� 0 PROFS Purlins `yC GtRI SAO In lieu of structural panels use purlins to brace all flat C9 �a F41 R I- TC ti 24"oc. 1,/,/ 19575 • r , `� / Wind ',, � Wind loads and reactions based on MWFRS. Left and right cantilevers are exposed to wind OREGON J 9,•0LD W.tkv Renews 6/30/2021 "*WARNING"" READ 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 end SBCA)fr safely 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. AppTplates 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 PNm4COMPMtt 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 pprofessional engineering responsibility solely for the design shown. The suitability and Use of this aFawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 1G 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:13491 SPEC Ply: 1 Job Number: 0819099 Cush R 7175 JRef:1W0071750013 T14 FROM: Qty: 1 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1452.43427 Truss Label: Cl BFR / GWH 08/28/2019 2'3"8 9'6" 17' 2'3"8 7'2"8 I- 7'6" 5X5(R1) T 12 4 L, civ T2 N in 3X5 3X5 in B D 100 A ma, 00 At T W4 3y15 ■ — F 1 2X4(A1) Gil F E III 1.5X4 -3X7 11!3X5 I---2' I 15' i 2'1"12 { T4"4 I 7'6" 2'1"12 9'6" 17' 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 Lldefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.029 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.048 F 999 240 G 825 /- /- /361 /49 /32 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.005 D - - E 627 /- /- /258 /45 /- 42.00 EXP:B Kzt:NA Des Ld: HORZ(TL):0.009 D - - Wind reactions based on MWFRS Des d: :10.00 Mean Height:22.41 ftNCCode/Misc Criteria Creep Factor:2.0 G Brg Width=5.5 Min Req=1.5 TCDL:4.2 psf Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.862 E Brg Width=5.5 Min Req= 1.5 TPI Std:2014 Max BC CSI: 0.504 Bearings G&E are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.421 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 276 -946 C-D 285 -942 Lumber Top chord 2x4 HF#2:T2 2x4 HF#1&Bet.: Maximum Web Forces Per Ply(lbs) Bot chord 2x4 HF#2 Webs Tens.Comp. Webs Tens. Comp. Webs 2x4:HF Standard+HF Stud::W2,W4 2x4 HF G-B 300 -712 F-D 714 -170 #2: B-F 691 -190 D-E 220 -563 Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind .c# 'On PROFS p GINE 'O 19575 �� '" i %r OREGON J 9,QO L.20, 9 NSP edrws 8/3012021 **WARNING** READ 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 CORNEUUS OR 97113 Component Safety Information,by TPI and SBCA)fsafet practices prior to performing these functions. Installers shall provide tempora (503)357-2118 Ext bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppel attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63,B7 or B10y as applicable. Ap Tplates to each face oftrussand position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for sandard 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 ANnwcomm truss in conformance with ANSI/TPI 1 ,or for handling,shipping,installation and bracing of trussesA seal on this drawing ,. ing or cover page, listing this drawing,indicates acceptance of roiessronaT engineering, responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 107 and use of this rawing for any structure Is thePresponsibilitof the uilding 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.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:13493 SPEC Ply: 2 Job Number: 0819099 Gust:R 7175 JRef:1W0071750013 T35 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1453.01980 Truss Label: C2 BFR / GWH 08/28/2019 I S 5 2 Complete Trusses Required 51(712 9'6" 13'1"4 17' 51012H 3'7"4 3'7"4 3'10"12 =4X5 D T 4 12 IA V ,3X53X5 C E T2 r 3X5 FX7 cri m B W300 04 G Amill11115 3y5 i I 2X4(C6) =3X7(C6) 1111.5X4 =8X8 1114X5 1118X10(E5) I---2' A 15' A 5'9" 3'9" 3'9" 3'9„ 59" I 9'6" 13'3" 17I ' 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): 0.145 1 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.242 I 731 240 K 3831 /- /- /- /302 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):0.038 H - - L 5585 /- I- /- /420 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.064 H - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:22.41 ft Code/Misc Criteria Creep Factor:2.0 K Brg Width=5.5 Min Req=1.7 TCDL:6.0 psf Soffit: L Brg Width=5.5 Min 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.910Req=3.0 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.888 Bearings K&L are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.879 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 VIEW Ver:18.02.01A.0205.19 A-B 83-1249 D-E 290 -3687 Lumber B-C 252-3175 E-F 331 -4361 C-D 289-3677 F-G 339 -4401 Top chord 2x4 DF-L#1&Bet.:T2 2x4 DF-L#2: Bot chord 2x6 DF-L SS Webs 2x4:HF Standard+HF Stud::W3 2x4 DF-L Maximum Bot Chord Forces Per Ply(lbs) Standard+DF-L Stud: Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x6 HF#2:BLOCK LENGTH= 2.750' K-J 2901 -230 I-H 3967 -303 :Rt Slider 2x6 HF#2:BLOCK LENGTH= 2.000' A-K 1215 -69 H-G 4054 -308 Nailnote J-I 2910 -232 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 @ 5.50"o.c.(Each Row) Webs Tens.Comp. Webs Tens. Comp. Webs :1 Row @ 4"o.c. C-I 713 -45 I-E 36 -518 Use equal spacing between rows and stagger nails in each row to avoid splitting. D-I 1996 -133 E-H 817 -31 Special Loads ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 65 plf at 0.00 to 65 plf at 17.00 BC:From 20 pIf at 0.00 to 20 plf at 8.00 BC:From 10 plf at 8.00 to 10 plf at 17.00 BC:2613 lb Conc.Load at 8.00 �REc)P12OFES BC:1301 lb Conc.Load at 10.00,12.00 BC:1389 lb Conc.Load at 14.00 d'i BC:1453 lb Conc.Load at 16.00 �:9 , G t N E�. 0 Wind 4/ 19575 IP 9 p Wind loads and reactions based on MWFRS. i; : ire � Left cantilever is exposed to wind OREGON J / en.20,199 '. "-OCD w.NA' Renews 6030/2021 *"WARNING** READ 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 S fety Information,by TPI anc3 SBCA)fa safety practices prior to performing these functions. Installers shall Provide temporary (503)357-2118 Ext bracing per BUST.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord snail have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingp 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. (2efer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildinn.Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN/IINC06461100 truss in conformance with ANSI/TPI 1,or for handling,shipping,installatiOn and bracing of trussesA seal on this drawing or cover pagpe listing this drawinindicates acceptance of oroessional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per`ANSIITPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10i 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:13541 HIPM Ply: 1 Job Number: 0819099 Cust 87175 JRe5 1W0071750013 T56 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1453.09070 Truss Label: D BFR / GWH 08/28/2019 f 5'1"12 7'11"4 12712 12'11I1"8 5'1"12 2'9"8 4'8"8 '3"42 =4X5 1111.5X4 C _ T2 DE T 412 3X5 E] B v -t- oio o N1113X7(A1 N 1 A _11---- fI 33y5 2X4(A1) J 1111.5X4 =5X5 =4X5 F -2' A 1011"8 A 2712 4'10"4 7'7"12 12'6" 5,I I 2' 5' 6f1"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 L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.045 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.077 B 999 240 J 912 /- /- /- /20 /- BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL):-0.008 C - - F 1174 I- I- /- /48 /- Des Ld: 42.00 EXP:B Kit:NA HORZ(TL):0.013 C - - Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 J Brg Width=5.5 Min Req=1.5 Soffit: 2.00 BCDL:6.0sf Bldg Code: IRC 2015 Max TC CSI: 0.351 F Brg Width=- Min Req=- p Bearing J is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.620 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:0.687 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 A-B 36 -807 B-C 52 -1216 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 DF-L#2:T2 2x4 HF#2: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 DF-L SS Webs 2x4:HF Standard+HF Stud: A-I 1498 -54 H-G 1039 -41 :Lt Wedge 2x4 HF Standard+HF Stud: I-H 783 -31 Special Loads ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Maximum Web Forces Per Ply(lbs) TC:From 65 plf at 0.00 to 65 plf at 7.94 Webs Tens.Comp. Webs Tens. Comp. `. TC:From 32 plf at 7.94 to 32 plf at 12.96 I-B 71 -681 H-C 758 -12 BC:From 20 plf at 0.00 to 20 plf at 7.95 B-H 501 -14 C-G 45 -1160 BC:From 10 plf at 7.95 to 10 pIf at 12.96 BC: 493 lb Conc.Load at 7.95 BC: 232 lb Conc.Load at 10.00,12.00,12.90 Loading Bottom chord checked for 10.00 psf non-concurrent live load. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24"oc. ��.EO PROFS Wind O ,INFF �O Wind loads and reactions based on MWFRS. to 19575 • r Right end vertical not exposed to wind pressure. /' Left cantilever is exposed to wind I*/ ' 4 *' OREGON J '9 ° NP, . xLD Renews 6/30/2021 **WARNING** READ 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 CORNEUUS OR 97113 Component Safety Information,by TPI and SBCA)fsafetyfpractices prior to performing these functions. Installers shall Provide temporary (503)357-2118 Ext bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin 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 AN MNCONIPANY 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 oroTesslonar engineeringresponsibilit solely for the design shown. The suitability and use of this awing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Stc.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.tpinsl.org;SBCA www.sbcindustry.com;ICC:www.iccsafe.org SEAN:13549 HIPM Ply: 1 Job Number: 0819099 Cust:R 7175 JRef:1 W0071750013 T58 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1453.14180 Truss Label: D1 BFR / GWH 08/28/2019 73"8 _, 6'10°8 9'11"4 12712 12'111"8 2'3"8 47" 3'0"12 2'8"8 '3"Y2 =4X5 1111.5X4 D EF 4 ✓ 1111.5X4 1 iv M 03X5 tr..) B 1116 A .� / I 2X4(A1) J =3X7 =3X5 H G 1111.5X4 r~2' 1 1011"8 i 2'1"124'8"12 5'7"8 2112 I 6,10"8 176" 2' 1"8 Loading Criteria(psf) I 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): 0.019 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.031 C 999 240 J 712 /- /- /337 /- /54 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 C - - G 453 I- /- /195 /8 /- Des Ld: 42.00 EXP.B Kzt:NA HORZ(TL):0.004 C - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft TCDL:42 psf Code/Misc Criteria Creep Factor:2.0 J Brg Width=5.5 Min Req= 1.5 G Brg Width=- Min Re Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.309 Bearing J is a rigid surface. q Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.315 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.302 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 164 -699 C-D 220 -673 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 Standard+HF Stud: J-B 234 -641 I-D 449 -139 Loading B-I 593 -97 D-H 207 -438 Bottom chord checked for 10.00 psf non-concurrent live load. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind •cC's PROFS 0�5 , G t l4 �O 1(/ 19575 41 y /r 1`1/ 1 a *' OREGON v 90`.D,W W. '1. NA Renews 6/30/2021 "*WARNING** READ 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 pactices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing Per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, Idlibi as applicable. Applplates to each face,of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to ALPINE' NEdrawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.,shall not be responsible for any deviation from this drawin any failure to build the , truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,. listing this drawing indicates acceptance of pro essional 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 ANSIITPI 1 Stc.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:13547 HIPM Ply: 1 Job Number: 0819099 Cust:R7175 JRef:1W0071750013 T60 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1453.19830 Truss Label: D2 BFR / GWH 08/28/2019 2'3"8 70"4 11'11"4 I 12'11'18 2'3"8 4'8"12 4'11" 1'0"4 1111.5X4 =4X5 O EF 12 4 ,03X5 C ll./i. l. 1.0._ ry iV V V o-3X5 B 2X4(A1) K" J I HG 1111.5X4 -3X5 SEQN:13543 MONO Ply: 1 Job Number: 0819099 Gust:R 7175 JRef:1W0071750013 T48 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1453.23723 Truss Label: D3 BFR / GWH 08/28)2019 2'3"8 7'0"4 12'7'12 2'1I118 I 2' 3"8 I 4'8"12 I- 57"8 "Y2 1111.5X4 DE 4 12 s3X5 C N Y ,3X5 B I A IM� Sys i a A 1 2X4(A1) 1H G F =3X5 =3X5 1111.5X4 I-2' 1 1011"8 j 2'1"12 4'7" 574 I- 2'1"12 + 8'8"12 -h 12,8" -I 5' 2' 1"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 Ldefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.021 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.035 C 999 240 I 658 /- I- /339 /- /71 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.004 G - - F 451 /- /- /212 /13 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.007 G - - 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 F BrgWidth=- Min Req=- Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.419 Bearing I is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.387 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.518 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 110 -690 Lumber Top chord 2x4 HF#2 Maximum Bob Chord Forces Per Ply(lbs) Bot chord 2x4 HF#2 Chords Tens.Comp. Webs 2x4:HF Standard+HF Stud: H-G 612 -228 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) live load. Webs Tens.Comp. Webs Tens. Comp. I-B 216 -587 C-G 246 -660 Wind B-H 645 -101 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 'ctV' PROpSS''• G1Ntr� �O O 19575 + 9 %r OREGON J "9,QONNV L.D,W. Renews 6/30/2021 **WARNING** READ 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 an SBCA)fsafety practices prior to performing these functions. Installers shall Provide temporary (503)357-2118 Ext bracingPer BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingfinstalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face.of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the ANmv CanPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawii1g or cover page listing this drawing indicates acceptance of proTessronar engineering responsibisolely for the design shown. The suitability and use of this drresponsibility solely for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10; For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com:TPI:www.tpinst.or9;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:13537 MONO Ply: 1 Job Number: 0819099 Cust:R 7175 JRef:1W0071750013 T34 FROM:IKE Qty: 5 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1453.29170 Truss Label: D4 BFR / GWH 08/28/2019 278 , 7'1"12 7.51.82'3"8 4'10"4 3"12 I111.5X4D C 12 a 4 12 i 3X5 B m (V A M= 1 =. 2X4(A1) G'' -3X5F E 1111.5X4 z A 5'5'8 A 2'1"12 4'10"4 2'1"12 7' 5" '7'5"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/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):-0.006 G 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):-0.012 G 999 240 G 444 /- /- /238 /- /41 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.003 C - - E 210 /- /- /88 /11 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.005 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 Req 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.344 =- TPI Std:2014 Max BC CSI: 0.212 Bearing G is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.118 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4:HF Standard+HF Stud: Loading Bottom chord checked for 10.00 psf non-concurrent , live load. 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 •cCI- PROp.. Op G I N - 4O 19575 y /r 0 z : Are OREGON J 9OLD W. -. Renews 6/30/2021 **WARNING** READ 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 bracing9 installed per BCSI sections B3,87 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 sandard 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�y COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawir1g or cover page, listing this drawing indicates acceptance of pro7ess onaTT 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 c.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:13545 HIPS Ply: 1 Job Number: 0819099 Cust:R 7175 JRef:1 W0071750013 T46 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1453.35320 Truss Label: E BFR / GWH 08/28/2019 3'11"4 _F- 7'0'12 ._ 11' H 3'11"4 3'1"8 3'11"4 12 4 p -=4X5 -4XX5 T3X55 z s EXS AF ih N I 111 _ n _ I H G J III3X10(E5) III 1.5X4 =3X5 1113X10(E5) 11' 378 3'3"4 3'11"4 H 378 7712 11' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ;♦Maximum Reactions(ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in roc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.038 G 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.064 G 999 240 I 737 I- I- /- /34 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.009 G - - J 737 /- /- /- /34 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.015 G - - Wind reactions based on MWFRS Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 I Brg Width=5.5 Min Req=1.5 NCBCLL:10.00 TCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.122 J Brg Width=5.5 Min Req=1.5 Soffit: 2.00 BCDL:6.0 psfBearings I&J area rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.391 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:0.461 Maximum Top Chord Forces Per Ply(ibs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 A-B 79-1312 D-E 72 -1264 Lumber B-C 71 -1267 E-F 80 -1309 C-D 67-1170 Top chord 2x4 HF#2 Bot chord 2x6 DF-L#2 Webs 2x4:HF Standard+HF Stud: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 HF Standard+HF Stud:BLOCK LENGTH= 2.000' A-H 1178 -67 G-F 1175 -68 :Rt Slider 2x4 HF Standard+HF Stud:BLOCK LENGTH= 2.000' H-G 1151 -66 Special Loads -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 65 plf at 0.00 to 65 plf at 3.94 TC:From 32 plf at 3.94 to 32 plf at 7.06 TC:From 65 plf at 7.06 to 65 plf at 11.00 BC:From 20 plf at 0.00 to 20 plf at 3.95 BC:From 10 plf at 3.95 to 10 plf at 7.05 BC:From 20 plf at 7.05 to 20 plf at 11.00 BC: 268 lb Conc.Load at 3.95,7.05 BC: 140 lb Conc.Load at 5.50 Loading Bottom chord checked for 10.00 psf non-concurrent live load. ��, p PROF& Purlins �co GIN e• VO In lieu of structural panels use purlins to brace all flat 19575 ' p TC @ 24"oc. f Wind 1'ir3 Ai .410 r Wind loads and reactions based on MWFRS. OREGON J 9-. . „ PO`DW.NA Renews 6/3012021 **WARNING** READ 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 CORNEUUS OR 97113 Component Safety Information,by TPI an SBCA)fsafety practices prior to performing these functions. Installers shallprovide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a proppeii attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing9 insalled per BCSI sections B3,B7 or B10y as applicable. Applplates to each face,of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE' NEdrawings 160A-Z for standard plate positions.i 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,, Co,,,P„N. truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and braci ,,�,, ng of trussesA seal on this drawing or cover page. listing this drawing indicates acceptance of proTesslonau engineerin responsibilitysolelyfor the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building esiger perANSIITPI 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:13531 SPEC Ply: 1 Job Number: 0819099 Cust:R 7175 JRef:1 W0071750013 T23 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1453.38817 Truss Label: El BFR / GWH 08/28/2019 5'6" 11' 5'6" 5'6" 12 =4X65 4 T , PR m ---,-- X5 �3X C N T 11"15 I I— F _ E D III 3X5 =3X7 1113X5 1 11' A 5'6" 5'6" 5'6" 11' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TOLL: 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): 0.017 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.028 B 999 240 F 493 /- /- /204 /- /23 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 C - - D 493 /- /- /204 /- /- Des Ld: 42.00 EXP.B Kzt:NA HORZ(TL):0.003 C - - Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 F Brg Width=5.5 Min Req=1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.539 D Brg Width=5.5 Min Req=1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.246 Bearings F&D are a rigid surface. RepFac:Yes Max Web CSI:0.281 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 A-B 269 -684 B-C 269 -684 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 Standard+HF Stud: A-F 209 -448 E-C 552 -183 Loading A-E 552 -183 C-D 209 -448 Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. 4'C'EO PROFS 0,5 , G%NF .. �O to 19575 y /r i _•, /11 OREGON , . J 9 , "P -rOLDWN Renews 6/3012021 **WARNING** READ 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,ship in installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 87113 Componenf Safety Information,by TPI anb SBCA)fr safe practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing ins'talled per BCSI sections B3,67 or B10, as applicable. Apply plates to each face,of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the nNmvcaePANY 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 en ineerin responsibility solelyfor the design shown. The suitability and use of this drawing for any structure is the responsibility of he Building Designer perANSI/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:13535 SPEC Ply: 1 Job Number: 0819099 Cust:R 7175 JRef:1W0071750013 T49 FROM:IKE Qty: 3 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1453.42680 Truss Label: E2 BFR / GWH 08/28/2019 5'6" 8'6" 811"8 5'6" 3 I5 12 4X5 -r 4 p 3X5 CD te te 3X5 _...gidllIlIllpillIliP-00i T N A 63 tD .I am11101111. ■ H. G "----."E1 I113X5 3X7 1113X5 F I. 8'11"8 i 5'6" 3,112 5'6" 8712 pll 2 "8 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 Udef1 LI# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.007 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.012 B 999 240 H 421 /- /- /168 /- /22 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 B - - F 387 /- /- /161 /- /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.002 B - - Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 H Brg Width=5.5 Min Req=1.5 Soffit: 2.00 BCDL; F Br 6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.528 g Width=5.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.225 Bearing H is a rigid surface.Min Req=1.5 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.209 Bearing F not =405psi. FT/RT:2 0/4 0 Members listed have forces less than 375# Loc.from endwall:Any O O 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:18.02.01A.0205.19 Lumber A-B 196 -462 B-C 210 -416 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Web Forces Per Ply(lbs) Webs 2x4:HF Standard+HF Stud: Webs Tens.Comp. Loading G-C 411 -181 Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. ���Ep PROFS 0:0 txotNFF 'O 1(/ 19575 7 �r 10 "41 , OREGON v 1 0en.20,199° Q* RL N� DW- Renews 6/30/2021 **WARNING** READ 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 CORNELJUS 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 haveaproperly 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 ,,,t,C,n,,,v truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawA, ing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the desl�'ggn shown. The suitability 8801 Folsom Blvd.,Suite 10i and use of this arawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:13357 HIP_ Ply: 1 Job Number: 0819099 Gust:R 7175 JRef:1W0071750013 T50 FROM:IKE Qty: 2 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1454.11853 Truss Label: FG BFR / GWH 08/28/2019 H2'H (TYP) 2,6.,1 1112)(4 A1:1 g2X4( 1112X4 9'6' 981 9'6'1 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 L/# Gravity Non-Gravity TCDL: 7.00 Speed:NA mph Pt:21.2 Ce: - VERT(LL):0.000 - - 360 Loc R+ /R- /Rh /Rw /U /RL BOLL: 0.00 Enclosure:NA Lu: - Cs: - VERT(CL):0.000 K 999 240 A* 2 1- /- /- /- /- BCDL: 10.00 Category:NA Snow Duration: - HORZ(LL):0.000 - - - A Brg Width=114 Min Req=- Des Ld: 42.00 EXP:NAKzt:NA HORZ(TL):0.000 E - - Bearing A is a rigid surface. Mean Height:NA ft NCBCLL:0.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 Members not listed have forces less than 375# Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2015 Max TC CSI: 0.001 Load Duration:1.15 MWFRS Parallel Dist:NA TPI Std:2014 Max BC CSI: 0.001 Spacing:24.0" C&C Dist a:NA ft Rep Fac:No Max Web CSI:0.002 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:18.02.01A.0205.19 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4:HF Standard+HF Stud::W1,M4 2x4 HF #2: Plating Notes All plates are 1.5X4 except as noted. Additional Notes This"Hip Frame"may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses.See detail drawing HIPFRAME0118 or HIPFR1800118 for additional information. 4'L 0 PROFSSS p G%N E /O 19575• �� 9 %r OREGON 1,,0 an.26,1990 tP OLD W. " Renews 6/30/2021 **WARNING** READ 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 CORNEUUS OR 97113 Component Safety Information,by TPI and SBCA)fsafetytpractices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing Per BCSI.Unless noted otherwise,top chord shall hve properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilingg Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as aanplicable. ApDTy plates to each face,of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z far standard plate positions. Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawin any failure to build the , truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pagge listing this drawing,Indicates acceptance of proTessionat engineering responsibility solelyfor the design shown. The sui&bility and use of this awing for any structure is the responsibility of the Building Designer perANSI/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:13361 HIP_ Ply: 1 Job Number: 0819099 Cust R 7175 JRef:1 W0071750013 T27 FROM:IKE Qty: 2 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1454.15903 Truss Label: FG2 BFR / GWH 08/28/2019 I 413"1I 9'0"1 -I 4'6"1 4'6'1 F.-1'H (TYP) I-2'0"1- .3X5 D AL ffia i 12 2.65 116 02X44((D8R) �,4�R) ■ i ■ I 9'0"1 -I 909 I 9'0"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 L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed:NA mph Pf:21.2 Ce: - VERT(LL):0.000 - - 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu: - Cs: - VERT(CL):0.000 K 999 240 A* 2 /- /- /- /- /- BCDL: 10.00 Category:NA Snow Duration: - HORZ(LL):0.000 - - - A Brg Width=108 Min Req=- Des Ld: 42.00 EXP:NAKzt:NA HORZ(TL):0.000 H - - 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: 0.001 Load Duration:1.15 MWFRS Parallel Dist:NA TPI Std:2014 Max BC CSI: 0.001 Spacing:24.0" CBC 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:18.02.01A.0205.19 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4:HF Standard+HF 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 HIPFRAME0118 or HIPFR1800118 for additional information. 4'�EO PROFS 0 �C,INF� �p1. 2 19575 y �r OREGON 9,QO`.20, 9%"' Renews 6/30/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shallprovide 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. AppTPlates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. AI ine,a division of ITW Buildin omponents Group Inc.shall not be responsible for any deviation from this drawin an failure to build the AN nwm+nwxv truss in conformance with ANSI/ 11,or for handling,shipping,installation and bracing of trussesA seal on this drowing or cover page listing this drawing,indicates acceptance of orooesslonal engineering responsibility solelyfor the design shown. The suitability and use of this awing for any structure is the responsibility of the Building Designer perANSI/TPI 1 SEc.2. 8801 Folsom Blvd.,Suite 107 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEAN:13363 HIP_ Ply: 1 Job Number: 0819099 Cust:R7175 JRef:1W0071750013 T54 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1454.19877 Truss Label: FG3 BFR / GWH 08/28/2019 311"9 50"9 9'0"1 I 3'115 1'1" 3'11"9 H i'- (TYP) f—20"l—I =4X5 _4X5 Pimb 12 C.' 12.85 e �2X4(DBR) s2XA(-8R) � ■ ■ F ■ ■ ■ ■ _ -aw I 9'0"1 I 9,0..1 II 9'0"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 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 J 999 240 A* 2 /- /- /- /- /- Category:NA BCDL: 10.00 Snow Duration: - HORZ(LL):0.000 - - - A Brg Width=108 Min Req=- EXP:NA Kzt:NA Des Ld: 42.00 Mean Height:NA ft HORZ(TL):0.000 G - - 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:0.000 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:18.02.01A.0205.19 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4:HF Standard+HF 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 HIPFRAME0118 or HIPFR1800118 for additional information. "•Cl-E0 PRO/cSSs ��5 ��G1N �. /OZ 19575 y fLi .1v 1ifitl11*. OREGON 9,Q0L.D2o,W 9 NSP Renews 613012021 **WARNING** READ 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 CORNEUUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, /11111 as applicable. Applplates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the ANnwcoup NY 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 roTessronal en ineerin responsibility solely for the design shown. The suifability and use of this awing for any structure is the responsibilityof 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.orq Sacramento,CA 95826 SEQN:13359 HIP_ Ply: 1 Job Number: 0819099 Cost:R 7175 JRef:1W0071750013 T11 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1454.23197 Truss Label: FG4 BFR / GWH 08/28/2019 5'81 11.0'1 5'8"1 55 1 H 1'6"--I 12'0"1—1—2'—1 -4kr 1.6"_-I TyP) D aAll in.. ii.X4(138121 �2 o2G I 11'0"1 I I 110'1 I 11'0"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 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 H 999 240 A* 2 1- /- /- /- /- Category:NA BCDL: 10.00 Snow Duration: - HORZ(LL):0.000 - A Brg Width=132 Min Req=- EXP:NAKzt:NA Des Ld: 42.00 Mean Height:NA ft HORZ(TL):0.000 H Bearing A is a rigid surface. NCBCLL:0.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 Members not listed have forces less than 3758 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 Ven.18.02.01A.0205.19 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4:HF Standard+HF 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 HIPFRAME0118 or HIPFR1800118 for additional information. .eEp PROp,.. "G1NF 1O 0 19575 y %. 1•/ S d1•• OREGON J 9-.0`.D,W9NSP Renews 6/30/2021 "WARNING** READ 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 anc7 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 snail have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building.gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ARCOMPANY 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 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 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.orq SEQN:13374 HIP_ Ply: 1 Job Number: 0819099 Cust:R 7175 JRef:1W0071750013 T15 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.1a 1454.27263 Truss Label: FG5 BFR / GWH 08/28/2019 p}t 9 3�" 11192 3'1192 4'7"13 1'11"12 2' 8" DE T 12Al 12.65 V i s2X4(D8R) J 1. A A■ toF G I 4'11"9 -I 111"122' 8"II 1'11"12 I 3'11"12 14'T'S 3 0"112 1"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 roc L/defl LI# 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 I 999 240 A* 2 1- /- /- /- /- BCDL: 10.00 Category:NA Snow Duration: - HORZ(LL):0.000 - - - A Brg Width=59.5 Min Req=- Des Ld: 42.00 EXP:NAKzt:NA HORZ(TL):0.000 I - - Bearing A is a rigid surface. Mean Height:NA ft NCBCLL:0.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 Members not listed have forces less than 375# Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2015 Max TC CSI: 0.001 Load Duration:1.15 MWFRS Parallel Dist:NA TPI Std:2014 Max BC CSI: 0.001 Spacing:24.0" C&C Dist a:NA ft Rep Fac:No Max Web CSI:0.001 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:18.02.01A.0205.19 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4:HF Standard+HF 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 HIPFRAME0118 or HIPFR1800118 for additional information. -c-'s PROPF. O,5 _,GINEl� �O 1( /19575 y /r IC' r• e OREGON OREGON J 941,an.20,1990 O'' OLD W.NA Renews 613012021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 pSafety ) safety practices prior to performingthese functions. Installers shall rovide tempora (503)357-2118 Ext Component Information,by TPI and SBCA for'sa e p ry bracing per BCSI..Unless noted omherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10y as applicable. AppTy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer 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 truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of Prooessionaf engineering responsibility solely for the design shown. The suitability and use of this rawing 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.corn:TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:13511 HIPS Ply: 1 Job Number: 0819099 Cust:R 7175 JRef:1 W0071750013 T7 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1454.36120 Truss Label: G BFR / GWH 08/28/2019 5'112 7'11"4 FI 13'6" _I 19'0"12 1 21'10"4 I 27' 5'1"12 2'9"8 5'6"12 5'6"12 2'9"8 5'1"12 12 -4X5 1111.5X4 =4X5 T 4 V E F 4C5 2 S4XC9 3X53X5 _� '� W4 ` ` H 1 N ; ft =- 3is A = _ I 2X4(C6) P 0 N M L K J el =2X4(C6) =3X7(C6) 1111.5X4 5X7 =6X6 =4X8 =5X7 1111.5X4 =3X7(C6) I-2' i 23' 1 2'--I 2712 4'4"4 1'6" 5'10'4 2712 7712 12' 13'6" 19'4"4 22' 55 5 27' 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): 0.229 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.388 E 697 240 p 1987 /- /- /- /63 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.038 D - - Q 1987 /- /- /- /63 /- Des Ld: 42.00 EXP.B Kzt:NA HORZ(TL):0.066 D - - Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL:10.00 TCDL:4.2 psf Code I Misc Criteria Creep Factor:2.0 P Brg Width=5.5 Min Req=1.7 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.773 Q Brg Width=5.5 Min Req=1.7 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.816 Bearings P&Q are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case 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) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 A-B 159 -718 E-F 186 -4692 Lumber B-C 105-2628 F-G 152 -3719 Top chord 2x4 DF-L#2 C-D 152-3720 G-H 105 -2628 Bot chord 2x6 DF-L SS D-E 186-4692 H-I 159 718 Webs 2x4:HF Standard+HF Stud::W4,W6 2x4 DF-L Standard+DF-L Stud: Maximum Bot Chord Forces Per Ply(lbs) :Lt Slider 2x6 DF-L#2:BLOCK LENGTH= 2.750' Chords Tens.Comp. Chords Tens. Comp. :Rt Slider 2x6 DF-L#2:BLOCK LENGTH= 2.750' P-O 2380 -97 M-L 3516 -142 Special Loads Q-I 690 -132 L-K 3515 -142 ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) A-P 690 -132 K-J 2427 -100 TC:From 65 plf at 0.00 to 65 plf at 7.94 O-N 2427 -100 J-Q 2380 97 TC:From 32 plf at 7.94 to 32 plf at 19.06 N-M 3516 -142 TC:From 65 plf at 19.06 to 65 plf at 27.00 BC:From 20 plf at 0.00 to 20 plf at 8.00 Maximum Web Forces Per Ply(lbs) BC:From 10 plf at 8.00 to 10 plf at 19.00 Webs Tens.Comp. Webs Tens. Comp. BC:From 20 plf at 19.00 to 20 plf at 27.00 BC: 262 lb Conc.Load at 7.89,19.11 O-C 58 -758 L-F 1319 -49 BC: 232 Ib Conc.Load at 8.00,10.00,12.00,13.50 C-B 128-2168 K-G 1373 -48 15.00,17.00,19.00 C-N 1375 -48 G-J 58 -757 Loading D-L 1318 -48 H-G 128 -2168 Bottom chord checked for 10.00 psf non-concurrent ��ED PROFFS E-L 39 -375 live load. �'' ,G1NF S/02 Purlins [/✓ 19575 41 y In lieu of structural panels use purlins to brace all flat %, TC @ 24"oc. ,� Wind OREGON Wind loads and reactions based on MWFRS. +n -.r 9 an.20,1990 .... Left and right cantilevers are exposed to wind R ( OLD W.Vo- Renews 0130/2021 **WARNING** READ 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 CORNEUUS OR 97113 Component Safety Information,by TPI and SBCA)fr safetypractices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracingper SCSI.Unless noted otherwise,top chord shall hve properly attached structural sheathing and bottom chord shall have a property attachd 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 ofptruss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the AN MN COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of ro-fessionaf engineering responsibilitysolely for the design shown. The sult-ability and use of this awing for any structure is the responsibility of the uilding Desiger per ANSUTPI'I Sgec.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.alpineilw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org 1 SEQN:13514 HIPS Ply: 1 Job Number: 0819099 Cust:R 7175 JRef:1W0071750013 T2 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.1a 1454.46093 Truss Label: G1 BFR / GWH 08/28/2019 2'3"8 911"4 17'0"12 24'8"8 27' 278 7,7„12 I 7,1„8 7'7"12 2,3„8 -I 6X6 -6X6 12 C D 4 ✓ S sr 36X5 W4 3E5 i W2 W6 A , F 3"15 o o Li — - o — 2X4(A1) 1111.5X4 -3X5 =3X5 -3X10 1111J I H .5X4-2X4(A1) I--2' A 23' A 2'—I 2'1"12" 1 76" 2'4"4 I 5,2,8 7,x,12 I 21,121 2'112 9'7"12 12' 17'2"8 24'10"4 27 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): 0.084 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.143 D 999 240 K 1165 1- /- /533 /- /42 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.018 G - - G 1165 1- /- /533 /- /- Des Ld: 42.00 EXP.B Kzt:NA HORZ(TL):0.031 G - - Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 K Brg Width=5.5 Min Req= 1.5 Bldg Code: IRC 2015 Max TC CSI: 0.953 G Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bearings K&G area rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.602 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.253 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 381 -1701 D-E 383 -1704 Lumber C-D 413-1545 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4:HF Standard+HF Stud::W2,W4,W6 2x4 Chords Tens.Comp. Chords Tens. Comp. HF#2: K-J 421 -144 I-H 1541 -289 Loading J-I 1541 -289 H-G 425 -144 Bottom chord checked for 10.00 psf non-concurrent live load. Maximum Web Forces Per Ply(lbs) * Webs Tens.Comp. Webs Tens. Comp. Purlins K-B 347-1053 H-E 1198 -213 In lieu of structural panels use purlins to brace all flat B-J 1201 -211 E-G 348 -1049 TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind 4'1- PROpSSd' •e? GtNF ,O C9 19575 �4, y • %r 4,40.. ..--... r OREGONGI v 9,QO L.20,10-NSP Renews 6130/2021 **WARNING** READ 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 SCSI.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 610, as applicable. Apply plates to each faceof 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 drawin any failure to build the ANITW, , truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listingthis drawing,indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 10- and se of this awing for any structure is the responsibilityyof 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 SEQN:13518 HIPS Ply: 1 Job Number: 0819099 Cust:R7175 JRef:1W0071750013 T3 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DiwNo: 240.19.1454.51510 Truss Label: G2 BFR / GWH 08/28/2019 2'3"8 7'11"10 1111"4 15712 19'0"6 24'8"8 27' 278 " 5'8"2 3'11"10 3'1"8 3,11"10 58"2 23"8 H _4X5 =4D X5 I12 4 I/ ----,-3X5 Z 9 '"-,--3X5 F ...... 7,... fn 4- .3X5 '-------3X5 I B — G W2 W10 -is A _or I �. M H 2X4(A1) NISI M L K J 1' 1I =2X4(A1) 1111.5X4 1114X5 =5X12 =3X5 1114X5 1111.5X4 I—2' 1 23' 1 2' 2'1"12 5'6"6 4714 34"4 311"10 576 2'112 2'1„121 I 7'8"2 12' 154"4 19,3"14 24'10"4 27' -i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.089 K 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.144 K 999 240 N 1241 1- /- /535 /- /50 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.023 I - - I 1241 /- /- /535 /- /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.037 I - - Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 N Brg Width=5.5 Min Req=1.7 I BrgWidth=5.5 Min Re 1.7 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.392 q= p Bearings N&I are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.375 Spacing:24.0" C&C Dist a:3.00 ftRep Fac:Yes Max Web CSI:0.630 Members not listed have forces less than 375# Maximm Loc.from endwall:Any FT/RT:2(0)/4(0) Chords T 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:18.02.01A.0205.19 B-C 393-1804 E-F 377 -1512 Lumber C-D 375-1504 F-G 393 -1804 D-E 382-1368 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4:HF Standard+HF Stud::W2,W10 2x4 Maximum Bot Chord Forces Per Ply(lbs) DF-L Standard+DF-L Stud: Chords Tens.Comp. Chords Tens. Comp. Loading M-L 1652 -320 K-J 1652 -320 L-K 1365 -236 Bottom chord checked for 10.00 psf non-concurrent live load. Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels use purlins to brace all flat N-B 338-1134 J-G 1427 -291 TC @ 24"oc. B-M 1427 -291 G-I 338 -1134 Wind Wind loads based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind 4-'3 PROp.S1A �� GIN �O o 19575 �4 y • I•1 i61•` `//r • et. OREGON 17on.20 196 X ,010 W. Renews 613012021 *"WARNING'"' READ 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 andSBCA)fsafely 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 bracingp installed per BCSI sections B3,B7 or B10, as applicable. AppTplates 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 A,,,,,,OD„ ,. 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 desi n shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. 8801 Folsom Blvd.,Suite 10 For more information see this 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:13520 COMN Ply: 1 Job Number: 0819099 Cust R7175 JRef:1W0071750013 T4 FROM:IKE Qty: 11 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1454.56197 Truss Label: G3 BFR / GWH 08/28/2019 2'3"8 7'11"10 13'6" 19'0"6 24'8"8 27' 2,3„8 - 5,8„2 5,6„6 5'6„6 5,8„2 2'3"8 'I =4X5 D T 5212 4 V ,3X5 3X5 C E in ED ,3X5 '3X5 B011 F A - G i_ 3:- i,.....- - 2X4(A1) 1111.5X4 1114X5 =3X5 =3X7 1114X5 1111.5X4 2X4(A1) I—2' j 23' 1 2'—H 2'1"12 56"6 4'3"14 1'6" 5'914 5'6'6 2'1"12 2'1"12 7'8"2 12' 13'6"� 19'3"14 24'10"4 27' 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 L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.081 J 999 360 Loc R+ /R- /Rh /Rw /U /RL — BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.137 J 999 240 M 1144 /- /- /534 1- /57 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.021 H - - H 1144 /- /- /534 /- /- Des Ld: 42.00 EXP.B Kzt:NA HORZ(TL):0.035 H - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft TCDL:4.2 psf Code I Misc Criteria Creep Factor:2.0 M Brg Width=5.5 Min Req=1.5 H BrgWidth=5.5 Min Re 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.396 q= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.429 Bearings M&H are a rigid surface. RepFac:Yes Max Web CSI:0.617 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:18.02.01A.0205.19 B-C 395-1678 D-E 366 -1333 Lumber C-D 366-1333 E-F 395 -1678 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4:HF Standard+HF Stud::W2,W8 2x4 DF-L Chords Tens.Comp. Chords Tens. Comp. Standard+DF-L Stud: L-K 1546 -324 J-1 1546 -324 Loading K-J 1546 -324 Bottom chord checked for 10.00 psf non-concurrent live load. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Wind M-B 345-1037 J-E 129 -473 Wind loads based on MWFRS with additional C&C B-L 1397 -311 I-F 1397 -311 member design. C-J 129 -473 F-H 345 -1037 Left and right cantilevers are exposed to wind D-J 451 -50 ,c-'s0 PROFS �5 ‘,401,4 - . ,O c7 4, 19575 dP' 9 %r 1 / 41 OREGON 9J 9?0zo, P 10NS Renews 4/30I2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS PORN Box 448 OR 97113 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafely practices prior to performing these functions. Installers shall Provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherv/ise. 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 fIw 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 ANSIITPI 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 SEAN:13554 COMN Ply: 1 Job Number: 0819099 Cust:R 7175 JRef:1 W0071750013 744 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1455.01033 Truss Label: G4 BFR / GWH 08/28/2019 2'3"87'11"10 136" 1910"6 25' 2'3"8 I 58"2 I 56"6 5'6"6 5,11"10 4X5 D T I 12 4 L— 3X5 3X5 C E in c 3X53X5 B F A , W2 . T no 111- 33"15 i 2X4(A1) L 1114X5 =3X5 =3X7 1114X5 11 G 1111.5X4 1113X5 F---2'--* 23' 1 2112 516"6 413"14 116" 59"14 58"2 2,1"12 I 78"2 12' 13'6" 19'3"14 I 25' 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): 0.087 I 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.147 I 999 240 L 1159 /- /- /539 /- /56 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.021 G - - G 960 /- /- /423 /- /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.036 G - - Wind reactions based on MWFRS Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 L Brg Width=5.5 Min Req=1.5 NCBCLL:10.00 TCDL:4.2 psf G BrgWidth=5.5 Min Re 1.6 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.478 q= Bearings L&G are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.468 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI:0.699 Loc.from endwall:AnyFT/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.18.02.01A.0205.19 B-C 419-1711 D-E 395 -1372 Lumber C-D 378-1370 E-F 443 -1793 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 Standard+HF Stud::W2,W8 2x4 DF-L Standard+DF-L Stud: K-J 1578 -368 I-H 1659 -378 Loading J-I 1578 -368 Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) live load. Webs Tens.Comp. Webs Tens. Comp. Wind L-B 346-1052 I-E 140 -551 Wind loads based on MWFRS with additional C&C B-K 1427 -315 H-F 1582 -340 member design. C-I 127 -471 F-G 279 -907 Left cantilever is exposed to wind D-I 485 -76 4'. PROFS C/ ,a.. EF.p ,O2 k/ 19575 9 �0 %r 1^%_a• :11 OREGON 9,QOL.D,W W. NS Renews 6/30/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted o'herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propeliy 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 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 TWCOMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of ro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Stc.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:13551 GABL Ply: 1 Job Number: 0819099 Gust:R 7175 JRef:1W0071750013 T13 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1455.13290 Truss Label: G5 BFR / GWH 08/28/2019 3'8"4 4' 3'8"4 '3"1'2 12 4 V BC T LO ill A ill 2X4(A1) , DF E F— 2' F— 2' 3,8"4 13"12 3'8"4 '41 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.106 E 225 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.162 E 147 240 F* 172 /- 1- /96 /71 /37 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.039 C - - Wind reactions based on MWFRS Des Ld: 42.00 a.B t.NA HORZ(TL):0.060 C - - F Brg Width=24.0 Min Req=- Heigig ht:15.00 ft TCD NCBCLL:10.00 Mean EXP: 4.2 psf Code/Misc Criteria Creep Factor:2.0 Bearing E is a rigid surface. TCD Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.228 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: 0.522 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.107 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.18.02.01A.0205.19 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4:HF Standard+HF Stud: Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0"span opposite face.Top chord may be notched 1.5"deep X 3.5" at 48"o/c along top edge. DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch in overhang or heel panel,unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. oO PROFS Left cantilever is exposed to windEF,� Z 19575 y �r OREGON 1 an.20,1990 P SOLD W. Renews 603012021 **WARNING** READ 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 CORNEUUS OR 97113 Component Safety Information,by TPI an SBCA)tsafety practices prior to performing these functions. Installers shall Provide tempora (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord snail have a prroppeft attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg insalled per BCSI sections B3,B7 or B10y as applicable. Applplates to each face of truss and position as shown above and on the JointDetails, 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 N1 RV/COMPANYtruss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawii1g or cover page listing this drawing indicates acceptance of pro7esslonar 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 Sbc.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.tpinsl.org:SBCA www.sbcinduslry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEAN:13434 HIPM Ply: 2 Job Number: 0819099 Cust:R 7175 JRef:1W0071750013 725 FROM: Qty: 1 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1459.18850 Truss Label: G6 BFR / GWH 08/28/2019 I S S 2 Complete Trusses Required 5'6" 9'7"4 II 5'6" 4'1"4 12 =4X12 T2 1111.5X4 4 ✓ C D 0 ,u5 B u7 TTT A W3 in 1115 - - vi17f 1 (x- F E H0310(E5) III H0310 =5X5 A 9'7"4 i 57,12 _I 3'11"8 5712I 9'7"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 L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.049 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.083 F 999 240 G 4278 /- /- /- /334 /- BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL):-0.022 B - - E 3456 /- /- /- /291 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.036 B - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:22.41 ft TCDL:42 psf Code/Misc Criteria Creep Factor:2.0 G Brg Width=5.5 Min Req=2.3 E BrgWidth=- Min Req=Softd: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.445 - TPI Std: 2014 Max BC CSI: 0.755 Bearing G is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.921 Top ChordLoc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Foy Chords rces r Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 HS,WAVE VIEW Ver:18.02.01A.0205.19 A-B 195-2300 B-C 191 -2284 Lumber Top chord 2x4 DF-L#2:T2 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 DF-L SS Chords Tens.Comp. Chords Tens. Comp. Webs 2x4:DF-L Standard+DF-L Stud::W3 2x4 HF A-F 2149 -178 F-E 2252 -186 Standard+HF Stud: :Lt Slider 2x6 DF-L#2:BLOCK LENGTH= 2.000' Maximum Web Forces Per Ply(lbs) Nailnote Webs Tens.Comp. Webs Tens. Comp. Nail Schedule:0.131"x3",min.nails C-F 2085 -158 C-E 216 -2611 Top Chord:1 Row @12.00"o.c. Bot Chord:2 Rows @ 3.50"o.c.(Each Row) Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 32 plf at 0.00 to 32 plf at 9.60 BC:From 10 plf at 0.00 to 10 plf at 9.60 BC:1290 lb Conc.Load at 0.00,2.00,4.00 BC: 453 lb Conc.Load at 5.46 BC:1502 lb Conc.Load at 6.00,8.00 ��, op PROFESS Purlins 0, , GtNFF ,o In lieu of structural panels use purlins to brace all flat 19575 TC @ 24"oc. t Wind 1 /2:-^/i...."' Wind loads and reactions based on MWFRS. OREGON Right end vertical not exposed to wind pressure. +n �/ 9-1O`.20,19v NSP Renews 6/30(2021 **WARNING** READ 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 CORNEUUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the AN MNCOMPMIY 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 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 Sgec.2. 8801 Folsom Blvd.,Suite 107 Sacramento,CA 95826 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org SEAN:13479 HIPS Ply: 1 Job Number: 0819099 Gust:R 7175 JRef:1W0071750013 T1 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1459.27330 Truss Label: H BFR / GWH 08/28/2019 5'1"12 7'11"4 12'6" 1710"12 1910"4 FI 25' H 5'1"12 2'9"8 4'6"12 4'6"12 2'9"8 5'1"12 12 =4X5 III 1.5X4 =4X5 E F_ 4 35 C S \3G 3X5 3X5 i Q _ ` H N 1110011111".mos - I 1 3: - - II 2X4(C6) P I' l 0 N M L K J t.E =2X4(C6) =3X7(C6) 1111.5X4 =5X5 -4X8 -5X5 =5X5 1111.5X4 -3X7(C6) I----2' 1 21' j 2'-{ 2'7"12 4'10"4 1'6" 3.454 2'712 7712k1- 12,6" 14' 17'4"4 20' 5 I I 5I 5' 25' 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 IJ# GFavity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.178 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.302 E 815 240 p 1829 /- /- /- /57 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.031 D - - Q 1829 /- /- /- /57 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.053 J - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 P Brg Width=5.5 Min Req=1.6 Q BrgWidth=5.5 Min Re 1.6 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.741 q= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.989 Bearings P&Q are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.591 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:18.02.01A.0205.19 A-B 183 -561 E-F 160 -3 'i Lumber B-C 97-2399 F-G 138 -3304 C-D 138-3303 G-H 97 -2399 Top chord 2x4 DF-L#2 D-E 160-3953 H-I 183 -561 Bot chord 2x6 DF-L#2 Webs 2x4:HF Standard+HF Stud: :Lt Slider 2x6 DF-L#2:BLOCK LENGTH= 2.750' Maximum Bot Chord Forces Per Ply(lbs) :Rt Slider 2x6 DF-L#2:BLOCK LENGTH= 2.750' Chords Tens.Comp. Chords Tens. Comp. Special Loads P-O 2167 -89 M-L 3119 -128 -----(Lumber Dur.Fac= K A-P 539 -155 K 1.15/Plate Dur.Fac.=1.15) A-I 539 -155 -K-J 22215 2 192 TC:From 65 plf at 0.00 to 65 plf at 7.94 05 92 TC:From 32 plf at 7.94 to 32 plf at 17.06 O-N 2205 -92 J-Q 2167 89 TC:From 65 plf at 17.06 to 65 plf at 25.00 N-M 3118 -128 BC:From 20 plf at 0.00 to 20 plf at 7.95 BC:From 10 plf at 7.95 to 10 plf at 17.05 Maximum Web Forces Per Ply(lbs) BC:From 20 plf at 17.05 to 20 plf at 25.00 Webs Tens.Comp. Webs Tens. Comp. BC: 493 lb Conc.Load at 7.95,17.05 BC: 232 lb Conc.Load at 10.00,12.00,13.00,15.00 O-C 55 -612 M-F 978 -37 C-B 124-2099 K-G 1165 -42 Loading C-N 1164 -42 G-J 55 -613 Bottom chord checked for 10.00 psf non-concurrent D-M 979 -37 H-G 124 -2099 live load. QED PROFS (� Purlins `sS' In lieu of structural panels use purlins to brace all flat c?' .,,- - Es,Q 02 TC @ 24"oc. 1(/ 19575 y Wind %. Wind loads and reactions based on MWFRS. i../ 4� Left and right cantilevers are exposed to wind OREGON J 9OL.DW- -. " Renews 6/30/2021 **WARNING'"' READ 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 CORNEUUS 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 SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face,ofptruss and position as shown above and on the JointDetails, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positrons. 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 rwcsMPAW 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 rotessionat engineering responsibility solely for the design shown. The suitability and use of this awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 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:13482 HIPS Ply: 1 Job Number: 0819099 Cost:R7175 JRef:1W0071750013 T17 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1459.30947 Truss Label: H1 BFR / GWH 08/28/2019 2'112 61"8 9'11"4 15712 1810"8 2210"4 25' 2'1"12" 3'11"12 3'9"12 5'1"8 I 3'9"12 F 3'11"12 21"1 2-1 4XX5 =4X5 E T12 4 3X5 2 ! 3X5 C F VA r, A 1111.5)(41111..rH co —midi. 4� 3'75 .. I�� = = ��I� 2X4(A1) 1 IM L K J 3X5l2X4(A1)=A = = 3X5 =3X5 3X5 3X7 1----2' A 21' A 2'—{ 278 74"4 4'4"4 12"q T6" 278 8 2'3"8 9'7"12 14' 15'2'x8 22'8"8 25' 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): 0.061 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.103 D 999 240 M 1106 /- /- /498 1- /42 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.025 I - - I 1106 /- 1- /498 1- /- Des Ld: 42.00 EXP:B fighKztt NA HORZ(TL):0.043 I - - Wind reactions based on MWFRS Mean Height:15.00 ft M Brg Width=5.5 Min Req=1.5 NCBCLL:10.00 TCDL:42 psf Code/Misc Criteria Creep Factor:2.0 I BrgWidth=5.5 Min Req1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.411 Bearings M&I are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.474 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft *Rep Fac:Yes Max Web CSI:0.666 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 C-D 333-1341 E-F 332 -1340 Lumber D-E 345-1241 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4:HF Standard+HF Stud: Chords Tens.Comp. Chords Tens. Comp. Loading M-L 1188 -285 K-J 1237 -220 L-K 1237 -220 J-I 1187 -286 Bottom chord checked for 10.00 psf non-concurrent live load. • Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels use purlins to brace all flat M-C 397-1431 F-I 399 -1427 TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind ���EO PROFS 0�9 �aG, S INE"EE /OZ L[! 19575 y 1� OREGON .J .7 an.20,1990 P IP0L0 W-N' Renews 6/3002021 **WARNING** READ 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)fP safe practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per SCSI.Unless noted otherwise,,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing ins'talled per BCSI sections B3,B7,_or B10, as applicable. Applplates to each face,of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Buildin omponents Group Inc.shall not be responsible for any deviation from this drawing,an failure to build the ANnwcoo NY trss in conformance with ANSI/ 11,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing Indicates acceptance of prooess onaTi engineering responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 1oi and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:13484 HIPS Ply: 1 Job Number: 0819099 Gust:R7175 JRef:1W0071750013 T47 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1459.32790 Truss Label: H2 BFR / GWH 08/28/2019 278II I 6'5"10 11'10" I 13'2" 186"6 22'6'8 25 2'3"8 4'2"2 5'4"6 1'4" 5'4"6 4'2"2 2'3"8 —4XD5 =4E5 12 2 S 4 p 3X53X5 C F v h G v 4X5 w4X5 I B G Tis A 0 r - _ -F r1 H =2X4(A1) O� N M L K IJ III =2X4(A1) 1111.5X4 1114X8 =3X5 .3X73X5 1114X8 1111.5X4 I—2' A 21' '}' 2'-'i 21"12 4'0"6 64"6 16"4 47"14 4'0"6 2'1"12 2'1"12 6'2"2 11'6"8 13'3"12 18'9"14 I 22'10"4 25' 144 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.075 M 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.119 M 999 240 0 1168 1- /- /497 /- /50 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.022 I - - I 1168 1- /- /497 /- /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.034 I - - Wind reactions based on MWFRS Mean Height:15.00 ft 0 Brg Width=5.5 Min Req1.5 NCBCLL:10.00 TCDL:42 psf Code I Misc Criteria Creep Factor:2.0 = BldgCode: IRC 2015 MaxC CSI: 0.377 I Brg Width=5.5 Min Req=1.5 Soffit: 2.00 BCDL:6.0 psfBearings 0&I are a rigid surface. Load ax Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.410 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.740 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): I Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 348-1633 E-F 331 -1401 Lumber C-D 332-1405 F-G 348 -1634 D-E 351 -1262 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4:HF Standard+HF Stud: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Loading N-M 1528 -293 L-K 1528 -294 Bottom chord checked for 10.00 psf non-concurrent M-L 1260 -205 K-J 1528 -294 live load. Purlins Maximum Web Forces Per Ply(lbs) In lieu of structural panels use purlins to brace all flat Webs Tens.Comp. Webs Tens. Comp. TC @ 24"oc. O-B 309-1077 J-G 1451 -293 Wind B-N 1451 -294 G-I 309 -1077 Wind loads based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind �5 x4O 1 N Eli •O CI 19575 9 it I1 S 411. "' OREGON J 9-. .OLDW Renews 030/2021 **WARNING"' READ 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 CORNEUUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 at bracingper BCSI.Unless noted Otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin9 installed per BCSI sections B3,B7 or 610, 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 NW 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 engineerin responsibility solely for the design shown. The suitability and use of this awing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 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:13346 EJAC Ply: 1 Job Number: 0819099 Cost:R 7175 JRef:1 W0071750013 T10 FROM:IKE Qty: 43 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1459.34783 Truss Label: X BFR / GWH 08/28/2019 2'3"8 T11"4 II- I 2,3"8 5712 1111.5X4 C 4 12 ' 3X 5 B iv ajlA 1 31 ' 'h I 2X4(A1) E'' 1113X5 1111.5X4 2' * 511"4 1 2'1"12 5'9"8 2112 7'11"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefI/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL):-0.008 E 999 360 Loc R+ /R- /Rh I Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):-0.015 E 999 240 E 461 /- /- /246 /- /43 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 B - - D 232 /- /- /100 /11 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):0.004 B - - Wind reactions based on MWFRS NCBCLL:10.00 Code I 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: 0.374 q=- Bearing E is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.254 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.156 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4:HF Standard+HF Stud: Loading Bottom chord checked for 10.00 psf non-concurrent live load. 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 ���EO PROFS C./ aG%N E t 1(/ 19575 7 I• g + c45 o, OREGON v 9O` .D,W. -1 ' Renews 613012021 **WARNING** READ 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 snall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each face oftrussand position as shown above and on the Joint9Details, 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„w ,Pµy truss in conformance with ANSI/T 11,or for handling,shipping,installation and braciC ng of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of prooessionaf engineering responsibility solelfor the design shown. The suitability and use of this awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 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:13355 EJAC Ply: 1 Job Number: 0819099 Gust:R 7175 JRef:1W0071750013 T29 FROM:IKE Qty: 2 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1459.38630 Truss Label: X1 BFR / GWH 08/28/2019 2'3"8 711"4 2'3"8 57"12 D T 1111.5X4 C ,2 T4 , _ '° 3X5 cn B N A 2X4(A1) F' E III3X5 1111.5X4 2' 1 511"4 1 2'112 59"8 I 2'1"12 7'11"4 1'6"--{ 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 L/defl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL):-0.007 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):-0.013 F 999 240 F 448 /- /- /227 1- /71 BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.002 C - - E 348 /- /- /106 /60 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.003 C - - Wind reactions based on MWFRS Mean Height:22.40 ft Code/Misc Criteria Creep Factor:2.0 F Brg Width=5.5 Min Req= 1.5 NCBCLL:offit10.00 TCDL:42 psf E BrgWidth=- Min Re Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.317q=- Bearing F is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.253 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.129 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4:I-IF Standard+HF Stud: Loading Bottom chord checked for 10.00 psf non-concurrent live load. 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 ���Ep PROFESS 0 �5 "GIlIF��p HOZ 1(/ 19575 y �r 1 dltir° OREGON J 1 en.20,1990 ' .rOlD W-N� Renews 6/30/2021 **WARNING** READ 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,handlingq shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNEUUS OR 97113 Component Safety Information,by TPI and SBCA)f6'r 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 153,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 MilW 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 ordiessional engineering responsibility solely for the desi�gan shown. The suitability 8801 Folsom Suite 10i and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 S8c.2. 88Sac1amento,Blvd.,C95826 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitww.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org SEAN:13372 EJAC Ply: 1 Job Number: 0819099 Cust:R 7175 JRef:1W0071750013 T30 FROM:IKE Qty: 2 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1459.40747 Truss Label: X2 BFR / GWH 08/28/2019 F" 2'3"8 + T6" –I 2'3"8 5'2"8 I111.5XC4 4 12 0 0 3X5 B b' EN lir A Ms ' �j►yy 2X4(A1) —� IIII 5X, 1113X5 2' i. 56" i 21"12 54"4 2'1"12 7'6" 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 Udell L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL):-0.005 E 999 360 LOG R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):-0.011 E 999 240 E 445 /- /- /223 /5 /55 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 B - - D 212 /- /- /79 /29 /- EXP:B Kzt:NA HORZ(TL):0.003 B - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:22.08 ft � ) NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 E Brg Width=5.5 Min Req= 1.5 TCDL:4.2 psf Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.316 D Brg Width=- MWFRSBearing E is a rigid surface.Min Re Reg =- Load Duration:1.15 Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.211 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.125 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4:HF Standard+HF Stud: Loading Bottom chord checked for 10.00 psf non-concurrent live load. 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-. PROFESS t9� �GtNF "b 19575 7 / �r •' ►'�n 1 OREGON v 1 2o,19� P RDCD W•N ' Renese&3012021 'WARNING** READ 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 CORNEUUS OR 97113 Component ggafety Information,by TPI and SBCA)fosafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per SCSI.Unless noted otherwise op chord shall have properly attached structural sheathin and bottom chord snail 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 JointDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc..shail not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of Pro esstonaT engineering. responsibility solelfor the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer perYANSIITPI 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.orq Sacramento,CA 95826 SEQN:13365 EJAC Ply: 1 Job Number: 0819099 Cust:R 7175 JRef:1W0071750013 T53 FROM:IKE Qty: 3 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1459.42600 Truss Label: X3 BFR / GWH 08/28/2019 2'3"8 511"4 2'3"8 { 3712 III1.5XC4 12 T 4 3X5 B i+A CV A II 35 Mil_........ '11111111111=1111119,1d, ■ 2X4(A1) E�� 1113X5D III 1.5X4 2' 1 3'11"4 2'1"12 378 2'1"12 5'11"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TOOL: 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):0.011 E 999 240 E 394 /- /- /216 /- /32 BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL):-0.001 C - - D 140 /- /- /48 /11 /- Des Ld: 42.00 EXP:B Kzt:NA — _ HORZ(TL):0.002 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 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.216 D Brg Width=- Min Req=- rigid surface. TPI Std:2014 Max BC CSI: 0.097 Bearing E is a Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.091 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4:HF Standard+HF Stud: Loading Bottom chord checked for 10.00 psf non-concurrent live load. 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 ���EO PROFESS ,� GINE �O 0 --19575 F� 9 %r i Irl - -01. i OREGON J • 9SP,QOLDWN Renews 6130!2021 **WARNING** READ 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 CORNEUUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 at bracing per SCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attaches rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. AppTplates 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 ,,C ,,, ,P, truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this clawing ,r, ing or cover page listingthis drawing indicates acceptance of orooessionau engineering responsibility solely for the design shown. The suitability and se of this drgawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sac.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:13467 HIP_ Ply: 1 Job Number: 0819099 Cust:R7175 Met 1 W0071750013 T26 FROM:IKE Qty: 12 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DiwNo: 240.19.1459.58497 Truss Label: CG1 BFR / GWH 08/28/2019 71"12 11'1"3 i" 1-I 3,11"7 1111.5X4 C 12 2.83 a 3X5 a B woo in 1113X7(A1) 411111111111111411111114404 N A _ 13 O - 2X4(A1) F = E D III 1.5X4 --3X5 H-2,9„3 1 8,4" 1 7' 4'1"3 F1- H 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 Pf:21.2 Ce:1.1 VERT(LL): 0.091 E 407 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.165 E 224 240 F 590 I- I- /90 /35 /- BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL):-0.022 C - - D 262 /- /- /53 /24 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.040 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 F Brg Width=7.8 Min Req= 1.5 D BrgWidth=- Min Re Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.423q= Bearing F is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.550 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:0.091 Maximum Bot Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 A-E 465 -136 Lumber Top chord 2x4 HF#2 Bot chord 2x6 DF-L#2 Webs 2x4:HF Standard+HF Stud: :Lt Wedge 2x4 HF Standard+HF Stud: Special Loads ---(Lumber Dur.Fac=1.15/Plate Dur.Fac.=1.15) TC:From 2 plf at 0.00 to 2 plf at 11.10 BC:From 2 plf at 0.00 to 2 Of at 11.10 TC: 80 lb Conc.Load at 0.00 BC: 157 lb Conc.Load at 2.66 BC: 50 lb Conc.Load at 5.49 BC: 271 lb Conc.Load at 8.32 Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. qØ8O Pep cantilever is exposed to wind O.5 , G i N EF �Oy 19575 y %r OREGON J '9 an.20,19� AP' '4'OLD W.N'r' Renews 603012021 **WARNING.' READ 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 CORNEUUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have 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 Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the ANfIW NY COMPA 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-tessronal engineering responsibilitysolelyfor the design shown. The suitability and use of this awing for any structure Is the responsibility of the Building Desiger peiANSI/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.tpinsl.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:13522 HIP_ Ply: 1 Job Number:0819099 Cust:R7175 JRef:1W0071750013 T5 FROM:IKE Qty: 2 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1500.02243 Truss Label: CG2 BFR / GWH 08/28/2019 III 1.5X4 2.83 L.....--- B 1 1113X7(A1) r> i`V A _....1111111111111111111111111111111111111111 3"15 ■ ,I 2X4(A1) Bo.-----m-..-:-.5 C 1111.5X4 H -2'9"3 1 5'6"1 -i 8'3"4 { 8'3"4 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): 0.121 C 305 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.219 C 168 240 D 507 /- /- /71 /5 /- BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL):-0.026 B - - C 128 1-6 /- /12 /17 /- Des Ld: 42.00 EXP:B fighKztt NA HORZ(TL):0.048 B - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 D Brg Width=7.8 Min Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.444 C Brg Width=- Min Re Bearing D is a rigid surface. q Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.258 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:0.287 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.18.02.01A.0205.19 Lumber Top chord 2x4 DF-L 2400f-2.OE Bot chord 2x6 DF-L 2400f-2.0E Webs 2x4:HF Standard+HF Stud: :Lt Wedge 2x4 HF Standard+HF Stud: Special Loads ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 2 plf at 0.00 to 2 plf at 8.27 BC:From 2 pIf at 0.00 to 2 pif at 8.27 TC: 80 lb Conc.Load at 0.00 BC: 157 lb Conc.Load at 2.66 BC: 103 lb Conc.Load at 5.49 Loading Bottom chord checked for 10.00 psf non-concurrent : live load. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. R cp PROFS Left cantilever is exposed to wind �c�v �GtNE . 'spy 19575 • -p %r OREGONGI . J 9 . , PQOLDWNS Renews 6/3012021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Sox 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety For 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 ins-tolled per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each faceof 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 MAI COMPANY truss In conformance with ANSITTPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page. listing this drawing Indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 10; and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Sac1amento,CA 95826 For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SECA www.sbcindustry.com;ICC:www.iccsafe.org SEAN:13370 HIP_ Ply: 1 Job Number: 0819099 Cust:R 7175 JRef:1 W0071750013 T18 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1500.05433 Truss Label: CG3 BFR / GWH 08/282019 7'1"12 10'2" 10' "12 {" T1"12 - 3'0"4 3" 2 Jill.5 C4D 2.83 , ...,_3)(5 I B owl - rn 1113X7(A1) 4111111111111111111444rN A i am eim !, 1 3i5 =2X4(A1) 1 i°- G F E 1111.5X4 4X5 I-2.9"3 1 78"9 i T ( 3'0"4 FH 7' 10'0"4 44,12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/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 Lldefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.124 G 297 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.205 G 180 240 H 822 /- I- /- /121 /- BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL):-0.030 D - - E 453 /- /0 /- /66 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.050 D - - Wind reactions based on MWFRS Mean Height:22.06 ft NCode/Misc Criteria Creep Factor:2.0 H Brg Width=7.8 Min Req=1.5 Soffit: 10.00 TCDL:4.2 psf E BrgWidth=- Min Req=- 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.517 Bearing H is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.989 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:0.105 Maximum Bot Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 A-G 661 -170 Lumber Top chord 2x4 HF#2 Bot chord 2x6 DF-L#2 Webs 2x4:HF Standard+HF Stud: :Lt Wedge 2x4 HF Standard+HF Stud: Special Loads I ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 64 plf at 0.00 to 64 plf at 5.49 TC:From 32 plf at 5.49 to 32 pit at 8.32 TC:From 64 plf at 8.32 to 64 pit at 10.48 BC:From 20 pIf at 0.00 to 20 plf at 2.66 BC:From 10 plf at 2.66 to 10 plf at 8.32 BC:From 20 plf at 8.32 to 20 Of at 10.48 BC: 157 lb Conc.Load at 2.66 BC: 50 lb Conc.Load at 5.49 BC: 298 lb Conc.Load at 8.32 Loading Bottom chord checked for 10.00 psf non-concurrent live load. X11 PROpSS Wind � GtNt? ',.SR, Wind loads and reactions based on MWFRS. 0F� Z Right end vertical not exposed to wind pressure. • 19575 y{ r Left cantilever is exposed to wind ++ OREGON v 9�O L D20,199-D " Renews 6/30/2021 **WARNING** READ 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 pod 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 snail have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face.of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (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 ,N�., ,M 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 proTesslonar engineering responsibility solely for the design shown. The suit ability 8801 Suite 10i and use of this arawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 880Sac1 FolsomtBlvd.,C95826 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 SEQN:11696 JACK Ply: 1 Job Number: 0819099 Cust:R 7175 JRef:1W0071750013 T9 FROM:IKE OW: 30 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1500.36157 Truss Label: CJ1 BFR / GWH 08/28/2019 12 4 B A T N5 ;� i-" 1 D C 2X4(A1) 1'11"11 1103 IH 1'11"11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.016 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BOLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.027 B 881 240 D 78 /- /- /37 1- /10 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.005 B - - C 78 /- I- /38 /1 /- Des Ld: 42.00 EXP:B fighKztt NA HORZ(TL):0.009 B - - Wind reactions based on MWFRS Mean Height:15.00 ft Code I Misc Criteria Creep Factor:2.0 D Erg Width=1.5 Min Req=- NCBCLL:10.00 TCDL:42 psf C Br Width=- Min Req=- Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.068 g Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.135 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.000 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:I8.02.01A.0205.19 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. -c°1 PROpSSS' O.5 �t4G1NFF /O �Q Z ((/ 19575 9 /1 1'1..3 OREGON '9�°LDzo,'rb NSP W. Renews 6/30/2021 **WARNING** READ 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 actices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracingiper BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing9 installed per BCSI sections B3,B7 or B10, as ap licable. Applplates to each face 01 truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,. listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability 8801 Folsom Suite 10: and use of this afawing for any structure is te responsibility of the Building Designer per ANSI/TPI 1 Sac.2. 880Sac1 Folsommento,Blvd.,C95826 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:13342 JACK Ply: 1 Job Number: 0819099 Cush R 7175 JRef:1W0071750013 T8 FROM:IKE Qty: 27 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1500.38493 Truss Label: CJ2 BFR / GWH 08/28/2019 2'3"8 310"3 2'3"8 1'6"11 H 12 1111.5X4 4 - C 3a5 � T 1' LO A ihi,Il . 1 ■ii 2X4(A1) E 1113X5 D 1111.5X4 F 2' 1 1'10"3-j 2'1"12 1'8"7 2'1"12 + 3'10"3 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/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): 0.008 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 459 /- /- /211 /- /21 BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL):-0.001 C - - D 25 /-93 /- /11 /39 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.002 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 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.183 D Brg Width=- Min Req=- Bearing E is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.076 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 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:18.02.01A.0205.19 E-B 245 -386 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4:HF Standard+HF Stud: Special Loads --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 65 plf at 0.00 to 65 plf at 3.85 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 live load. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind 4'��O PROFS O�5 ,GINE-z.czto 19575 y OREGON .J 9.OL D,W." Renews 6/3012021 "WARNING" READ 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 CORNEUUS OR 97113 Component Safety Information,by TPI and SBCA)fir safetypractices prior to performing these functions. Installers shall�pprovide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall hve properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Apply Plates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE NEdrawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the * ,u 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 proiessronaT 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 Sgec.2. 8801 Folsom Blvd.,Suite 10-0 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:13344 JACK Ply: 1 Job Number: 0819099 Cust:R 7175 JRef:1 W0071750013 T6 FROM:IKE Qty: 23 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1500.42090 Truss Label: CJ3 BFR / GWH 08/28/2019 2'3"8 5'10"3 2'3"8 3'6"11 H III1.5XC4 12 4 3X5 B 1O io CNI 41.011A I6 i '. ►N L =2X4(A1) E!!!"- 1113X5D III 1.5X4 2' 1 3'10"3 A 2'1"12 387 2'1"12 5'10"3 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSl 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 LJ# 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):0.011 E 999 240 E 392 I- I- /215 I- /32 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 C - - D 135 /- I- /45 /11 /- EXP:B Kzt:NA ) Des Ld: 42.00 HORZTL 0.002 C - - Wind reactions based on MWFRS HORZ(TL): Mean Height:15.00 ft NCode/Misc Criteria Creep Factor:2.0 E Brg Width=5.5 Min Req=1.5 Soffit: 10.00 TCDL:4.2 psf D Brg Width=- Min Req=- 2.00 BCDL:6.0sf Bldg Code: IRC 2015 Max TC CSI: 0.210 P Bearing E is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.093 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.091 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 Lumber Top chord 2x4 HF#2 Bat chord 2x4 HF#2 Webs 2x4:HF Standard+HF Stud: Loading Bottom chord checked for 10.00 psf non-concurrent live load. 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 c�EO PROFS ' ,5 , GtNBF /O O L(/ 19575 ll y r :41 / 1^/r 401 1 OREGON J '9an.20,1990 P IP0LDW• 'h Renews 6130/2021 "*WARNING** READ 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 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 bracingfinstalled per BCSI sections B3,B7 or B10, as applicable. Apply plates o each face oftrussand position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE NEdrawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the µIN 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 oro7essronaT engineering res onsibility solely for the design shown. The suit-abIlity 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.alpineitww.com;TPI:www.tpinst.org;SBCA www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:13465 JACK Ply: 1 Job Number: 0819099 Cust:R 7175 JRef:1 W0071750013 T33 FROM:IKE Qty: 3 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1500.44550 Truss Label: CJ4 BFR / GWH 08/28/2019 12 4 III1.5XB4 T -:,------3X5 i Tto �. IPIII& II =� 1113X5 C 1111.5X4 1'10"3---I 1'10"3 FI 1'10"3 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 lac 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 78 /- /- /35 1- /13 BCDL: 10.00 Risk Category:Il Snow Duration:1.15 HORZ(LL):-0.000 B - - C 78 /- /- /33 /12 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.000 B - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:21.80 ft TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 D Brg Width=5.5 Min Req= 1.5 Soffit: C BrgWidth=- Min Re 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.050 Bearing D is a rigid surface. q Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.032 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.029 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.18.02.01A.0205.19 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4:HF Standard+HF Stud: Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. C9� .,�G dP. ,OZ 1(/ 19575 y � 1 L01{-g'4 OREGON .J 9,QOLas- .D,w.' Renews 613012021 **WARNING** READ 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 CORNEUUS OR 97113 Componenf Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall Provide tempora (503)357-2118 Ext bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper) attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracintg installed per BCSI sections B3,B7 or B10y /41.16 as applicable. Apply plates to each face.oftrussand position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE' NEdrawings 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 �„rv,Cw,e,,Y truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this dr wing or cover page listing this drawing indicates acceptance of proTessionai engineering responsibility solely for the design shown. The suitability 01 Folsom Blvd.,Suite 10i and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 S-ec.2. 888c1amento,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:13351 JACK Ply: 1 Job Number: 0819099 Cush.R7175 JRef:1W0071750013 T32 FROM:IKE Qty: 3 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1500.49153 Truss Label: CJ5 BFR / GWH 08/28/2019 4 12 1111.5X64 V • 3X5 II 1.0A it, in &,..-._____-oaIIIIIIIIIIIMmmmr„ N 1111111- __ 1 D 1113X5 C III 1.5X4 1 --3'10"3 _ i 3'10"3 HH 3'10"3 ♦Maximum Reactions lbs LoadingCriteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria (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): 0.000 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 163 /- /- /72 /0 /28 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 B - - C 163 /- /- /70 /21 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.000 B - - Wind reactions based on MWFRS Mean Height:22.14 ft Code/Misc Criteria CreepFactor:2.0 D Brg Width=- Min Req=- NCBCLL:10.00 TCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.228 C Brg Width=- Min Req=- Load Soffit: 2.00 Duration:1.15 MBWFRS 6.0 psfRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.144 Members not listed have forces less than 375# WF Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.095 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.18.02.01A.0205.19 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4:HF Standard+HF Stud: Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. ,c'N' PROFS CI �aG la l' P4 iO r • OREGON v 1�en.20,'1g9� !Q* OLD W. Renews 6130/2021 *"WARNING* READ 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 BGSI..Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord snail 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. AppTplates to each face.of truss and position as shown above and on the JointfDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITV)/Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/T PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of roTesslonaf engineeringresponsibilitysolely for the design shown. The suitability and use of this awing for any structure is thepresponsibility 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.corn:TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:13556 FLAT Ply: 1 Job Number: 0819099 Cust:R 7175 JRef:1 W0071750013 T68 FROM:IKE Qty: 197 -SOLSTICE CUSTOM HOMES-BUTTERFIELD PARK LOT 13 DrwNo: 240.19.1501.04377 Truss Label: BP BFR / GWH 08/28/2019 ON 3 1'6"10 1'10"6 0'3 1'6"7 131 III 4 III 1.5XA B4C Ti r HCH IUMMEME F, D E 1111.5X4 1111.5X4 1'10"6 1 3 1'6"7 "12 3 1'6"10 '10'6 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl 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 C 999 240 F* 83 1- /- /34 /6 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 A - - Wind reactions based on MWFRS Des Ld: 42.00 FRCP.B N1. HORZ(TL):0.000 A - - F Brg Width=22.4 Min Req=- NCBCLL:10.00 Mean Height :21.49 ft Code/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: 0.038 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:0.028 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4:HF Standard+HF Stud: Bracing Fasten rated sheathing to one face of this frame. Loading Bottom chord checked for 10.00 psf non-concurrent live load. 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. This truss has not been designed to transfer lateral or longitudinal forces.Sheathing or other bracing is required CEO PROPS. for any longitudinal(drag)forces.All horizontal and vertical .(�G NVA, diaphragms and connections shall be designed by the 05 .0G H - OZ engineer of record.See Code section R602.10.6.2. 19575 y .%r OREGON J 1 an.20,199% P RO&O W•NA Renews 6/3012021 **WARNING** READ 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 an SBCA)fsafety practices prior to performing these functions. Installers shall Provide tempora (503)357-2118 Ext bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a prrogpefl�y attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections$3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE ,� drawings 160A-Z for standard plate positions. �LPP�I NN Alpine,a division of ITW Built na1 Components Group Inc.,shall not be responsible for any deviation from this drawing any failure to build the pr,,ry,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 8801 Folsom Blvd.,Suite 10i and use of this awing for any structure is the responsibilityyof the uilding Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 CLR Reinforcing Vemoer Suostitution T-Reinforcerlent This detail is to be used when a Continuous Lateral Restraint (CLR) Or T-Reinf. Is specified on a truss design but an alternative web L-Reinforcement: or reinforcement method is desired, L-Reinf, ,. 1, Apply to either side of' web narrow face, ,* Notes! Attach with 10d (0,128'x3,0',min) nails , at 6' o.c, Reinforcing member is , a minimum 80% of web , This detail is only applicable for changing the specified CLR member length, �, shown on single ply sealed designs to T-reinforcement or , L-reinforecement or scab reinforcement. , Alternative reinforcement specified in chart below may be conservative, 1, For minimum alternative reinforcement, re-run design with appropriate reinforcement type. m Use scabs Instead of L- or T- reinforcement on webs with intersecting truss Joints, such as K-web Joints, that may Interfere with proper X 1 application along the narrow face of the web. T-Reinf. L-Reinf. Web Member Specified CLR Alternative Reinforecement Scab Reinforcement: Size Restraint T- or L- Reinf, Scab Reinf, 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face, IN Attach with 10d (0,128'x3,0',min) nails 2x6 1 row 2x4 1-2x6 at 6' o,c, Reinforcing member is a 2x6 2 rows 2x6 2-2x4(*) minimum 80% of web member length, 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6()I0 Scab Reinf. T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design, 010 Center scab on wide face of web. Apply (1) scab to each I face of web, IN NM � �U � E PROTC LL PSF REF CLR Subste e TIA�TO L� �DCLUDDIG THEINSTALLERS. 4.( %.., folTrusses low the ntesteeedstbnn of SCSI(Bflunp con°ponenclSSoofe y Information,Jnr and Inbracing.A)Refer to safety ' , GINFF tO TC DL PSF DATE 01/02/19 practices prior to perforhing these functions. Instollers shall provide temporary�bracing per SCSI, �' Z Unless noted otherwise,top chord shall have properly attached structural sheathing end bottom chord 4/ 19575 T. BC DL PSF DRWG BRCLBSUB0119 vi shell have a properly attached rigid ceiling. Locations shown for pernonent lateral restroht of webs • r I A �_ ofshall have brace installed e per SCSI sections sa,aT or 510,a:applicable. Apply pias:to each face A. BC LL PSF [= I\VI of truss and position os shown above and on*he Joint Details,unless noted otherwise. may.• Refer to drowhgs 160A-2 for standard plate positions. I / Alpine,a division of ITV Bulling Components Group Inc shall not be responsible for any deviation from I TOT, LD. PSF AN 1TWCOMPANY this drowbp any failure to bold the truss is conformance with ANSI/TPI 1,or for handing,shipping, ^ OREGON Installation L bracing of trusses. M' A seal on this drawing or cover pope lhrig this drawing,indicates acceptance of professional 13723 Riverport Drive yy solely far the dem ahwan The sultabllty and uw ofs tIb drawing '9 en.20 1g90 • DUR. FAC. Suite 200 for�ucYre the respore6ltkl'of the B, *ro Desig er per ANSI/IPI 1 Sect. Maryland Heights,MO 63043 For more intonation see this Job's general notes page and these web lees �OLD W.�� SPACING ALPINE,www.olpineitwsom TPD www.tpinstargl SDCA.wswsbchdustry.orgt ICCr wvJccsofe,org Renews 6/3012021 * Hip Frame Details Hip Frame W4X4, Min, B — "III , U' � U Common � � � Trusses W1,5X3 ■ ,�`. Typ, Th.... �` %i%�1I'1 r,� U Stepped Hip .�osilisiali��-• System Trusses ti 2x4 Chords 2x4 Purlins •�iMiWElitli iMiMi�E ■I-Ire■�■�■�■i�■�■�■�■���\I■ 41111111111. 1 III �� #1 Hip T)cc <1 .�%'111P1� 1,1�' Pitched and Sheathed .... 1Chord Area •, Hip Frame* • B - Bottom Chord W3X4, Min, o- Attach hip frame to flat chords of stepped hips at all overlapping points with 2-10d (0,148'x3') W3X4, Min, Hip Frame, 'R' common nails. Bottom chord of hip frame to be attached to #1 hip with 10d common (0,148"x3") / nails @ 6' o,c, maximum spacing. Hip frame stops at plumb cut of -s/ p Hip Frame Jacks to maintain pitch continuity, Section B-B i Hip frame lumber Is SPF, So. Pine, HF, y or DFL Standard, Stud grade, or better. See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required. 'R' Hip frame chords may be trimmed up to 2' to fit. Stepped Hip purlins must be Intact and properly attached. 1-...-- Setback -I System Trusses Use this detail for: Hip Frame - provided by truss manufacturer, ASCE 7-10 & ASCE 7-16, 140 mph, 30' M.H., - a Enclosed, Exp C, or Hip frame 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 Indicated. Residential, Wind TC DL=4.2 psi', I<zt=1,00 ASCE7-05, 110 mph, 30' , Enclosed, Cat II, Exp C, Structural panels must be properly attached directly To hip frame purlins, �,Ep PROpS NEWARHDN7es READ AND FOLLOW ALL NOTES THIS DRAG+ 'C SS'' REF HIP FRAME teDpQ(TAHTss FURNISH THIS DRAWING TO ALL CIRACTIIRS INCLUDING THE INSTALLERS. s5 �G I N FA, co Trusses quire extreme care In fabricating,handling,shipping,Installing and bracing Refer to and 0 �l 10 follow the latest edition of BCSI(Building Component Safety Information,by TPI end SBCA)for safety 19570 'D DATE 01/02/2018 proctkes prior to performing these functbns. Installers shell provide tenpornry bredng per HCSI. r Unless oared otherwise,top chord shnR hove properly ettechetl structural shoe htng and button chard �� DRWG HIPFRAME0118 is shall have a properly attached rigid ceiling. Locutions shown for permanent lateral restraint of webs9 A ILRI N11- shall have bra installed per BCSI sections 33,B7 or 010,as opplknble. Apply plates to Such face 14237:61'''' , (] of truss and position es shown above end on the Joint Detolls,unless noted otherwise. Refer to drawings 160A-Z for standord plate positions. OREGON Alpl e,o dHbbn of ITV HWding Components Groupp Inc.shall not be responsible for ny tlevietbn Fran AN ITW COMPANY this drawing,ony feiure to build the truss In canfornnnce with ANSI/TPI 1,or for hooding,shipping, '4n.20,194- Q' Installation 6 bradng of trusses, A seal on#Ys drawing or cover pe llstfg tds drag,Mcntes acceptance of professbral 13723 Riverport Drive fngIneerkg re Mlh's}eru�l surely for the�,sign The s b y I 1 Seca �O�O Suite 200 any trr,cbre the aporabetty IX;Aiding Designer per Maryland Heights,MO 63043 ALPIFr rwwphinsfocmemtb)nPseeweteto'srgnCl wnowtbchtlgternorgi O bwnsjictcssoife.org Renews 6/30/2021 E Hip Frame Details Hip Frame B — W4X4, Min. _ !j� 24' II I Common TyP : : Tr sons W1.5X3 I • • 141 r Typ ---'8... • //`� MMMIMMI W011.11`� ■ Stepped Hip II,/liS'S'`r\'• System Trusses ses 2x4 Purlins •��ililiii liiilha�IN• 2x4 Chords ■I�Ji■i■B■I■r■I■i■�■I"\I■ I �I� ����� = #1 Hip Setback Y II /IICP11','111 �M\ 1 II ��� �._■�,� Pitched and Sheathed .,�.._.....z.k. - Chord Area •,_ Hip Frame 4111 • , . / B _ Bottom Chord W3X4, Min, o- Attach hip frame to flat chords of stepped hips at all overlapping points with (2) 0.131'x3.5" nails W3X4, Min, Hip Frame, 'R' Bottom chord of hip frame to be attached to #1 hip with 0.131'x3.5' nails @ 6' o.c. maximum spacing. ' Hip Frame Hip frame stops at plumb cut of Section Jacks to maintain pitch continuity. Section B- B ) Hip frame lumber is SPF, So. Pine, HF, ��' or DFL Standard, Stud grade, or better. See Engineer's sealed design for setback, - lumber, plating, loading, and duration factor required. 'R' Hip frame chords may be trimmed up to 2' to fit, purlins must be intact and properly attached. -- Setback I Stepped Hip System Trusses Use this detail for: Hip Frame provided by truss manufacturer. ASCE 7-10 & ASCE 7-16, 180 mph, 30' M.H., Partially Enclosed, Exp C, or ASCE 7-10 & ASCE 7-16, 160 mph, 30' Hipframe is- designed to provide bracingfor flat top M.H., Partially Enclosed, Exp D, or chordsipohip frame system where indicated. Flat top ASCE 7-05, 140 mph, 30' M.H., Partially Enclosed, Cat II, Exp C, chords of stepped hip system must be So. Pine lumber. Residential, Wind TC DL=4.2 psi, Kzt=1,00 Structural panels must be properly attached directly his PROF�s purlins. sa VARlUA AND MITES AFALL TES BN THIS DRAWING! 4 S> REF HIP FRAME aDKRTAMes FURNISH THIS DRAWING TD ALL CONTRACTDRs DCLUDme THE INSTALLERS. S.? ,G t N FF O Trusses require extreme care in fabricating,handling,shipping,installingand bracing. Refer to and V' 19575 't' 2 DATE 01/02/2018 follow the Incest edition mi gBCSI(Building unctions. nt Safety Information,temporary TPI and racing far safety . — unless: o he wiperf, g these.11 ves. Installerslyatshall provistruce rlshtbracing per BCSI. %r Unless noted otherwise,top chord shall have properly attached permanent sheathing and bottom chord DRWG HIPFR1800118 .AI pr shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs '/ � �s AI��T77 GD shall have bracing installed per BCSI sections B3,H7 or 510,as applicable. Apply plates to each face I 1 1 I__J I� I of truss and position ns shaven above and on the Joint Details,unless noted otherwise �ILIJ I V Refer to drawings 16M-Z for standard plate posrtlons, GI OREGON Alpine,n division of ITV Building Components group Inc.shall not be responsible for any deviation from Y, AN IfWCOMPANY this a^aw4g,any intone to brdi the truss h confornnnce with ANSI/TPI 1,or for handlYtg.sldpping, ,9 en Z0 1240 (Q, Installation I.bradng of trusses. V A seal on lids drawing or cower Bring fids drawing,indicates ar ceptnnce of profess o al t Suite Riverport Drive far�e�o• the relimone�ty of it Designer n�'RI of ods ane�'.0 OL D Suite 200 per ANSI/TPI 1 Sect. Maryland Heights,MO 63043 For more Information see this Job's general notes page and these web sites. Renews 6/30/2021 ALPINE.www.alpMQlte.coml TOL wew.tpbrst.orgl SBCN swasbcindustry.orgo ICU eww.lccsafe.org