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3(0C(1 Slk) li2aciitr NisT 2a(9-00'412- 4#9 PROFS O,c aGINFF 'b 4' 41 1- 83294PE y Alpine,an ITW Company 8801 Folsom Blvd.,Suite 107 Sacramento,CA 95826 OREGON ALPINE Phone:(800)877-3678(916)387-011613 `i/ fi AN ITW COMPANY Fax:(916)387-1110 LY�a,so Q, sacseals@itwbcg.com �ssell Tao �� 10/15/20 19 Renewal 6/30/2020 OCT 2 3 2019 G FTIGARD Bulifror .s<<z� 1fi�44 Site Information: , Page 1: Customer: Truss Components of Oregon, Inc. Job Number: 1019028 Job Description: -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 Address: ,TIGARD,OR Job Engineering Criteria: Mr, Design Code: IRC 2015 IntelliVIEW Version: 18.02.01 through 19.02.00 JRef#: 1 W Pc71750004 Wind Standard: ASCE 7-10 Wind Speed(mph): 120 Roof Load(psf): 25.00-7.00-0.00-10.00 Building Type: Closed Floor Load(psf): None This package contains general notes pages,63 truss drawing(s)and 5 detail(s). Truss . ..«; ,, a Truss 1 288.19.1038.04747 A 2 288.19.1038.09420 Al _ 3 288.19.1038.12253 A2 4 288.19.1038.15793 A3 5 288.19.1038.26180 A4 6 288.19.1038.33220 A5 7 288.19.1038.42980 A6 8 288.19.1041.30320 A7 9 288.19.1231.55393 A8 10 288.19.1233.06303 A9 11 288.19.1235.34263 A10 12 287.19.1314.51988 B 13 287.19.1314.51615 B1 14 287.19.1314.52222 B2 15 288.19.1235.42963 B3 16 288.19.1235.47997 B4 17 288.19.1235.59817 B5 18 288.19.1236.07507 B6 19 288.19.1236.40360 B7 20 288.19.1237.14507 C 21 288.19.1237.19983 Cl _22 288.19.1237.28143 C2 23 288.19.1237.30153 C3 24 288.19.1237.32070 C4 25 288.19.1237.34147 C5 26 288.19.1237.35863 C6 27 288.19.1237.38130 D 28 288.19.1237.46433 D1 29 287.19.1314.52393 D1 30 288.19.1237.49780 D2 31 288.19.1237.52750 D3 32 288.19.1238.19753 D4 33 288.19.1238.30190 E 34 287.19.1314.52239 El 35 288.19.1239.09433 FG1 36 288.19.1239.14473 FG2 37 288.19.1239.29897 FG3 38 288.19.1239.33387 FG4 39 287.19.1314.51630 FG5 40 287.19.1314.51911 FG6 41 287.19.1314.51692 FG7 42 287.19.1314.52237 FG8 43 288.19.1240.52050 G 44 287.19.1314.51894 H 45 287.19.1314.51693 H1 46 287.19.1314.51941 H2 _ 47 287.19.1314.51972 H3 48 288.19.1240.00110 H4 49 287.19.1314.52192 K 50 287.19.1314.52176 K1 51 288.19.1241.12247 K2 52 287.19.1314.51694 X Printed 10/15/2019 4:04:42 PM ��¢ED PROpSSd' O�� aG�NFF �O 83294PE 7 Alpine,an ITW Company 8801 Folsom Blvd.,Suite 107 Sacramento,CA 95826 ALPINE Phone:(800)877-3678(916)387-0116 OREGON Fax:(916)387-1110 .2/LY 14,2o Qe nti.�wCOMPANY sacseals@itwbcg.com -sell Tan's 10/15/2019 Renewal 8/30/2020 Site Information: Page 2: Customer: Truss Components of Oregon, Inc. Job Number: 1019028 Job Description: -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 Address: ,TIGARD,OR Item Seal# Truss Item Seal# Truss 53 287.19.1314.52019 X1 54 288.19.1241.29737 X2 55 287.19.1314.52238 CG1 56 288.19.1241.38713 CG2 57 288.19.1241.44973 CG3 58 287.19.1314.52114 CJ1 59 287.19.1314.52315 CJ2 60 287.19.1314.51614 CJ3 61 287.19.1314.51691 CJ4 62 287.19.1314.52115 CJ5 63 287.19.1314.51707 BP 64 BRCLBSUB0119 65 DEFLCAMB1014 _ 66 HIPFRAME0118 67 HIPFR1800118 68 HIPFRSCAB0619 Printed 10/15/2019 4:04:42 PM General Notes Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities: The design responsibilities assumed in the preparation of these design drawings are those specified in ANSI/TPI 1, Chapter 2; and the National Design Standard for Metal Plate Connected Wood Truss Construction, by the Truss Plate Institute. The truss component designs conform to the applicable provisions of ANSI/TPI 1 and NDS,the National Design Specification for Wood Construction by AF&PA. The truss component designs are based on the specified loading and dimension information furnished by others to the Truss Design Engineer. The Truss Design Engineer has no duty to independently verify the accuracy or completeness of the information provided by others and may rely on that information without liability. The responsibility for verification of that information remains with others neither employed nor controlled by the Truss Design Engineer. The Truss Design Engineer's seal and signature on the attached drawings, or cover page listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component designs and not for the technical information furnished by others which technical information and consequences thereof remain their sole responsibility. The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in accordance with ANSI/TPI 1 Chapter 2. The Building Designer is responsible for determining that the dimensions and loads for each truss component match those required by the plans and by the actual use of the individual component, and for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any additional factors required in the particular application. Truss components using metal connector plates with integral teeth shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to exceed 19% and/or cause corrosion of connector plates and other metal fasteners. The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss component design loads, inspection of the truss components before or after installation,the design of temporary or permanent bracing and their attachment required in the roof and/or floor systems, the design of diaphragms or shear walls, the design of load transfer connections to and from diaphragms and shear walls,the design of load transfer to the foundation, the design of connections for truss components to their bearing supports,the design of the bearing supports, installation of the truss components, observation of the truss component installation process, review of truss assembly procedures, sequencing of the truss component installation, construction means and methods, site and/or worker safety in the installation of the truss components and/or its connections. This document may be a high quality facsimile of the original engineering document which is a digitally signed electronic file with third party authentication. A wet or embossed seal copy of this engineering document is available upon request. Temporary Lateral Restraint and Bracing: Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters B1, B2, B7 and/or B10(Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to and may not be relied upon for the temporary stability of the truss components during their installation. Permanent Lateral Restraint and Bracing: The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support of the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of BCSI chapters B3, B7 and/or B10, or as specified by the Building Designer or other Registered Design Professional. These drawings do not depict or specify installation/erection bracing, wind bracing, portal bracing or similar building stability bracing which are parts of the overall building design to be specified, designed and detailed by the Building Designer. Connector Plate Information: Alpine connector plates are made of ASTM A653 or ASTM A1063 galvanized steel with the following designations, gauges and grades: W=Wave, 20ga, grade 40; H=High Strength, 20ga, grade 60; S=Super Strength, 18ga, grade 60. Information on model code compliance is contained in the ICC Evaluation Service report ESR-1118, available on-line at www.icc-es.orq. Page 1 of 2 General Notes (continued) Key to Terms: Information provided on drawings reflects a summary of the pertinent information required for the truss design. Detailed information on load cases, reactions, member lengths, forces and members requiring permanent lateral support may be found in calculation sheets available upon written request. BCDL= Bottom Chord standard design Dead Load in pounds per square foot. BCLL= Bottom Chord standard design Live Load in pounds per square foot. Des Ld =total of TCLL, TCDL, BCLL and BCDL Design Load in pounds per square foot. HORZ(LL) = maximum Horizontal panel point deflection due to Live Load, in inches. HORZ(TL) =maximum Horizontal panel point long term deflection in inches, due to Total Load, including creep adjustment. HPL=additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds. L/#= user specified divisor for limiting span/deflection ratio for evaluation of actual L/defl value. L/defl = ratio of Length between bearings, in inches, divided by the immediate vertical Deflection, in inches, at the referenced panel point. Reported as 999 if greater than or equal to 999. Loc= Location, starting location of left end of bearing or panel point(joint) location of deflection. Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for of all load cases. Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for of all load cases. Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for of all load cases. NCBCLL= Non-Concurrent Bottom Chord design Live Load in pounds per square foot. PL=additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds. PLB =additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds PLT=additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds. PP = Panel Point. R= maximum downward design Reaction, in pounds, from all specified gravity load cases, at the indicated location (Loc). -R= maximum upward design Reaction, in pounds, from all specified gravity load cases, at the identified location (Loc). Rh = maximum horizontal design Reaction in either direction, in pounds, from all specified gravity load cases, at the indicated location (Loc). RL= maximum horizontal design Reaction in either direction, in pounds,from all specified non-gravity(wind or seismic) load cases, at the indicated location (Loc). Rw=maximum downward design Reaction, in pounds, from all specified non-gravity(wind or seismic) load cases, at the identified location (Loc). TCDL=Top Chord standard design Dead Load in pounds per square foot. TCLL=Top Chord standard design Live Load in pounds per square foot. U = maximum Upward design reaction, in pounds, from all specified non-gravity(wind or seismic) load cases, at the indicated location (Loc). VERT(CL) = maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in inches. VERT(LL) = maximum Vertical panel point deflection in inches due to Live Load. VERT(TL) = maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment. W=Width of non-hanger bearing, in inches. Refer to ASCE-7 for Wind and Seismic abbreviations. Uppercase Acronyms not explained above are as defined in TPI 1. References: 1. AF&PA: American Forest& Paper Association, 1111 19th Street, NW, Suite 800,Washington, DC 20036; www.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.sbcindustrv.co Page 2 of 2 SEAN:19105 MONO Ply: 1 Job Number: 1019028 Gust:R 7175 JRef:1 WPc71750004 T10 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT2 DrwNo: 288.19.1038.04747 Truss Label: A BFR / RTT 10/15/2019 6'1"2 11'10"12 14' 175"14 23'6" 24'1"12 28'11"12 35'0"12 ' 6'1"2 -I 5,9"10 2'1„41 3,8"14 59"2 I 1'5" 2 4' 6'1" 11'4 12 =5X5 6 - =5X5 1111.5X4 J =4X8 =4X8 %5X10 A B C D E F G W1' I n in iii Er W9\ra `o co co (a) rW2 _i_ .�f� `T N M L K B3 L @K CI] =3X7 ivI T =5X7 =4X5 Q =5X5 =5X5 1 2374 1 --- 12'8"12 - 5'9"10 476 I 1'7"4 59"10 6,1"2 _I 1,5,2 3'10"4 _I_ 72" 5'9"10 10' 11'714 17'4"14 23'6" 24'1 "12 2810" 36' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TOLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.122 Q 999 360 Loc R+ /R- /Rh /Rw /U /RL BOLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.206 Q 999 240 T 1723 1- /- /- /118 /- BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.033 A - - 0 2474 1- /- /- /132 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.056 A - - K 515 /- /- /2 /- /- NCBCLL:10.00 Mean Height:15.00 ft TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:6.0psf Bldg Code: IRC 2015 Max TC CSI: 0.620 T Brg Width=- Min Req=- TPI Std:2014 Max BC CSI: 0.852 0 Brg Width=5.5 Min Req=2.6 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 K Brg Width=- Min Req=- Spacing:24.0" C&C Dist a:3.60 ft Rep Fac:Varies by Ld Case Max Web CSI:0.800 Bearing 0 is a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 Chords Tens.Comp. Chords Tens. Comp. Lumber Wind A-B 152-2187 D-E 148 -2143 Top chord 2x4 HF#2 Wind loads and reactions based on MWFRS. B-C 198-2836 G-H 0 -539 Bot chord 2x6 DF-L#2 End verticals not exposed to wind pressure. C-D 148-2143 H-I 0 -454 :B3 2x4 HF#2: Webs 2x4:HF Standard+HF Stud: :W2,W14 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) :W9 2x4 DF-L#2: Chords Tens.Comp. Chords Tens. Comp. Bracing S-R 2235 -157 Q-P 2814 -198 (a)Continuous lateral restraint equally spaced on R-Q 2235 -157 P-O 2045 -143 member. Maximum Web Forces Per Ply(lbs) Special Loads Webs Tens.Comp. Webs Tens. Comp. ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) A-T 115-1524 O-N 27 -722 TC:From 33 plf at 0.00 to 33 plf at 22.00 A-S 2609 -181 N-F 37 -689 TC:From 66 plf at 22.00 to 66 plf at 36.00 BC:From '10 plf at 0.00 to 10 plf at 23.50 S-B 68 -633 F-M 556 0 BC:From 20 plf at 23.50 to 20 plf at 36.00 B-Q 732 -49 G-M 10 -418 BC: 234 lb Conc.Load at 2.00,4.00,6.00,8.00 C-P 60 -826 L-I 414 0 10.00,12.00,14.00,16.00,18.00,20.00,22.00 �'°:4 PROF�CS,s E 1297-2592 I-K 31 -429 Plating Notes ��� ��GIN 'FA �0 All plates are 3X5 except as noted. (V 83294PE Lc Loading Bottom chord checked for 10.00 psf non-concurrent live load. OREGON Purlins In lieu of structural panels use purlins to brace all flat � SLY 14,20� (To TC@24"oc. ‘98e/I Tari Renewal 6/30/2020 10/15/2019 ''*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P. O.Box 468 OR 97113 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building COR EUUS Ext Component Safety Information,by TPI an SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing Per BCSI.Unless noted o-therwise,top chord shall haveaproperly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown fortolateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each face,oftrussand position as shown above and on the Joint Details, unless noted otherwise. (2efer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the AN w COMPANY truss in conformance with ANSUT 11,or for handling,shipping,installation and bracing of trussesA seal on this drawing rt ing or cover page listing this drawing indicates acceptance of prOfessional professionalengineering 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. 8801gFolsom 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:19107 MONO Ply: 1 Job Number: 1019028 Gust:R7175 JRef:1WPc71750004 T7 FROM:IKE Oty: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 288.19.1038.09420 Truss Label: Al BFR / RTT 10/15/2019 6'1"2 ( 11'10"12 14' 17'8"6 , 23'6" , 26'11"12, 30'11"12 , 33'0"12 36' I 6'1"2 5'9"10 2'1"4 3'8"6 5'9"10 3'512 4' 71" I 211"4 12 6 =5X5 -5X5 —r =4X5 5,5X10 J A B C DE F G ,tii• T I cq N N 0 U. _ m - 0 iv (a) cn W2 W4 W6 W8 uN a O N M L K I- --3X7 N t - w - - I I U T S R Q P =4X5 1113X7 1 253"4 4 1 178"12 A 5710 476 1'7" 5'9"10 6'1"2 3'512 3'8"8 2'6"4 2'9"8 59"10 10' 11'7 4 17'4"14 23'6" 26'11"121- 30'8"4 33'2"8- H 36' 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): 0.053 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.090 C 999 240 U 975 /- /- /401 /2 /28 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.018 P - - P 1712 /- 1- /658 /1 /- 42.00 EXP.B Kzt:NA Des Ld: HORZ(TL):0.030 P - - K 567 /- /- /221 /- /- Des d. :10.00 Mean Height:15.25 ftNCTCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.590 U BrgWidth=- Min Req=- P Brg Width=5.5 Min Req=2.8 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.436 K Brg Width=- Min Req=- Spacing:24.0" C&C Dist a:3.60 ft Rep Fac:Yes Max Web CSI:0.475 Bearing P is a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 132 -913 D-E 107 -889 Top chord 2x4 HF#2 B-C 164-1169 F-G 103 -447 Bot chord 2x4 HF#2 C-D 107 -889 G-H 138 -465 Webs 2x4:HF Standard+HF Stud: :W2,W4,W6,W8 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on T-S 951 -166 Q-P 869 -131 member. S-R 951 -166 N-M 446 -127 Plating Notes R-Q 1174 -192 All plates are 3X5 except as noted. Maximum Web Forces Per Ply(lbs) Loading Webs Tens.Comp. Webs Tens. Comp. Bottom chord checked for 10.00 psf non-concurrent A-U 161 -929 P-O 195 -836 live load. A-T 1193 -172 O-F 205 -798 Truss designed for unbalanced snow loads. T-B 159 -639 F-N 610 -174 C-Q 81 -418 L-J 383 -97 Purlins �, O PRO/CFS Q-E 428 6 J-K 176 -542 In lieu of structural panels use purlins to brace all flat M.0 E-P 198-1252 TC@24"oc. c�5 �GINFF p 4/ 83294PE '9 Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. OREGON c `ZLY 14,2dda eo 4SSell Taro Renewal 6/30/2020 10/15/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafetypractices prior to performing these functions. Installers shall Provide temporary (503)357-2118 Ext bracing Per BCS,.,Unless noted olherwise,top chord shall hve properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,67 or B10, as applicable. Apply plates to each face,of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.,shall not be responsible for any deviation from this drawing any failure to build the ANI,COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the desi n shown. The suitability 8801 Folsom Blvd.,Suite 10i and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/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:19103 SPEC Ply: 1 Job Number: 1019028 Cust:R 7175 JRef:1WPc71750004 T36 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 288.19.1038.12253 Truss Label: A2 BFR / RTT 10/15/2019 6'1"2 1110"12 14' 1776 23'6" _ 28'11"12 32'0"4 36' H 8,1„2 'I 5,9„10 -I 2'1„4I 3,8„6 I 5910 55„12 I 3'0"8 I 3'1112 12 6 =5X5 H T AAX5 .3X5 =3C5 .3X5 .3X5 .3X5 GBS _.,,�I M (a) (a) N `0 W2 W4 W6 W8 M SEQN:19109 MONO Ply: 1 Job Number: 1019028 Cust:R 7175 JRef:1WPc71750004 T38 FROM:IKE OW: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 288.19.1038.15793 Truss Label: A3 BFR / RTT 10/15/2019 6'1"2 _ 11'10"12 16' _I 17'8"623'4"4 29'7°4 36' F6'1"2 5'9"10 4'1"4 1'8"6 5'7"14 6'3" 6'4"12 =3X5 =3X5 =3X5 =3X5 =3X5 1111.5X4 =3X5 =3X5 A B C D E F G H 1,1 se m .es esI} se (a)nW2 W4 W6 \\ 7Z — I1 - wil K J I =3X5 1111.5X4 iv L - ,,, - - 1 1 Q P 0 N M l''L 1113X5 =3X5 =3X5=3X5 =3X5 1114X5 1113X5 k 23'3"4 * 12'8"12 i 59"10 476 , 1'7'4 5910 6'1"2 5412 614 5'9'10 10' 11'714 174"14 23'6" 29'10"12 36' 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): 0.038 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.064 C 999 240 Q 965 /- /- /397 /4 /- BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.013 L - - L 1556 /- /- /634 /10 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.022 L - - I 518 /- /- /213 /1 /- NCBCLL:10.00 Mean Height:16.18 ft Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS TCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.628 Q Brg Width=- Min Req=- Soffit: 2.00 BCDL:6.0 psf L Brg Width=5.5 Min Req=2.6 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.457 I Brg Width=- Min Req Spacing:24.0" C&C Dist a:3.60 ft Rep Fac:Yes Max Web CSI:0.900 Bearing L is a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 99 -643 D-E 90 -622 Top chord 2x4 HF#2 B-C 127 -828 G-H 53 -389 Bot chord 2x4 HF#2 C-D 90 -622 Webs 2x4:HF Standard+HF Stud: :W2,W4,W6,W8,W10,W12 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on P-O 669 -106 M-L 605 -90 member. 0-N 669 -106 K-J 400 -60 Loading N-M 831 -129 Bottom chord checked for 10.00 psf non-concurrent live load. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Wind A-Q 167 -919 L-K 146 -739 Wind loads based on MWFRS with additional C&C A-P 997 -153 K-G 79 -518 member design. P-B 165 -632 J-H 498 -68 End verticals not exposed to wind pressure. M-E 420 -1 H-I 95 -472 eO PROF E-L 154 -999 Additional Notes 4' �StS Truss must be installed as shown with top chord up. O., �,G t N E,. v0 aii 83294PE 7 it .00r OREGON "3 `V 00 C LY 14,zo 4. Q! Ssell Ta" Renewal 6/30/2020 10/15/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,ship Ing,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI an SBCA)fr safe 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. AppTy plates to each face,of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITV)/Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN mCOMPANY 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 orooessionar engineering responsibility solely for the design shown. The suitability use of this aFawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 88011 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:19111 HIPS Ply: 1 Job Number: 1019028 Cast:R 7175 JRef:1 WPc71750004 T48 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 288.19.1038.26180 Truss Label: A4 BFR / RTT 10/15/2019 1'11"4 9'1"8 16'3"12 17'1 "4 23'4"4 26'0"1 31'0"6 36' I 111" T2"4 7'2"4 I T7" 5'5" -I 78"8 4.11"10 4'1x'10 12 6 1115XX7 =-3X5 =30X5=3X5 I111.5FX4 =5X5 1133X5 '' ... .. w w IS 3X5 W1. H _ \ (a) .(a) (a) W11 W1 1,54 ac W1 I TT W13 ' W14 1d73 • o L^ L K B3 J 3X5 1113X5 iv ;i II - III - 7 1 — — R Q P 0 N k 1113X5 1114X5 =3X5 3X5 1114X5 =3X5 1113X5 I- 23'3"4 1 12'1712 1 I 17"12 7'2"4 12" 6'0"4 7'5"12 210"4 9'7"12 1'7"2 8'10" 10' 16'0"4 23'6" 26'4"4 36' 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): 0.047 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BOLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.080 C 999 240 R 1116 I- /- /400 /17 /66 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.014 M - - M 1748 /- /- /648 /- /- EXP:B Kzt:NA TL Des Ld: 42.00 HORZ(TL):):0.024 M - - J 679 /- /- /277 /3 /- NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS TCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.787 R Brg Width=- Min Req=- Soffit: 2.00 BCDL:6.0 psfM Brg Width=5.5 Min Req=2.9 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.532 J Brg Width=- Min Req=- Spacing:24.0" C&C Dist a:3.60 ft Rep Fac:Yes Max Web CSI:0.977 Bearing M is a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 Chords Tens.Comp. Chords Tens. Comp. Lumber B-C 211 -870 G-H 184 -410 Top chord 2x4 HF#2 C-D 237 -758 Bot chord 2x4 HF#2 :B3 2x4 DF-L#1&Bet.: Webs 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) :W1,W10,W11,W12,W13,W14 2x4 HF Standard+HF Stud: Chords Tens.Comp. Chords Tens. Comp. Bracing P-0 886 -24 N-M 747 -47 0-N 886 -24 K-J 600 -162 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(lbs) Loading Webs Tens.Comp. Webs Tens. Comp. Bottom chord checked for 10.00 psf non-concurrent A-R 224-1132 M-L 184 -811 live load. A-Q 1137 -189 F-L 117 -555 Truss designed for unbalanced snow loads. Q-B 233 -991 L-G 80 -593 B-P 872 -168 G-K 426 -40 Purlins P-C 184 -513 K-H 197 -415 In lieu of structural panels use purlins to brace all flat E�PROF D-M 93-1165 H-J 202 -665 TC@24"oc. 4-� SSS Wind 0.� �_A G%N FF,Q /02 Wind loads based on MWFRS with additional C&C 83294PE y member design. Left end vertical not exposed to wind pressure. OREGON 13 SLY 14,2p0� 4. 0 SSeII Ta04 Renewal 6/30/2020 10/15/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNEUUS 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 oiherwise,top chord shall have 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 BB10, as applicable. Applplates to each face,of truss and position as shown above and on the JointDetails, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the AN my 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 roTesslonar engineer!ng responsibility solely for the design shown. The suitability and use of this awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 101 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:19120 HIPS Ply: 1 Job Number: 1019028 Gust:R7175 JRef:1WPc71750004 T44 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 288.19.1038.33220 Truss Label: A5 BFR / RTT 10/15/2019 311"4 10'5"8 16114 116'11"12 24'0"12 29'10"10 36' 3'11"4 6'6"4 5'5"12 1'0 8 7'1" 5'9"14 6'1"6 12 =3X5 III 1.5X4 _ 6 V _—565 _—3X5 D 3X F15X7 m11 r3AX r 3X5 W10 H 9(a) t(a) (a) (a) a M a 3X5 7i.! IO W12 W13 W7 W14 T " L K J SEQN:19125 HIPS Ply: 1 Job Number: 1019028 Cust:R7175 JRef:1WPc71750004 T4 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 288.19.1038.42980 Truss Label: A6 BFR / RTT 10/15/2019 4'4"8 , 11' ,11'9"13 17'11"4 22'3"6I 26'2"4 3026 34'0"121 41'6" 48' 4'4"8 6'7"8 9113 6'1"7 4'4"2 3'10"14 41 '0'2 3'10"6 7'5"4 66" .5X7 1114X5 1111.5X4 =6X6 F G H I ■ - L 12 6 - CD J (a) (a) T4 9, r(a) (a) � ' b \\\6X6 (a) ,-----5X17(K 'jc_\�\ —F W _1 A W1 •, 0 wig P =3X110 N =5X5 1113X7 ± W V"I U T S R Q 1113X7 1115X5 =5X5 =4X12 =6X10 1112X4 r 4712 1 43'9"4 1 41" 6718 , 17"8 6712 4'5"14 , 4'2"6 , 7'10"82'1°$ 55"8 6'2"8 4'1" 10'8"8 121 17'7"12 221"10 264" 34'2"8 36'41 41'9"8 48' 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): 0.213 G 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.375 G 999 240 W - /-686 1- /12 /311 /133 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.079 L - - V 2984 /- /- /1375 /- /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.135 L - - L 1887 /- /- /818 /- /- Mean Height:15.00 ft NCBCLL:10.00 TCDL:42 psf Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS W BrgWidth=5.5 Min Req=1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.922 V Brg Width=5.5 Min Req=4.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.835 L Brg Width=- Min Req=- Spacing:24.0" C&C Dist a:4.80 ft Rep Fac:Yes Max Web CSI:0.971 Bearings W&V are a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver.18.02.01A.0205.19 Chords Tens.Comp. Chords Tens. Comp. Lumber Additional Notes A-B 1199 -276 F-G 634 -2612 Top chord 2x4 HF#2 Negative reaction(s)of-686#MAX.from a non-wind B-C 352-1591 G-H 634 -2617 :T4 2x4 DF-L#2: load case requires uplift connection.See Maximum C-D 477-1871 H-I 608 -2153 Bot chord 2x4 HF#2 Reactions. D-E 505-1845 I-J 595 -2528 Webs 2x4 HF#2 WARNING:Fumish a copy of this DWG to the E-F 545-1929 J-K 594 -2856 :W1,W2,W3,W5,W17,W19 2x4 HF Standard+HF Stud: installation contractor.Special care must be taken :W4,W18 2x4 DF-L#2: during handling,shipping and installation of trusses. :W11 2x4 DF-L Standard+DF-L Stud: See"WARNING"note below. Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing (a)Continuous lateral restraint equally spaced on V-U 160 -829 P-O 2486 -356 member. U-T 1355 -261 O-N 2494 -482 T-S 1355 -261 N-M 2494 -482 Plating Notes S-R 1589 -256 All plates are 3X5 except as noted. Maximum Web Forces Per Ply(lbs) Loading Webs Tens.Comp. Webs Tens. Comp. Bottom chord checked for 10.00 psf non-concurrent A-W 705 -155 R-P 2198 -310 live load. ��()PROp . A-V 275-1032 F-P 1463 -230 Truss designed for unbalanced snow loads. 4' SS V-B 610-2618 H-O 124 -761 Purlins ��5 �.xGINE. ?02 B-U 2337 -460 I-O 800 -137 ((/ 83294PE U-C 260 -909 O-J 190 -529 In lieu of structural panels use purlins to brace all flat '17 c-S 610 -5 M-K 2451 -473 TC@24"oc. LC ••„,---r E-R 865 -129 K-L 440 -1832 Wind R-F 278-1748 Wind loads based on MWFRS with additional C&C OREGON member design. .et rSLY 14,20� Q/ 4SSell Ta014 Renewal 6/30/2020 10/15/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNEOUS OR 97113 Component Safety Information,by TPI an SBCA)fel- practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling. Locations shown for'permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. AppPlplateseto each face.of truss 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 AN RC0.NRWV truclawing ss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this wW ing or cover page listing this drawing,indicates acceptance of prooessional engineering responsibility solely for the design shown. The suitability and use of this awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10: For more information see this job's general notes page and these web sites:ALPINE:www.alpinefiv.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:19138 HIPS Ply: 1 Job Number: 1019028 Cust:R 7175 JRef 1 WPc71750004 T20 FROM:IKE Oty: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 288.19.1041.30320 Truss Label: A7 BFR / RTT 10/15/2019 64"8 19'8"1 4'1' 3'8'•13 2'3'9 13' 15'9"5 21'1"4 28'2"4 34'0'12 38'195 43'6" 50' I 2'3" 678 2'9"1 2'4" 6'3" 5'10'8 I 79"9' 6'710 6'6" I 5X7 1111.5X4 =5X7 H I Ili 1111.5X4J12V-6D (e) Kmh �BXB . 5�LC'�/`/ W19T=�'S A,I I`= = IO =4X8 40X8 SEQN:19136 HIPS Ply: 1 Job Number: 1019028 Cust:R7175 JRef:1WPc71750004 T55 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 288.19.1231155393 Truss Label: A8 1.�.� BFR I RTT 10/15/2019 I 64'1"8 I 1'8"132 310"80 ' 1'5"10 2'3"§ 13' 17'9"15 I I 23'11"4I 28241 3688 43.6" I 50' 67"8 4'9'15 4'4"8 4'3" 4'7"13 5'3"12 87 --5X7 111.5X4 .5.>.(7 H 0EB�:.. !AJ$3K 8 12 � D (a) (al v6C 5X7 72 41 _ • ilil W20;II; M Awl r lltilL -4X8 .5X5 1113X7 Z Y X W V U 7 3X5(A1) 1115X5 .3X10 .4X12 =6X8 .4X8 1112X4 I-2' -4712 C 4374 1 I 21„;2 4'6.4 I 4'6.8 I 4'24 I 47.13 I 5.5..8 8.2"8 I 2'1'12 12'7" 14I 1 23 9 8 28'4" 32 4 4 37'0 1 439"8 50' 311 4 1 5'3"4 F.1315 6'1" 19'3"4 384" Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.211 R 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.341 R 999 240 Z - /-533 /- /30 /204 /178 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.081 N - - Y 3191 1- /- /1373 /- /- EXP:B Kzt:NA HORZ(TL):0.131 N - - N 2021 /- /- /830 /- /- Des Ld: 42.00 Mean Height:15.33 ft ( ) NCBCLL:10.00Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS TCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0858 Z Brg Width=5.5 Min Req=1.5 Soffit: 2.00 BCDL:6.0 psf Y Brg Width=5.5 Min Req=4.9 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.684 N Brg Width=5.5 Min Req=3.3 Spacing:24.0" C&C Dist a:5.00 ft Rep Fac:Yes Max Web CSI:0.945 Bearings Z,Y,&N are a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 Chords Tens.Comp. Chords Tens. Comp. Lumber Additional Notes B-C 1271 -277 H-I 601 -2117 Top chord'2x4 HF#2 Negative reaction(s)of-533#MAX.from a non-wind C-D 342-1741 I-J 616 -2453 Bot chord 2x4 HF#2 load case requires uplift connection.See Maximum D-E 496-2167 J-K 631 -2702 Webs 2x4 HF#2 Reactions. E-F 503-1951 K-L 626 -2939 :W1,W2,W3,W5,W11,W18,W20 2x4 HF Standard+HF NTNG:Furnish a copy of this DWG to the F-G 564-1978 L-M 627 -3132 :W4,W19 2x4 DF-L#2: installation contractor.Special care must be taken G-H 600-2115 Bracing during handling,shipping and installation of trusses. See"WARNING"note below. (a)Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply(lbs) member. Chords Tens.Comp. Chords Tens. Comp. Plating Notes Y-X 181 -879 S-R 2075 -259 All plates are 3X5 except as noted. X-W 1523 -247 R-Q 2486 -377 W-V 1523 -247 Q-P 2760 -483 Loading V-U 1812 -278 P-0 2760 -483 Bottom chord checked for 10.00 psf non-concurrent live load. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Truss designed for unbalanced snow loads. Purlins �4 O PROp4 Z-B 570 -136 U-S 1854 -240 In lieu of structural panels use purlins to brace all flat \�� G l N S Y-C 279 -79639 H-S 1102 -495 TC @ 24"oc. ,,VO 83294 E�41 'O- C-X 2644 -448 IIS-R 691 -155 Cr X-D 253-1050 R-J 228 -785 Wind •••„...-• D-V 408 -43 O-M 2727 -447 Wind loads based on MWFRS with additional C&C U-G 26 -558 M-N 462 -1966 member design. Left cantilever is exposed to wind OREGON r `SLY 14,zdo� ,(QJ 4 *se 11 Tangy Renewal 6/30/2020 10/15/2019 "WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNEOUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplatestto 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 AN ITW COMPANYtruss 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 proTesslonar 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.alpineilw.com;TPI:www.tpinsl.org:SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:19134 HIPS Ply: 1 Job Number: 1019028 Cyst R7175 JRef:1WPc71750004 T57 FROM:IKE Qty: 2 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 288.19.1233.06303 Truss Label: A9 BFR / RTT 10/15/2019 6'4"81199'512 30' '12 41" 1., 671"12 2'S"1 1'16..8 13' ' 17'1"111 25'11"4 I 28' 2'4 I 36'21 ,36'6'9 43W 49'8"8 I 52'� r p'3 "§ 6T'8 4'1"11 64'8 73"1 6'1"5 6+8 6'96 62"8 2'3" -6X6 1111.5X4 5X7 G H I W10 '$4X8 F JK 04X8 - 12 E (a) 26 p M p fa) L M (a) 06X8 W5 .(a) (a) 34X8 C M W20 sr- W1 B _N W4 ae A'ry' W2 W3 __ ._ /a S R 4XX8 =5X5 =3X5(A1) .L AA r Z Y X W V U 3X5(A1) 1114X8 =3X104X8 —4X12 1118XX8 F-2'-1—42'12 1 43'9"4 r 2' 21'12 s•6' Ir�•• I ss•a 1 266 6713 1315 6912 2112 2'1"12 127" 14 25'59 283' 379138'4" 49'13'4 52'I 1 311 4 I 5'3 4 z o"p 5 56 I 61" 1 197'4 30'3"4 43'5'8 Loading Criteria(est) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.235 S 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.374 S 999 240 AA- /-566 /- /21 /212 /201 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.106 0 - - Z 3298 /- /- /1383 /- /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.168 0 - - 0 2266 /- /- /950 /- /- Mean Height:15.83 ft Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 Soffit: 2.00 Bldg Code: IRC 2015 Max TC CSI: 0.852 AA Brg Width=5.5 Min Req=1.5 BCDL:6.0 psf TPI Std:2014 Max BC CSI: 0.717 Z Brg Width=5.5 Min Req=5.1 Load Duration:1.15 MWFRS Parallel Dist:0 to h/20 Brg Width=5.5 Min Req=3.4 Spacing:24.0" C&C Dist a:5.20 ft Rep Fac:Yes Max Web CSI:0.973 Bearings AA,Z,&0 are a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 Chords Tens.Comp. Chords Tens. Comp. Lumber Additional Notes B-C 1318 -242 H-I 575 -2103 Top chord 2x4 HF#2 Negative reaction(s)of-566#MAX.from a non-wind C-D 363-1803 I-J 596 -2490 Bot chord 2x4 HF#2 load case requires uplift connection.See Maximum D-E 499-2320 J-K 569 -2516 Webs 2x4 HF#2 Reactions. E-F 509-2136 K-L 614 -3104 :W1,W2,W3,W5,W18,W20 2x4 HF Standard+HF Stud: WARNING:Furnish a copy of this DWG to the F-G 556-2107 L-M 577 -3141 :W4,W10,W11,W19 2x4 DF-L#2: installation contractor.Special care must be taken G-H 575-2103 Bracing during handling,shipping and installation of trusses. See"WARNING"note below. (a)Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply(lbs) member. Chords Tens.Comp. Chords Tens. Comp. Plating Notes Z-Y 191 -915 T-S 2109 -195 All plates are 3X5 except as noted. Y-X 1581 -218 S-R 2655 -347 X-W 1581 -218 R-Q 2766 -411 Loading W-V 1961 -248 Q-P 2766 -411 Bottom chord checked for 10.00 psf non-concurrent live load. Maximum Web Forces Per Ply(lbs) Truss designed for unbalanced snow loads. Webs Tens.Comp. Webs Tens. Comp. �� p PROp AA-B 602 -113 V-T 2373 -217 Purlins S, B-Z 248 -980 G-T 1651 -191 In lieu of structural panels use purlins to brace all flat >LC9 l4,aG 9NPE�41 % Z-C Z-C 2586 2819 I K 236 -822 TC 24"oc. Lc �' Y-D 238-1100 L-P 140 -378 Wind D-W 536 -41 P-M 2616 -370 Wind loads based on MWFRS with additional C&C F-V 163 -386 M-0 546 -2143 member design. V-G 62-1158 Left and right cantilevers are exposed to wind .!� OREGON r(, `VLy 14,2pO' Qe *Sell Tar4� Renewal 6/30/2020 10/15/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS PORN ox 4680R 97113 Trusses require extreme care in fabricating,handling,shilling,installing and bracing. Refer to and follow the latest edition of BCSI(Building COR ELIUS Ext Component Safety Information,by TPI an SBCA)fsafpractices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted olherwise,top chord shall hve properly attached structural sheathin and bottom chord stall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildina Components Group Inc.,shall not be responsible for any deviation from this drawing,anv failure to build the o 11W 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 roTessional engineerin responsibility solely for the design shown. The suitability 8801 Folsom Suite 10; and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Sac1amento,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:19145 HIPS Ply: 1 Job Number: 1019028 Gust R7175 JRef:1WPc71750004 T42 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 288.19.1235.34263 Truss Label: Ala BFR / RTT 10/15/2019 17'8"12 1 30'0"12 1_38'2"1 1'913 3'10"81 1`1'5 8 l 4'4'8 I 11' 1 15'9"151 1 21'11"41 262"4 3489 41'8" 47'8"8 50'I 4'4"8 67 8 4'9"15 4'416 4'3" 47 l3 5'3"14 6'7'8 2'3"8 =5X7 91.5X4 5X7- H G T a 940X8 E "4'8 2 W10 J 6 f7 00000 C (a) (a) K a) w.8X6 '(a) 84X8 W20 A 8 W11....,..J. - /- ! -M __"�` � S R C P 0 N I Wi =4P8 =5X5 3X5(A1)1 Z Y X W V U T 1113X7 III5X5 =3X10 =4X12 =6X8 =3X7 1112X4 -4'7'12 A 43'74 1 2'-I 1 4'1" 6'6" 1 4'6"4 4'6"6 4'0"4 4T'13 5'S"6 6'0"12 2'112 4'1" 10'7" 1 21'9"8 26'4" 30'4"4 35'0"1 41'9"8 47'10"4 50' I ss'44 364"I 1315 17'3" 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): 0.202 R 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.326 R 999 240 Z - /-641 /- /11 /288 /173 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.081 N - - Y 3126 /- 1- /1357 /- /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.131 N - - N 2194 /- /- /949 /- /- Mean Height:15.83 ft Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.2 psf Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.894 Z 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: 0.660 Y Brg Width=5.5 Min Req=4.8 RepFac:Yes Max Web CSI:0.944 N Brg Width=5.5 Min Req=3.2 Spacing:24.0" C&C Dist a:5.00 ft Bearings Z,Y,&N are a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver.18.02.01A.0205.19 Chords Tens.Comp. Chords Tens. Comp. Lumber Additional Notes A-B 1176 -240 G-H 584 -2106 Top chord 2x4 HF#2 Negative reaction(s)of-641#MAX.from a non-wind B-C 363-1769 H-I 612 -2434 Bot chord 2x4 HF#2 load case requires uplift connection.See Maximum C-D 495-2172 I-J 607 -2664 Webs 2x4 HF#2 Reactions. D-E 502-1957 J-K 601 -2901 :W1,W2,W3,W5,W11,W18,W20 2x4 HF Standard+HF Stu&virtimNING:Furnish a copy of this DWG to the E-F 559-1975 K-L 563 -3027 :W4,W10,W19 2x4 DF-L#2: installation contractor.Special care must be taken F-G 584-2105 Bracing during handling,shipping and installation of trusses. See"WARNING"note below. (a)Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply(lbs) member. Chords Tens.Comp. Chords Tens. Comp. Plating Notes Y-X 160 -791 S-R 2058 -228 All plates are 3X5 except as noted. X-W 1546 -222 R-Q 2455 -345 W-V 1546 -222 0-P 2663 -417 Loading V-U 1817 -245 P-O 2663 -417 Bottom chord checked for 10.00 psf non-concurrent live load. Maximum Web Forces Per Ply(lbs) Truss designed for unbalanced snow loads. Webs Tens.Comp. Webs Tens. Comp. Ep PROF A-Z 659 -134 U-S 1852 -199 Purlins ,c0k FSS A-Y 252-1020 F-S 1084 -180 In lieu of structural panels use purlins to brace all flat � (<,T.83294 G 1 N F � . 0 Y-B 623-2748 G-S 91 -492 TC @ 24"oc. + 668 -155 L� 83294PEF�7 X -C 2238-1018 R-I573 -417 H-R 226 -760 Wind Lc / C-V 384 -30 O-L 2525 -361 Wind loads based on MWFRS with additional C&C E-U 161 -379 L-N 531 -2073 member design. U-F 7 -547 Right cantilever is exposed to wind OREGON ` 1LY 14,20 e 4 °s a ll Ta'ac Renewal 6/30/2020 10/15/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)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 shooting 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 ANIrWCOM6INY 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 responsibilitysolely for the design shown. The suitability 8801 Folsom Blvd.,Suite 101 and use of this awing for any structure is te responsibility of the Building Desiger per ANSI/TPI 1 Sc.2.e880Sac1amento,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:13271/ HIPM Ply: 1 Job Number: 1019028 cost:R7175 JRef:1WPc71750004 T46 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 287.19.1314.51988 Truss Label: B / RTT 10/14/2019 6" 7'5"3 12' 1472 2171 2871230'6"II 6'� 6'11"3 4'6"13 2'5"2 I 6'11"15 7'1"11 I 1'11"4 12 6 AX12 =4XX5 =3X5 1111.5DX4 =3X5T2= 4XF12 1115X7 T3 T 0 G T W W. W1. N a r W2 W4 (o id o L 1 II 11 N 't M L K J I H 1113X7 =6X8 =4X12 H0508 =4X12 1114X8 1113X7 i .... 30,6" 1 7'1"3 7715 2'0"14 571 6'11"31'7"1 7'1"3 14'5"2 16'6" 21'11"1 I_ 28'10"4 I 307 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TOLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pt 21.2 Ce:1.1 VERT(LL): 0.279 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.470 D 779 240 N 2368 /- /- /- /155 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.059 A - - H 2383 /- /- /- /160 /- Des Ld: 42.00 EXP.B Kzt.NA HORZ(TL):0.100 A - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 N Brg Width=5.5 Min Req=2.5 H BrgWidth=- Min Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.746 Req= Bearing N is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.706 Spacing:24.0" C&C Dist a:3.05 ft Rep Fac:Varies by Ld Case Max Web CSI:0.871 Members not listed have forces less than 375# 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,HS VIEW Ver:18.02.01A.0205.19 A-B 253-3666 D-E 347 -4977 Lumber Deflection B-C 347-4977 E-F 288 -4139 C-D 347-4977 F-G 85 -1276 Top chord 2x4 DF-L 2400f-2.0E:T2 2x4 DF-L Max JT VERT DEFL:LL:0.28"DL:0.19".See detail #1&Bet.: DEFLCAMB1014 for camber recommendations. Maximum Bot Chord Forces Per Ply(lbs) :T3 2x4 HF#2: Provide for adequate drainage of roof. Bot chord 2x6 DF-L SS Chords Tens.Comp. Chords Tens. Comp. Webs 2x4:HF Standard+HF Stud::W2,W4,W6,W8, M-L 3739 -260 K-J 4191 -294 W102x4HF#2: L-K 4191 -294 J-I 1241 -86 Special Loads -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Maximum Web Forces Per Ply(lbs) TC:From 66 plf at 0.00 to 66 plf at 2.50 Webs Tens.Comp. Webs Tens. Comp. TC:From 33 plf at 2.50 to 33 Of at 28.56 TC:From 66 plf at 28.56 to 66 Of at 30.50 A-N 165-2128 E-J 77 -704 BC:From 20 plf at 0.00 to 20 plf at 2.50 A-M 4141 -285 J-F 3328 -232 BC:From 10 plf at 2.50 to 10 pif at 30.50 M-B 100 -963 F-I 109 -1289 BC: 234 lb Conc.Load at 2.50,4.50,6.50,8.50 B-L 1412 -98 I-G 2343 -159 10.50,12.50,14.50,16.50,18.50,20.50,22.50,24.50 D-L 38 -380 G-H 175 -2612 26.50,28.50 L-E 896 -61 Loading ��.Eo PROFESS Bottom chord checked for 10.00 psf non-concurrent Cp G f N F /O live load. (V.` g3294PE�� Purlins CC o.....-'. In lieu of structural panels use purlins to brace all flat TC @ 24"oc. Wind OREGON Wind loads and reactions based on MWFRS. /3 ` 'I- 14 2o#4 0 End verticals not exposed to wind pressure. 4*sell Tar 4 t Renewal 6/30/2020 10/15/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNEUUS 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 BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63,B7 or B10, as applicable. AppTy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN RW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listingthis drawing,indicates acceptance of roTesslonar engineeringresponsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 10i and use of this awing for any structure is thepresponsibility of 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 SEQN:13268/ HIPM Ply: 1 Job Number: 1019028 Cust:R R7175JRef:1WPc71750004 T40 / FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 287.19.1314.51615 Truss Label: B1 / RTT 10/14/2019 611"3 12' 13'5"2 1911"1 26'612 30'6" 6,11"3 5,0"13 1'5'2 6,5"15 6'7"11 I 3'11"4 12 =5X5 =3X5 =3X5 1111.5X4 =3X5 =5X5 6 A B C D E F m w O o 113X5 WV N i iN in W2 W4 co rn En 1113 5 =5X5 =3X7 =3X5 =4X5= 4X5 1113X5 r 30'6" A 6'7"11 6'9"7 31T1431r9 6'7"11 3'712 6'7"11 13,5'2 16,6" I 20'2"9 26'10"4 30,6„ 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 L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.131 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BOLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.225 D 999 240 N 1306 /- /- /531 /4 /32 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.040 A - - H 1306 /- /- /558 /- /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.069 A - - Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL:10.00 TCDL:4.2psf Code/Misc Criteria Creep Factor:2.0 N Brg Width=5.5 Min Req=2.2 Bldg Code: IRC 2015 Max TC CSI: 0.917 H Brg Width=- Min Req=- Soffit: 2.00 BCDL:6.0 psfBearing N is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.578 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.05 ft Rep Fac:Yes Max Web CSI:0.641 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 A-B 248-1455 D-E 368 -2062 Lumber B-C 368-2062 E-F 362 -1878 C-D 368-2062 F-G 210 -1048 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4:HF Standard+HF Stud::W2,W4,W6,W8 Maximum Bot Chord Forces Per Ply(lbs) 2x4 HF#2: Chords Tens.Comp. Chords Tens. Comp. Loading M-L 1510 -170 K-J 1911 -278 L-K 1911 -278 J-I 945 -155 Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced snow loads. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Purlins A-N 239-1253 E-J 142 -588 In lieu of structural panels use purlins to brace all flat A-M 1806 -307 J-F 1180 -148 TC@24"oc. M-B 238 -921 F-I 161 -640 B-L 691 -132 I-G 1176 -185 Wind D-L 126 -399 G-H 262 -1284 Wind loads based on MWFRS with additional C&C member design. ! �p PROF End verticals not exposed to wind pressure. �. ' CCS+ S% C9 ....‘GINE- p 83294PE 417 yr OREGON �t_y 14,20� 4SSe11 Ta" Renewal 6/30/2020 10/15/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI anal 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 bracing9 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 drawing any failure to build the ANRWcouwm 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 professionar 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 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 SEAN:13266/ HIPM Ply: 1 Job Number: 1019028 Cust:R R7175JRef:1 WPc71750004 T41 / FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 287.19.1314.52222 Truss Label: B2 / RTT 10/14/2019 6'5"3 ( 12' (12'5"2 18'5"1 ( 24'6"12 ( 30'6" 6'5"3 5'6"13 512 5'11"15 6'1"11 5'11"4 =3X5 12 55X5 =3XX5 III11..5DX4 =3X5 =5X5 6 • NI IIID. m ' W W° '4X5 G N (a) O T i., z. W2 W4 O M K in • _ III - am 1— Nm M L K J I H 1113X5 =5X5 =3X7 =3X5 =3X5 =4X5 1113X5 A 306" A 61"11 6'3"7 4'0"14 27"9 6'1"11 5712 II I 12'5"2 ( 16'6" ( 18'8"9( 24'10"4 306" 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): 0.098 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.168 D 999 240 N 1306 /- /- /534 /7 /48 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.033 A - - H 1306 /- /- /572 /- /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.056 A - - Wind reactions based on MWFRS Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 N Brg Width=5.5 Min Req=2.2 NCBCLL:10.00 TCDL:4.2 psf H Brg Width=- Min Req=- Softd: 2.00 BCDL:6.0sf Bldg Code: IRC 2015 Max TC CSI: 0.683 P Bearing N is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.481 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.05 ft Rep Fac:Yes Max Web CSI:0.911 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 205-1135 D-E 320 -1672 Lumber B-C 320-1672 E-F 344 -1641 C-D 320-1672 F-G 253 -1266 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 2x4 HF#2: Chords Tens.Comp. Chords Tens. Comp. Bracing M-L 1182 -93 K-J 1661 -224 L-K 1661 -224 J-I 1093 -174 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(lbs) Loading Webs Tens.Comp. Webs Tens. Comp. Bottom chord checked for 10.00 psf non-concurrent A-N 249-1257 J-F 779 -76 live load. A-M 1572 -283 F-I 134 -441 Truss designed for unbalanced snow loads. M-B 247 -949 I-G 1199 -182 B-L 687 -144 G-H 268 -1259 Purlins E-J 99 -432 In lieu of structural panels use purlins to brace all flat TC @ 24"oc. op PROpS Wind 'c.. .. 12.A.$ Wind loads based on MWFRS with additional C&C , ' 1,GIN . 'Q member design. C7 4GG ' la y Lii End verticals not exposed to wind pressure. 83294PE y OREGON 1)4 SLY 14,20� t ese/1 Tan's Renewal 8/30/2020 10/15/2019 **WARNING*" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafetypractices 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 snail have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing ins-tailed per BCSI sections B3,B7 or B10, as ap livable. Appl plates 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 drawin any failure to build the W COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawM1 n ing or cover page listing this drawing,indicates acceptance of pro-fessionar engineeringresponsibility solely for the design shown. The suitability and use of this awing for any structure is the responsibility of the Buildingesigrner 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:19155 HIPM Ply: 1 Job Number: 1019028 Cust:R7175 JRef:1WPc71750004 739 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 288.19.1235.42963 Truss Label: B3 BFR / RTT 10/15/2019 5'11"3 11'5"21 ' 16'11"1 22'612 26'6.6 30'6" 5'11"3 5'5"15 6' 4 4'11"1 5'791 3'11"10 3'11"10 =3X5 =4X5 =3X5 1111.5X4 =3X5 =4X5 12 A B C D E F -.au6 _ M m B III m C a45 N 1O (a) 1111.5H4 a r W2 W4 (a) T ' M V M C31 N M L K J 11 1113X5 =4X5 SEQN:19152 HIPM Ply: 1 Job Number: 1019028 Cust R 7175 JRef:1WPc71750004 T12 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 288.1a 1235A7997 Truss Label: B4 BFR / RTT 10/15/2019 4'6"12 86"4 10'L., 14'610 i 20'6"12 24'112 3078 326" 4'692 4'1"8 1'3"i2 4'6"10 6'0"2 3'7" 6'092 2'3"8 Il1.5X4 11144X5 SEAN:19150 HIPM Ply: 1 Job Number: 1019028 Cost R7175 JRef:1WPc71750004 T43 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 288.19.1235.59817 Truss Label: B5 BFR / RTT 10/15/2019 4712 8'8"4 13'610 18712 24' 3078 326" 45"12 4'1"8 4'10"6 502 5'5"4 62"8 2'3"8 1114X5 =4X5 1111.5X4 =3X5 =5X5 A B C D E M NI 4 C 12 6 3X5 We (a) (a) ro DI SN 1(a) 1(a) m 4X5 z = _ W14 `. a� wsT M L K J 1 3X5(A1) 1 =3X5 =5X5 =3X5 1112X4 i 7 1.1 0 1 i P O N 113X5 =6X8 =6X8 1112X4 1 305" j 2' 572 4'1114 i 578 6612 7112 1 47 I 8.10" I 1310"2 -I 18'10" 1 2478 -I 30'4"4 I 329"1 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): 0.093 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.159 D 999 240 P 1293 /- /- /546 /19 /114 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.046 I - - I 1490 /- /- /722 /- /- EXP:B Kzt:NA HORZ(TL):0.078 I - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:15.00 ft ( ) NCBCLL:10.00 TCDL:4.2sf Code/Misc Criteria Creep Factor:2.0 P Brg Width=5.5 Min Req=2.1 Soffit: 2.00 p Bldg Code: IRC 2015 Max TC CSI: 0.424 I Brg Width=5.5 Min Req=2.1 BCDL:6.0 psf Bearings P&I are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.422 Spacing:24.0" C&C Dist a:3.25 ft Rep Fac:Yes Max Web CSI:0.531 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 124 -564 D-E 297 -1431 B-C 205-1202 E-F 327 -1603 Lumber C-D 205-1205 F-G 322 -1802 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) :W5,W8,W10,W11,W12,W14 2x4 HF Standard+HF Stud: Chords Tens.Comp. Chords Tens. Comp. :W13 2x4 DF-L#2: M-L 1433 -44 K-J 1540 -200 Bracing L-K 1353 -92 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Loading A-P 287-1258 B-M 1178 -148 Bottom chord checked for 10.00 psf non-concurrent A-O 1267 -278 M-D 155 -385 live load. O-B 225-1323 J-G 1426 -161 Truss designed for unbalanced snow loads. O-M 645 0 G-I 324 -1377 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24"oc. ��a,eO PROEk. Wind O<w �GINFF /OZ Wind loads based on MWFRS with additional C&C 83294PE ". member design. 00.....r Left end vertical not exposed to wind pressure. Right cantilever is exposed to wind OREGON ilo vt,cr 14,204b <, LY Ta ' Renewal 6/30/2020 10/15/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building 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 o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 A,,,,,,COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracingiof trussesA seal on this drawing or cover page listingthis drawing,indicates acceptance of roTesslonaT en ineerin responsibilit sole) for the design shown. The suitability 8801 Folsom Blvd.,Suite 10i and Use of this awing for any structure is thepresponsibilityofthe Building Designer per�ANSI/TPI 1 Sac.2. For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.lpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:19147 HIPS Ply: 1 Job Number: 1019028 Gust:R7175 JRef:1WPc71750004 T34 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 288.19.1236.07507 Truss Label: B6 BFR / RTT 10/15/2019 F 4'9"6 ')"8 '8"4 { 12'8"6 'I" 16N'12 ')" 24' + 30'2"8 I• 3T8"{ 4'9"6 3'10'14 4'0'2 3'176 7'5"4 62"8 2'313"I 1114X5 =4X5 1111.5X4 =3X5 1115X7 : 1p1j34X5 : 0 L K -3X7 3X5 SEQN:19143 HIPS Ply: 1 Job Number: 1019028 Cust:R 7175 JRef:1WPc71750004 T51 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 288.19.1236.40360 Truss Label: B7 BFR / RTT 10/15/2019 2'04 8'8"4 14'6'12 1T4"5 20'8"3 24' 302"8 32'6" 204 1 6'3" 5'10"8 29"9 33"14 3'3"l2 6'28 23"8 12 6 l" 11148 1111.50X4 114X05 T IIIA;„5 1 (4 3X5 F ,3>a5 P- '.;' E 1161‘....76,, L ..� '=4MX8 L K =4X5 112X4 J=3X5(Ai) T =3X5 1 P O 1113X7 =608 =6X8 12X4 1 306„ 1 2,--I 238! 66.8 855 1'5'11 5'5"8 6712 2'1"12 238 8'10" 174"5 181 243"8 305.4 3201 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): 0.089 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.150 E 999 240 Q 1293 /- /- /555 /23 /130 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.038 J - - J 1490 1- /- /734 /- /- Des Ld: 42.00 EXP.B Kzt:NA HORZ(TL):0.065 J - - Wind reactions based on MWFRS Mean Height:15.83 ft Code/Misc Criteria Creep Factor:2.0 Q Brg Width=5.5 Min Req=2.1 NCBCLL:10.00 TCDL:4.2 psf J Br Width=5.5 Min 2.1 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.639 g Req= Bearings Q&J are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.768 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.25 ft Rep Fac:Yes Max Web CSI:0.689 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 239 -956 E-F 306 -1453 Lumber C-D 239 -958 F-G 293 -1553 D-E 404-1490 G-H 314 -1823 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) :W5,W11,W13 2x4 HF Standard+HF Stud: Chords Tens.Comp. Chords Tens. Comp. :W12 2x4 DF-L#2: N-M 1100 -11 L-K 1578 -193 Bracing M-L 1578 -193 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Loading A-Q 333-1295 N-D 156 -409 Bottom chord checked for 10.00 psf non-concurrent A-P 1194 -266 D-M 869 -212 live load. P-B 243-1141 M-E 196 -469 Truss designed for unbalanced snow loads. B-N 1148 -195 K-H 1499 -155 C-N 142 -630 H-J 329 -1375 Purlins In lieu of structural panels use purlins to brace all flat �� so PROF SS TC @ 24"oc. �L F Wind ��5 ���''�NF�,Q �p2 Wind loads based on MWFRS with additional C&C L(/ 83294PE "y member design. �- Left end vertical not exposed to wind pressure. Right cantilever is exposed to wind OR\ EGON 15 2 4ssell Tao Renewal 6/30/2020 10/15/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNEUUS OR 97113 Component Safety Information,by TPI anc3 SBCA)for safety actices 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 63,B7 or B10, as applicable. Apply plates to each face,of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate 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 /WM 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 oroTessional engineering responsibility solely for the design shown. The suitability 8801 Folsom Suite 10. and use of this drawing for any structure is me responsibility of the Building Designer per ANSI/TPI 1 Sac.2. Sacramento,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 SEAN:19277 HIPS Ply: 1 Job Number: 1019028 Cust:R7175 JRef:1WPc71750004 T14 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 288.19.1237.14507 Truss Label: C BFR / RTT 10/15/2019 23"8 7'11"4I 12'6" 17'0"12 23 H 2'3"8 5'7"12 4'6"12 4'6"12 5'11"4 -4X5 III 1.5X4 =4X5 CD E 12 a O / 4X8 6vB0 SXS F W2 ` in A e II q5 i W 2X4(A1) L n K J I H I G 1112X4 1114X8 =4X5 =4X8 1114X8 M 1113X5 I-2' j 21' -j 2'112 56" 3'4"4 1'6" 410"4 5712 II-2.1"12 7'7"12 11' 126" 17,4"4 23' 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): 0.085 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.145 D 999 240 L 1861 1- /- /- /104 /- BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.018 C - - M 1653 1- /- /- /103 /- Des Ld: 42.00 EXP.B Kzt:NA HORZ(TL):0.031 C - - Wind reactions based on MWFRS Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 L Brg Width=5.5 Min Req=1.6 NCBCLL:10.00 TCDL:4.2 psf Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.835 M Brg Width=5.5 Min Req=1.8 Bearings L&M are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.608 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:0.952 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 186-2465 D-E 201 -2714 Lumber C-D 201 -2714 E-F 186 -2516 Top chord 2x4 DF-L#2 Bot chord 2x6 DF-L#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4:HF Standard+HF Stud: Chords Tens.Comp. Chords Tens. Comp. :W2,W8 2x4 DF-L Standard+DF-L Stud: K-J 2112 -154 1-H 2164 -156 Special Loads J-I 2112 -154 -(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 66 plf at 0.00 to 66 plf at 7.94 Maximum Web Forces Per Ply(lbs) TC:From 33 plf at 7.94 to 33 plf at 17.06 Webs Tens.Comp. Webs Tens. Comp. TC:From 66 plf at 17.06 to 66 plf at 23.00 L-B 160-1715 E-H 387 -34 BC:From 20 plf at 0.00 to 20 plf at 7.95 B-K 1905 -133 H-F 2165 -150 BC:From 10 ptf at 7.95 to 10 p8 at 17.11 BC:From 20 ptf at 17.11 to 20 plf at 23.00 C-I 799 -62 F-G 133 -1613 BC: 497 lb Conc.Load at 7.95 I-E 721 -59 BC: 234 lb Conc.Load at 10.00,12.00,13.00,15.00 17.00 BC: 263 lb Conc.Load at 17.11 Loading ��_QO PROpSSS Bottom chord checked for 10.00 psf non-concurrent `CO G I N F /o live Punload. irl5 �� 83294PES� 7 /� In lieu of structural panels use purlins to brace all flat TC @ 24"oc. Wind OREGON Wind loads and reactions based on MWFRS. 13 `-4/ 14 Z000 Left cantilever is exposed to wind 4sseTans/ " Renewal 6/30/2020 10/15/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlingg 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 Ed 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 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 m,v 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-fessional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure Is thePresponsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 1W 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:19274 HIPS Ply: 1 Job Number: 1019028 Cust:87175 JRef:1WPc71750004 T15 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 288.19.1237.19983 Truss Label: C1 BFR / RTT 10/15/2019 2'3"8 _ 9'11•'4 I 15'0"12 _I 23' H 2'3"8 7712 5'1"8 7'11"4 1114X8 =H0508 C D HFJ 12 6 T3 M 1' a, B X5 k4X5 E W2 - • 91 A _ to _L ,i m C=+-- ---2X4(A1) ®2X4(A1) J I H G F 1111.5X4 3X7 3X5 3X5 1113X5 I---r j 21' 1 2'1'12 7712 1'2" 4'4"4 7712 F 2'1"12�I- 9'9"8 "I" 111" 15'4"4 + 23' 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 L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:212 Ce:1.1 VERT(LL): 0.030 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.052 D 999 240 J 1114 /- /- /517 /- /69 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.009 E - - F 928 I- /- /396 /- /- EXP:B Kzt:NA HORZ TL:0.016 E - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:15.00 ft ( ) NCBCLL:10.00 TCDL:4.2psf Code/Misc Criteria Creep Factor:2.0 J Brg Width=5.5 Min Req=1.5 Bldg Code: IRC 2015 Max TC CSI: 0.976 F Brg Width=5.5 Min Req=1.5 Soffit: 2.00 BCDL:6.0 psf Bearings J&F area rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.486 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.483 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 B-C 278-1131 D-E 272 -1158 Lumber C-D 319 -907 Top chord 2x4 DF-L#2 :T3 2x4 DF-L#1&Bet.: Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 DF-L#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4:HF Standard+HF Stud: I-H 945 -156 H-G 945 -156 :W2,W6 2x4 HF#2: Loading Maximum Web Forces Per Ply(lbs) Bottom chord checked for 10.00 psf non-concurrent Webs Tens.Comp. Webs Tens. Comp. live load. J-B 340 -988 G-E 864 -122 Truss designed for unbalanced snow loads. B-I 677 -72 E-F 253 -860 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 Ep PROF member design. ��iFss Left cantilever is exposed to wind �`, ��G I N F�� /02 a83294PE -p a......- OREGON rOREGON `V LY 14,20- tZ 4SSell Ta" ' Renewal 6/30/2020 10/15/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building 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 otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for pst ermanent lateral restraint of webs shall have bracing inalled per BCSI sections B3,67 or B10, as applicable. Applplates to each face,of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin omponents Group Inc.shall not be responsible for any deviation from this drawing,an failure to build the truss in conformance with ANSI/TPI1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of orofessiona engineering responsibility solely for the desi n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. 8801 Folsom Blvd.,Suite 101 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:19269 HIPS Ply: 1 Job Number: 1019028 Cust R7175 JRef:1WPc71750004 T33 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 288.19.1237.28143 Truss Label: C2 BFR / RTT 10/15/2019 2'3"8 7'5"10 1111"4 13'01I2 17'8"2 23 I 2'3"8 5'2"2 4'510 1'1"8 47'6 5'3"14 =4p5 m4X5 _ E 12 %C5 1111.5F4 6 V ' V- 1;1 03X5 ''''''13X5 G A J_ $ 111 W W 2X4(A1) Val L K J I H 1111.5X4 =3X5 SEQN:19260 SPEC Ply: 1 Job Number: 1019028 Cust:R 7175 JRef:1WPc71750004 T9 FROM:IKE Qty: 2 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 288.19.1237.30153 Truss Label: C3 BFR / RTT 10/15/2019 2'1"12 7'3"14 12'6" 1782 23' 2'1"12 5'2"2 5'2"2 5'2"2 5'3"14 =4X5 D em 12 ,..--3(5 @ 315 8 M ti i; m 3BX5 N 3X5 F rn A ,..0000101 =_2X4(A1) LI' l K J I H IG 1111.5X4 3X5 =3X5 3X7 =3X5 1113X5 I—2' j 21' 1 21"12 52"2 52"2 52"2 5'3"14 2'1"12 7'3"14 12'6" 17'8"2 23' 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): 0.033 I 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.056 I 999 240 L 1086 /- /- /518 /- /88 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.009 C - - G 884 /- /- /396 /- /- Des Ld: 42.00 EXP.B Kzt:NA HORZ(TL):0.016 C - - Wind reactions based on MWFRS Mean Height:15.00 ft L Brg Width=5.5 Min Req=1.5 NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 Soffit: 2.00 Bldg Code: IRC 2015 Max TC CSI: 0.357 G Brg Width=5.5 Min Req=1.5 BCDL:6.0 psf TPI Std:2014 Max BC CSI: 0.288 Bearings L&G 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:0.499 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 279-1122 D-E 309 -920 Lumber C-D 287 -917 E-F 305 -1177 Top chord 2x4 DF-L#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Chords Tens.Comp. Chords Tens. Comp. Loading K-J 944 -204 I-H 998 -210 J-l 944 -204 Bottom chord checked for 10.00 psf non-concurrent live load. for unbalanced snow loads, Maximum Web Forces Per Ply(lbs) Truss designed Webs Tens.Comp. Webs Tens. Comp. Wind L-B 324 -986 H-F 979 -192 Wind loads based on MWFRS with additional C&C B-K 916 -170 F-G 259 -838 member design. D-I 435 -109 Left cantilever is exposed to wind ..<0,-D PROpSss pN. AGINIck i0 rx 83294PE 7 OREGON 13 4 'V LY 14,200 er *self Tac' Renewal 6730/2020 10/15/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for Aermanent 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 Joint9Details, unless noted otherwise. Refer to A IPL N E 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 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 roTesstonar engineeringresponsibilitysolely for the design shown. The suitability 8801 Folsom Blvd.,Suite 10. and use of this rawing for any structure is the responsibility of the uilding Desiger 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:19262 HIPM Ply: 1 Job Number: 1019028 Oust:R 7175 JRef:1WPc71750004 749 FROM:IKE OW: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 288.19.1237.32070 Truss Label: C4 BFR / RTT 10/15/2019 2'78 9'6"4 13'111 18'314 23' 1 2'3"8 72"12 4'5" 4'4"10 4'82 -4X5 D 91.V4 SEQN:19264 HIPM Ply: 1 Job Number: 1019028 Cust:R 7175 JRef:1 WPc71750004 T50 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 288.19.1237.34147 Truss Label: C5 BFR / RTT 10/15/2019 2'3"8 916"4 151114 23' 2'3.'8 7712 6'5' 7.0.12 =4X05 1111.5X4 E 2 �CS 6 1 2 , :,,,, -3X5 A ,4111142.111 .. .2X4(A1) J" I H G •'F 1111.5X4 SEQN:19266 HIPM Ply: 1 Job Number: 1019028 Gust:R7175 JRef:1WPc71750004 T13 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 288.19.1237.35863 Truss Label: C6 BFR / RTT 10/15/2019 278 9'34 11'9"13 1T11"4 23' I 278 + 7'2"12 + 23"9 677 I" 5'6'12 "I .4X5 T3 1112X4 ill 0 12 °31.,C15 el m m /3X5 rr9� 12 =2X4(A1) K" J I H •'G 1111.554 =4X5 =3X5 =3X5 1113X5 I—2' -Jr 21' 1 2'1"12 7+ I 1'9"4 6712 5'4"4 z1"12 9'712 ii' I 17712 I 23' 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): 0.034 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.059 C 999 240 K 1086 1- /- /558 /- /148 BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.009 G - - G 884 1- /- /413 /27 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.016 G - - Wind reactions based on MWFRS Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 K Brg Width=5.5 Min Req= 1.5 NCBCLL:10.00 TCDL:4.2 psf G Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:6.0sf Bldg Code: IRC 2015 Max TC CSI: 0.843 P Bearings K&G are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.549 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.476 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 147-1181 D-E 73 -532 Lumber C-D 46 -604 Top chord 2x4 DF-L#1&Bet. :T3 2x4 DF-L#2: Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 DF-L#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 HF#2 J-I 989 -353 H-G 387 -127 :W1,W2,W3 2x4 HF Standard+HF Stud: 1-H 989 -353 Bracing (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(lbs) member. Webs Tens.Comp. Webs Tens. Comp. Loading K-B 244 -965 H-E 509 -74 B-J 934 -39 E-G 257 -785 Bottom chord checked for 10.00 psf non-concurrent C-H 259 -690 live load. Truss designed for unbalanced snow loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24"oc. P ���EO ROp4 Wind �,5 5O1NEF 'p2 Wind loads based on MWFRS with additional C&C (V 83294PE 41 member design. Cr / Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind 13 ,2 („ SLY 14,20� �Q ‘?Sell TaxV4 Renewal 6/30/2020 10/15/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 aria Safety Information,by TPI aSBCA)Kw safetypractices prior to performing these functions. Installers shall Provide temporary (503)357-2118 Ext bracing Per SCSI.Unless noted otherwise,top chord shall hve properly attached structural sheathing 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 Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Build'na1 Components Group Inc.,shall not be responsible for any deviation from this drawing any failure to build the AN ITW COMFMtt truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of rooessional engineering responsibility solely for the design shown. The suitability and use of this rawing for any structure is tie responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. 8801 Folsom Blvd.,Suite 107 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com:TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEAN:19289 HIPS Ply: 1 Job Number: 1019028 Cast:87175 JRef:1WPc71750004 T8 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 288.19.1237.38130 Truss Label: D BFR / RTT 10/15/2019 2'3"8 7'11"4 13'0"12 19' �' 2.3„8 5,7„12 - 5,1„8 I 5,11„4 =4X5 4X5 C D 12 ' C 6I/ cn v B 4X5 5X5 E A 0 MI - Et 43 1I H G FJ 2X4(A1) 3X 1111.5X4 1114X5 =6X8 III 3X5 2' 1 17' i 2112 56" 5'5'12 59"8 2'1"12 T7"12 13,2"8 19' 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): 0.053 G 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.091 G 999 240 I 1321 /- /- /- /23 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.008 C - - J 1564 /- /- /- /47 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.015 C - - Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 I Brg Width=5.5 Min Req=1.5 TCDL:4.2 psf J Brg Width=5.5 Min Req=1.7 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.865 Bearings I&J are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std:2014 Max BC CSI: 0.395 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:0.575 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 47-1545 D-E 85 -2272 Lumber C-D 65-1948 Top chord 2x4 HF#2 Bot chord 2x6 DF-L#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4:HF Standard+HF Stud: Chords Tens.Comp. :W6 2x4 DF-L#2: H-G 1323 -34 Special Loads ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Maximum Web Forces Per Ply(lbs) TC:From 66 plf at 0.00 to 66 plf at 19.00 Webs Tens.Comp. Webs Tens. Comp. BC:From 20 plf at 0.00 to 20 Of at 19.00 I-B 77-1153 D-G 654 -12 BC:1250 lb Conc.Load at 13.56 B-H 1129 -18 G-E 1933 -58 Loading C-G 789 -39 E-F 72 -1457 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. 4-Vs PROFS Wind , �G1Ne .. ,O Wind loads and reactions based on MWFRS. „O 83294PE 9 Left cantilever is exposed to wind io,„,.--- .e� OREGON r `VLY 14,Ze0' 4*Seli Ta04c Renewal 6130/2020 10/15/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall,provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted Ottherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint Os't Of webs shall have bracing inalled per BCSI sections B3,B7 or B10, /11111 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 Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing,indicates acceptance of proTessionai engineering responsibility solely for the design shown. The suitability 8801 Folsom Suite 10i and use of this rawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. Sac1 Folsommento,CA Blvd.,Suite For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org SEQN:19178 HIPS Ply: 1 Job Number: 1019028 Cust:R 7175 JRef:1WPc71750004 T61 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 288.19.1237.46433 Truss Label: D1 BFR / RTT 10/15/2019 278 9'11"4I 11'0"112 19' 2'3"8 7'7"12 1'1"9 7'11"4 X =6H0508 D T J e 12 6 M T3 in in 5,--3X5 @4X5 B E 1 — W2 W6 sn A _ '_v _ o =2X4 Al) 1( H G F 1111.5X4 3X7- -3X5 1115 1—2' 1 17' 1 2'1"12 7712 1'6"12 77'12 H2,1"12 1 99,.8 1- 114"41 t9, 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 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): 0.024 G 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.038 G 999 240 I 985 /- /- /442 /- /69 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.006 E - - F 794 /- /- /319 /- /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.010 E - - 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 S 2.00 TCDL:42 psf F BrgWidth=5.5 Min Re 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.899 q= Bearings I&F are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.525 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.473 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 B-C 229 -948 D-E 238 -962 Lumber C-D 276 -724 Top chord 2x4 HF#2 :T3 2x4 HF#1&Bet.: Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 HF#2 Chords Tens.Comp. Webs 2x4:HF Standard+HF Stud: H-G 756 -121 :W2,W6 2x4 HF#2: Loading Maximum Web Forces Per Ply(lbs) Bottom chord checked for 10.00 psf non-concurrent Webs Tens.Comp. Webs Tens. Comp. live load. I-B 319 -861 H-D 208 -390 Truss designed for unbalanced snow loads. B-H 455 -57 G-E 650 -79 H-C 395 -175 E-F 231 -727 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 Ep PROF member design. Ft F Left cantilever is exposed to wind C9����G I N F��'S'/G2 83294PE 7 kr /r OREGON `ZLY 14,200 4*Sell Tar&� Renewal 6/30/2020 10/15/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 ?lid Safety Information,by TPI aSBCA)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 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. AppTy plates to each face,of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the AN my 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 drawn indicates acceptance of prooesslonar engineering responsibility solely for the desi�gpn shown. The suitability and use of this drgawing for any structure is the responsibility of the Building Designer perANSI/TPI 1 Sbc.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:13226/ HIPS Ply: 1 Job Number: 1019028 Cust:R R7175JRef:1WPc71750004 T3 / FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 287.19.1314.52393 Truss Label: D1 / RTT 10/14/2019 2'3"8 6'312 9'11"4 11'0"112 14'8"4 18'8'8 21' 1 2'3"8 1 4'0.4 1 3,7"8 1 1'1"8 3'7"8 I 4'0"4 1 2'3.8 1 —=411:C)5_4x5 E 2 IC 12 g3e '.-3X5 6 i i v' 03x5 X3 5 991 A H NI-\1 I I I M 11 .,. =2X4(A1) O1'11 N M L K J rgrlI =2X4(A1) 1111.5X4 =3X5 =3X5 _3X7 3X5 =3X5 1111.5X4 I--2' 1 17' 1 2'--I 21"12 . 3'10"8 3'7"8 1'6"1 2'11"12 3'10"8 2'1"12 1 2'1"12 I. 6'0"4 9'7"1z 1 1l'2"8' 1a'11"1z I 18'10"4 21, kg 1z' 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): 0.024 M 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.039 M 999 240 O 979 /- 1- /436 /- /72 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.007 I - - I 979 /- 1- /436 /- /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.012 I - - 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 0 Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.232 I Brg Width=5.5 Min Req= 1.5 Bearings 0&I are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.197 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.401 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 207 -919 E-F 229 -794 Lumber C-D 230 -797 F-G 206 -919 D-E 237 -645 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 773 -118 L-K 772 -119 Bottom chord checked for 10.00 psf non-concurrent M-L 642 -48 K-J 772 -119 live load. Truss designed for unbalanced snow loads. Maximum Web Forces Per Ply(lbs) PurlinsWebs Tens.Comp. Webs Tens. Comp. In lieu of structural panels use purlins to brace all flat 0-B 281 -896 J-G 786 -139 TC @ 24"oc. B-N 786 -139 G-I 281 -896 Wind Wind loads based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind ,4,/._/_ �� 0 PROFS pN� aGINFF �O 83294PE 7 0,„,..-- OREGON `Z/�r 14,20e Q 4 Sseli Ta+14t Renewal 6/30/2020 10/15/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per SCSI.Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. ApplPlates to each face 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 AN RW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this dr wing or cover page, listingthis drawing indicates acceptance of orooessionaf engineering. responsibilitysolei for the design shown. The suitability 8801 Folsom Blvd.,Suite 10i and se of this drawing for any structure is the responsibilitof the Buildig Designer per ANSI/TPI 1 Sgec.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:19180 SPEC Ply: 1 Job Number: 1019028 Cust:R 7175 JRef:1WPc71750004 T5 FROM:IKE Qty: 2 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 288.19.1237.49780 Truss Label: D2 BFR / RTT 10/15/2019 2'1"12 6'3" 10'6" 14'9" 19' 2,1'12 4,1„4 4 3„ 4,3" 4,3" =4X5 D 12 1121 6 g3X5 -,-.---3X5 E m :. I:- v) 1111.5X4 1111.5X4 B F i i a A a 4Li = 1 .I I am 2X4(A1) 13Xl5 .3X7lG _ 1113X5 (-2' * ---17' 73"8 8'2"8 8'6" 23"8 106" -' 19' 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 L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.022 H 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.038 H 999 240 I 925 /- /- /446 /- /73 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.012 F - - G 702 /- 1- /315 I- /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.021 F - - Wind reactions based on MWFRS Mean Height:15.00 ft Code I 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: 0.251 G Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bearings I&G are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.655 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.524 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 Ven.18.02.01A.0205.19 C-D 225 -719 D-E 248 -721 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: I-H 646 -173 H-G 714 -188 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) live load. Webs Tens.Comp. Webs Tens. Comp. Truss designed for unbalanced snow loads. I-C 259 -906 E-G 230 -844 Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Ak,'EO PROFESS ��� aG1NF �O 83294PE y cc /.- \% OREGO) ' `SY4204' Se/I Ta Renewal 6/30/2020 10/15/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)f8r safely practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BUST.Unless noted olherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7,_or BI0, 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 ANnw „ truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracim�,,,,. ng of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of ro esstona 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/TP!1 Sgec.2. 8801 Folsom Blvd.,Suite 101 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:19250 HIPM Ply: 1 Job Number: 1019028 Cust:R 7175 JRef:1 WPc71750004 T24 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 288.19.1237.52750 Truss Label: D3 BFR / RTT 10/15/2019 2' 97'12 12 1111"4 19 2' 7712 2'8"8 7'0"12 =4XX5 1111.5X4 E SillIMIIMIIIMMIIIMIMIMI i — 1111.5X4 6 12 es54 i, N co b g 33&5 Ole A ' n - =2X4(A1) H'"' G '-'F 1111.5X4 =3X7 1113X5 H-2' * 17' i , 2' 7712 9'9"4 I' 2, 'I- 9'2"12 -I' 19' -1 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): 0.022 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.038 C 999 240 H 917 /- /- /468 /- /98 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.004 C - - F 710 /- /- /313 /16 /- EXP:B Kzt:NA HORZ TL:0.008 C - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:15.00 ft ( ) g Code/Misc Criteria Creep Factor:2.0 H 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: 0.922 F Brg Width=5.5 Min Req= 1.5 Bearings H&F area rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.422 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.319 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 B-C 142 -878 C-D 251 -839 Lumber Top chord 2x4 DF-L#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 DF-L 2400E-2.0E Chords Tens.Comp. Webs 2x4:HF Standard+HF Stud: G-F 475 -172 :W5 2x4 HF#2: Bracing Maximum Web Forces Per Ply(lbs) (a)Continuous lateral restraint equally spaced on Webs Tens.Comp. Webs Tens. Comp. member. H-B 237 -825 G-D 626 -168 Loading B-G 562 0 D-F 225 -621 C-G 227 -457 Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced snow loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24"oc. �4�so PROP . Wind ,� �GINF �O mWind embeads based on MWFRS with additional C&C WO 83294PE y Right end vertical not exposed to wind pressure.esign. a /� Left cantilever is exposed to wind OREGON .e) r(' `fLy14,20 e ' &sell Ta ' Renewal 6/30/2020 10/15/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling',shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per SCSI.Unless noted otherwise,top chord shall have properlyattached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint f webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. AppTy Plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to ALPINE E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the AN COMPANYITW truss in conformance with ANSI/TPI 1,or for handling,shipping,installatiOn and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the desstgn shown. The suit bility and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 107 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:19253 HIPM Ply: 2 Job Number: 1019028 Cust:R7175 JRef:1WPc71750004 745 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 288.19.1238.19753 Truss Label: D4 BFR / RTT 10/15/2019 5 S 2 Complete Trusses Required 2'x'12 710 5 13'8'•14 19 2'1"12 58"9 5'10"9 5'3"2 N14Xp8 1111.5X4 E -r q 6 2 23e5 it F IL ,- 3t10A141 � A ...411111114111111 s. • 2X4(A1) H G 'FJ 1112X4 1114X8 1114X8 1114X5 1--2' 1 17' `` 2,1.,12 5.8,.9 II I 519'9 5.3.2 2'1"12 71015 13'8114 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 U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.059 H 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.100 H 999 240 I 3387 /- /- /- /91 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.013 C - - J 4751 /- 1- /- /109 /- Des Ld: 42.00 EXP.B Kzt:NA HORZ(TL):0.022 C - - Wind reactions based on MWFRS Mean Height:15.00 ft Code/Misc Criteria Cree Factor:2.0 I Brg Width=5.5 Min Req= 1.5 NCBCLL:0.00 p TCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.278 J Brg Width=5.5 Min Req=2.5 Soffit: 2.00 BCDL:6.0 psfBearings I&J are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.822 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.892 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 82-2523 C-D 36 -1612 Lumber Purlins Top chord 2x4 DF-L#2 In lieu of structural panels use purlins to brace all flat MaximumodsTens.Comp.Bot Chord ForceshPer Ply Tens.s) Bot chord 2x6 DF-L SS TC©24"oc. Chords Chords Comp. Webs 2x4:HF Standard+HF Stud: H-G 2170 -66 G-F 1327 -27 :W2 2x4 DF-L Standard+DF-L Stud: Wind :W5,W6 2x4 HF#2: Wind loads and reactions based on MWFRS. Maximum Web Forces Per Ply(lbs) Bracing Right end vertical not exposed to wind pressure. Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on Left cantilever is exposed to wind I-B 73-1631 C-G 46 -915 member. B-H 2018 -58 G-D 2279 -27 Nailnote H-C 816 -18 D-F 44 -2161 Nail Schedule:0.131"x3",min.nails Top Chord:1 Row @12.00"o.c. Bot Chord:1 Row @ 3.75"o.c. Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads As.�RE)PROFFSA, -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) 5 _AG 1 N FF i0 TC:From 66 lf at 0.00 to 66 if atTC:From 33 plf at 8.00 to 33 plf at 13.774 83294PE 0 y TC:From 66 plf at 13.74 to 66 plf at 19.00 000-- BC:From 20 plf at 0.00 to 20 plf at 8.00 BC:From 10 plf at 8.00 to 10 plf at 19.00 BC:1723 lb Conc.Load at 8.00 BC: 975 lb Conc.Load at 10.00 OREGON BC: 974 lb Conc.Load at 12.00 BC: 965 lb Conc.Load at 14.00 �4 'ziy 14,20e C BC:1116 lb Conc.Load at 16.00 s$e��Ta " BC:1050 lb Conc.Load at 18.00 Renewal 8/30/2020 10/15/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNEOUS 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 oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. AppTy Plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the ANnW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of orolessionar 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 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:16513 HIPS Ply: 1 Job Number: 1019028 Cust:R 7175 JRef:1 WPc71750004 T1 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 288.19.1238.30190 Truss Label: E BFR / RTT 10/15/2019 2'3"8 _ 5'11"4 9'6"12 _ 13'6" H 2'3"8 3712 l' 3'7"8 3'11"4 4X5 -4XX5 12 ' • 6 rn 03X5 '-',3X5 co B E co 1- 1'3 M A Q - 111111■ 43 / 1 2X4(A1) I, -3X5- 3X7(1) 1111.5X4 1111.55 X 2' * 11'6" i 2'1923'6" 4'0"12 3'9"8 2'1"12 ' 5'7"12 9'8"8 13'6" 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 L/defl IJ# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.017 G 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.028 G 999 240 I 1023 /- /- 1- /61 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.003 C - - F 796 /- /- 1- /59 /- 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 I Brg Width=5.5 Min Req=1.5 F BrgWidth=- Min Re Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.265 q=- Bearing I is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.319 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:0.457 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:19.02.00.1001.20 B-C 98 -987 D-E 99 -1042 Lumber Wind C-D 80 -878 Top chord 2x4 HF#2 Wind loads and reactions based on MWFRS. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 DF-L#2 Left cantilever is exposed to wind Chords Tens.Comp. Webs 2x4:HF Standard+HF Stud: Special Loads H-G 815 -78 ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Maximum Web Forces Per Ply(lbs) TC:From 66 plf at 0.00 to 66 plf at 5.94 Webs Tens.Comp. Webs Tens. Comp. TC:From 33 plf at 5.94 to 33 plf at 9.56 TC:From 66 plf at 9.56 to 66 plf at 13.50 I-B 100 -930 G-E 897 -80 BC:From 20 plf at 0.00 to 20 plf at 6.00 B-H 854 -69 E-F 80 -772 BC:From 10 plf at 6.00 to 10 plf at 9.50 BC:From 20 plf at 9.50 to 20 Of at 13.50 BC: 197 lb Conc.Load at 5.89,9.61 BC: 141 lb Conc.Load at 6.00,7.75,9.50 Plating Notes (I)-plates so marked were sized using 0% Fabrication Tolerance,0 degrees Rotational Tolerance,and/or zero Positioning Tolerance. �4�0 PRo,. Loading �y ',GINE-0��O Bottom chord checked for 10.00 psf non-concurrent Ali Iii 32>i4PE + live load. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24"oc. OREGON 11 `ticr 14,006 t0 *eel!Tan' Renewal 8/3012020 10/15/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fasafety 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 sheathingg 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 510, as applicable. Appllates to each face on truss and position as shown above and on the JoinfFDetails, 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 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 rofessionaf engineering responsibilitysolely for the design shown. The suitability and use of this awing for any structure is thePresponsibility of the Building Desiger per ANSI/TPI 1 Sgec.2. 8801 Folsom Blvd.,Suite 10i For more information see this job's general notes page and these web sites:ALPINE:www.alpinetw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:13209/ SPEC Ply: 1 Job Number: 1019028 Cost:R R7175JRef:1 WPc71750004 T16 / FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 287.19.1314.52239 Truss Label: El / RTT 10/14/2019 2'3°87'9" 13'6" 2'3.'8 •-r. 5,5'8 -I- 5'9" _I 1114X5 12 6 41401111 v 0365 3X5 D I, ii T 2X4(A1) G--� =3X7 1113X5 1111.5X4 I--2' f 116" 1 2'1"12 57"4I 5'9" 2'1"12 7'9" 13'6" 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): 0.009 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.014 C 999 240 G 703 /- /- /339 /- /53 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 D - - E 510 /- /- /210 /- /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.002 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 G Brg Width=5.5 Min Req= 1.5 TCDL:42 psf Bldg Code: IRC 2015 Max TC CSI: 0.628 E Brg Width=- Min Req=- Soffit: 2.00 BCDL:6.0 psf Bearing G is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.255 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.254 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 188 -513 C-D 198 -518 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: G-B 281 -618 D-E 199 -462 Loading B-F 402 -102 Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind o.� ��i�FF 'o Z83294PE ;.•, 0� OREGON '4. SLY 14,20� (Z 'Sell Tang Renewal 6/30/2020 10/15/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall_provide temporary (5031 3 57-211 8 Ext bracing per BCSI.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 bracingins'talied per BCSI sections B3,B7 or B10, as applicable. Appijr 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 Buildl'na Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the �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 proTesstonaT 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 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:19101 HIP_ Ply: 1 Job Number: 1019028 Gust:R 7175 JRef:1 WPc71750004 T23 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 288.19.1239.09433 Truss Label: FG1 BFR / RTT 10/15/2019 5'4"3 i 7714 2873 I 5'4"3 2710' 2175 I 3714 I ~(TVF H27 H 1114X5 3X5= 1114X5 I—a-) 12 F 5 13.42 7 PJ I 9 5 5 6''' S 6 6 9 9l1 A �D • ' T * 6 ,B U EM1 5 { T M2 m m 13.42 L e 12 M16 i 1 i 1 5 5 5 5 ,71 5 9 0 9 9 3X5 =AB V k 371.14 A 774 24'11.12 h1 1 77'4 377 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 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 F 999 240 A* 2 1- /_ /_ /_ /_ BCDL: 10.00 Category:NA Snow Duration: - HORZ(LL):0.000 - - - Al* 2 /- /- /- /- /- EXP:NAKzt:NA g HORZ(TL):0.000 U - - A Brg Width=85.9 Min Reg Des Ld: 42.00 Mean Height:NA ft TCDL:NA psf NCBCLL:0.00 Code/Misc Criteria Creep Factor:2.0 Al Brg Width=299 Min Req=-Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2015 Max TC CSI: 0.001 Bearings A&Al are a rigid surface.Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:NA TPI Std:2014 Max BC CSI: 0.001 Spacing:24.0" C&C Dist a:NA ft Rep Fac:No Max Web CSI:0.004 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:18.02.01A.0205.19 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF#2 :M1,M2,M16 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, HIPFR1800118,or HIPFRSCAB0619 for additional information. �0%Eo PROFESS , �GINF� :p 83294PE p OREGON 8LY 14,2004i 4esell Ta ' Renewal 6/30/2020 10/15/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNEUUS OR 97113 Component Safety Information,by TPI an SBCA)fsafety practices prior to performing these functions. Installers shall�pprovide 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. Applplateseto each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN ITW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIfTPI 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.orq Sacramento,CA 95826 SEQN:19099 HIP_ Ply: 1 Job Number: 1019028 Cust:R7175 JRef:1WPc71750004 T83 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT2 DrwNo: 288.19.1239.14473 Truss Label: FG2 BFR / RTT 10/15/2019 1- 973 2175 073 73+ era I-2'—I mn I—zr3--1 =3P -3H it : P 13.42 P il I g2X a0ai,� *2X4(DBR) R =3X5 I- 2123 -I 2125 21'2 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 W 999 240 A* 2 /- /- /- /- /- BCDL: 10.00 Category:NA Snow Duration: - HORZ(LL):0.000 - - - A Brg Width=254 Min Req=- EXP:NAKzt:NA Des Ld: 42.00 Mean Height:NA ft HORZ(TL):0.000 C - - 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: 0.002 Spacing:24.0" C&C Dist a:NA ft Rep Fac:No Max Web CSI:0.003 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:18.02.01A.0205.19 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4:HF Standard+HF Stud: :M4,M5,M6 2x4 HF#2: Plating Notes All plates are 1.5X4 except as noted. Additional Notes This"Hip Frame"may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses.See detail drawing HIPFRAME0118, HIPFR1800118,or HIPFRSCAB0619 for additional information. � sa � aGINFF �O 83294PE 7 OREGON C ‹, ` 131/ 26 14,26 QJ Ssell Tangy Renewal 6/30/2020 10/15/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shalltpprovide 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. AppTplates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (Refer to ALPINE L 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,aoy failure to build the x„1,1, 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 ronessionar engineeringresponsibility 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 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:19159 HIP_ Ply: 1 Job Number: 1019028 Cust:R 7175 JRef:1 WPc71750004 T58 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 288.19.1239.29897 Truss Label: FG3 BFR / RTT 10/15/2019 151'3 25131 I. + 54'14 h5111.� 1112AX4 (NPP 114X5 .111111111 '' T 13.42 m D a ilik 2Xd(O6R) a m AF ! 11254 =5X5 I 256-1 I 2551I I 2561 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSl Criteria ♦Maximum Reactions(Ibs),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 L 999 240 AF*2 /- /- /- /- /- BCDL: 10.00 Category:NA Snow Duration: - HORZ(LL):0.000 - - - AF Brg Width=341 Min Req=- Des Ld: 42.00 EXP:NAKzt:NA HORZ(TL):0.000 L - - Bearing AF 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:0.004 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#2 :M13,M14,M15 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, HIPFR1800118,or HIPFRSCAB0619 for additional information. ,eO PROFS�. GINFO Or1 a 83294PE y /r OREGON 1)4. `VLY 14,Zoom ,c42, ` sell Ta" Renewal 8/30/2020 10/15/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall Provide temporary (503)357-2118 Ext bracingPer BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or 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 ANrtw COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing indicates acceptance of pro essional engineering responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 10. and use of this yawing 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:19094 HIP_ Ply: 1 Job Number: 1019028 Cust:R7175 JRef.1WPc71750004 T82 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 288.19.1239.33387 Truss Label: FG4 BFR / RTT 10/15/2019 Zr 46' 141'3 1 1'3 Zr T 479 I-2'—I (rte I'C'I .3p 3,,,,5 ' : 41ii 1 141'3 -I I 141'3 141'3 11.3 • Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: NA Pg:25.0 Ct: - CAT: - PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed:NA mph Pf:21.2 Ce: - VERT(LL):0.000 - - 360 Loc R+ /R- /Rh /Rw /U /RL BOLL: 0.00 Enclosure:NA Lu: - Cs: - VERT(CL):0.000 F 999 240 W*2 /- /- /- /- /- BCDL: 10.00 Category:NA Snow Duration: - HORZ(LL):0.000 - - - W Brg Width=229 Min Req=- EXP:NAKzt:NA HORZ(TL):0.000 A - - BearingW is rigid surface. Des Ld: 42.00 Mean Height:NA ft ( ) a g 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 psi Bldg Code: IRC 2015 Max TC CSI: 0.001 Load Duration:1.15 MWFRS Parallel Dist:NA TPI Std:2014 Max BC CSI: 0.002 Spacing:24.0" C&C Dist a:NA ft Rep Fac:No Max Web CSI:0.005 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: :M5,M6,M7 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, HIPFR1800118,or HIPFRSCAB0619 for additional information. ,4fEo PROp 0.5 ar;IN,;� ?O 83294PE 9 0 OREGON ( `ZLy 14,20°� ex SSe11 Tar 4e Renewal 6/30/2020 10/15/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted omerwise,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. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building.gComponents Group Inc..shall not be responsible for any deviation from this drawin any failure to build the ANf1W 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 prolessronaf engineering responsibility solely for the desi n 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. 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:13228/ HIP_ Ply: 1 Job Number: 1019028 Cust:R R7175JRef:1WPc71750004 T30 / FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 287.19.1314.51630 Truss Label: FG5 / RTT 10/14/2019 4'5"14 811"11 4'5"14 4'5"14 [^1'11"14,{ --13/5-1 (TTP) U. 12 13.42 Yf A 1 �2x4(D8R) 2x , 41116 ■ G I 811'11 -I 8'11"11 I 8'11"11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: NA Pg:25.0 Ct: - CAT: - PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed:NA mph Pf:21.2 Ce: - VERT(LL):0.000 - - 360 Loc R+ /R- /Rh /Rw /U /RL BOLL: 0.00 Enclosure:NA Lu: - Cs: - VERT(CL):0.000 K 999 240 A* 2 /- /- /- /- /- Category:NA BCDL: 10.00 Snow Duration: - HORZ(LL):0.000 - - - A Brg Width=107 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 3754 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. A•4¢Eo PR Ops, 83294PE 7 OREGON `VLY 14 q00� <„ LY Tani Renewal 6/30/2020 10/15/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS PORN Box 488OR 97113 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building COR ELIUS Ext Component Safety Information,by TPI and SBCA)fsafetypractices prior to performing these functions. Installers shall provide temporary _ bracing per BCSI.Unless noted olherwise,top chord shall hve properly attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. AppTplates to each face of truss and 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 AN IN/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 pronessional engineering responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 10; and use of this cawing 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 SEAN:13238/ HIP_ Ply: 1 Job Number: 1019028 Gust:R R7175JRef:1 WPc71750004 T35 / FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 287.19.1314.51911 Truss Label: FG6 / RTT 10/14/2019 1'11"14 , 2'1114 3'1114 5'1111 1'11"14 1' I 1' I 1'11"14 e3X5 C A\ U. 12 13.42 7 N. 1 c.n �2X4(D8R) 2X4(D8R) A E 1- I-. 511"11 -I 1'11"14 2' 1'11"14 1'11"14 3'11"14 �" 5'1111 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 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 G 999 240 A* 2 /- /- /- /- /- BCDL: 10.00 Category:NA Snow Duration: - HORZ(LL):0.000 - - - A Brg Width=71.7 Min Req=- Des Ld: 42.00 EXP:NAKzt:NA HORZ(TL):0.000 F - - Bearing A is a rigid surface. NCBCLL:0.00 Mean Height:NA ft TCDL:NA psf Code I 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 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Plating Notes All plates are 1.5X4 except as noted. 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. C95 aNFF GIX02 L.C1 83294PE 'D OREGON c 4sseI$Targe Renewal 8/3012020 10/15/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNEUUS OR 97113 Component Safety Information,by TPI an 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 bracinginstalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the JoinffDetails, unless noted otherwise. Refer to A PIN 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 ANcOMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawRw drawing or cover page listing this drawing indicates acceptance of prooesslonal engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per 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:13211/ HIP_ Ply: 1 Job Number: 1019028 Cust R R71 75JRef:1WPc71750004 721 / FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 287.19.1314.51692 Truss Label: FG7 / RTT 10/14/2019 2'5"14 4'11"11 2'5"14 2'5"14 =4X5 B T 12 rte' 0 13.42 W 2X4(D8R) tk 1x4(D8R> I D 1111.5X4 H 4'1111 -{ 2'5"14 7514 hI2,5"14 - 4'11"11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: 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 D 999 240 A* 2 /- /- /- /- /- BCDL: 10.00 Category:NA Snow Duration: - HORZ(LL):0.000 - - - A Brg Width=59.7 Min Req=- Des Ld: 42.00 EXP:NAKzt:NA HORZ(TL):0.000 D - - Bearing A is a rigid surface. Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Members not listed have forces less than 375# NCBCLL:0.00 TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2015 Max TC CSI: 0.002 Load Duration:1.15 MWFRS Parallel Dist:NA TPI Std:2014 Max BC CSI: 0.002 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: 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. ,(ItEO PROFESS O�5 ��GINF � .,f Lif83294PE 9 Lr 13OREGON ‘v 0.5 14,20� e f., LY Tans` Renewal 6/30/2020 10/15/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)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 propperi attached rigid ceiling. Locations shown for permanent lateral restraint Of webs shall have bracing installed per BCSI sections B3,B7 or B10y as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. (tefer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the usITW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover paste, listing this drawing indicates acceptance of pro essiona engineering responsibili y solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 10; and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For 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:13240/ HIP_ Ply: 1 Job Number: 1019028 Cost:R R7175JRef:1 WPc71750004 711 / FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 287.19.1314.52237 Truss Label: FG8 / RTT 10/14/2019 41110 9'11"3 I• +-F 4'11"10 - 11114--I---2' I A3x58--{ (ryP) D A\ 12 a 13.42 7 .p k2X4(D8R) o2XAi8R) � ■ ■ �,� ■ I- 911"3 -I 9113 II 9'11"3 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: NA Pg:25.0 Ct: - CAT: - PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed:NA mph Pf:21.2 Ce: - VERT(LL):0.000 - - 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu: - Cs: - VERT(CL):0.000 H 999 240 A. 2 1- 1- /- /- /- BCDL: 10.00 Category:NA Snow Duration: - HORZ(LL):0.000 - - - A Brg Width=119 Min Req=- EXP:NAKzt:NA HORZ(TL):0.000 H - - Bearing A is a rigid surface. Des Ld: 42.00 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 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Plating Notes All plates are 1.5X4 except as noted. 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. ,�� o PROFESS >O ��� a(', E �� 83294PE1NF9 it ,.....:REG::„..) SY 14, � 1:44SSli T Renewal 8/30/2020 10/15/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNEUUS OR 97113 Component Safety Information,by TPI and SBCA)far safety actices 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 stall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections 63,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 Buildin4Components Group Inc..shall not be responsible for any deviation from this drawing anw y failure to build the AN 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 roiessionai engineering responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 107 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.alpineilw.com;TPI:www.tpinst.org;SBCA www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:16511 HIPS Ply: 2 Job Number: 1019028 Cust:R7175 JRef:1WPc71750004 753 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 288.19.1240.52050 Truss Label: G BFR / RTT 10/15/2019 I 5 5 2 Complete Trusses Required 311"4 , 5'1"12 811"12 12712 "I 14'0"ft 17'11"8 3'11"4 1'2"8I 3'10" 3'10" 1'2"8 3'11"4 12 III4X8 =3X5 1111.5X4 =3X5 1114X8 6 B C D E F T ° // =6X6 =6X6 A G zn - W l - W2 ...//N M L K J I lH 1113X5 =3X10 1114X8 =3X10 1114X8 =3X10 0 1113X5 Jr 17'11"8 1 3'6"41'4" 4'1"8 4'1"8 _ 1'4" 3'6"4 3'6"4 + 4'10"4 8'11"12 13'1"4 145 17'11"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 Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.088 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.147 D 999 240 N 4984 1- /- /- /130 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.023 B - - 0 2276 /- /- /- /104 /- Des Ld: 42.00 EXP.B Kzt:NA HORZ(TL):0.039 B - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 N Brg Width=5.5 Min Req=2.7 TCDL:42 psf Bldg Code: IRC 2015 Max TC CSI: 0.362 0 Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:6.0 psfBearings N&0 are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.641 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:0.752 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:19.02.00.1001.20 A-B 97-3178 D-E 108 -2701 Lumber Wind B-C 100-3281 E-F 82 -1726 C-D 108-2701 F-G 80 -1030 Top chord 2x4 HF#2 Wind loads and reactions based on MWFRS. Bot26 n Webss 2x4:H:HF Standard rd+HF Stud: Maximum Bot Chord Forces Per Ply(lbs) :W2,W12 2x4 DF-L#2: Chords Tens.Comp. Chords Tens. Comp. Nailnote M-L 2832 -85 K-J 1802 -85 L-K 3251 -101 J-I 1440 -70 Nail Schedule:0.131"x3",min.nails Top Chord:1 Row ©12.00"o.c. Bot Chord:1 Row @ 3.75"o.c. Maximum Web Forces Per Ply(lbs) Webs :1 Row l 4"o.c. Webs Tens.Comp. Webs Tens. Comp. Use equal spacing between rows and stagger nails in each row to avoid splitting. A-N 72-2179 E-J 24 745 A-M 2897 -84 J-F 940 -40 Special Loads B-L 1475 -49 I-G 1448 -69 ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) C-K 131 -684 G-H 61 -1116 TC:From 66 plf at 0.00 to 66 plf at 3.94 K-E 1118 -29 TC:From 33 plf at 3.94 to 33 plf at 14.02 TC:From 66 plf at 14.02 to 66 plf at 17.96 '! �Q PRco S BC:From 10 Of at 0.00 to 10 plf at 14.07 4 .S BC:From 20 plf at 14.07 to 20 plf at 17.96 O>� G 1 N s/ BC: 197 lb Conc.Load at 3.89, 4BC: 737 lb Conc.Load at 1.00 3..007 ((// 83294PE�� O9 BC: 141 lb Conc.Load at 4.00,6.00,8.00,9.96 Lc 11.96,13.96 BC:3481 lb Conc.Load at 4.87 Purlins OREGON In lieu of structural panels use purlins to brace all flatCTC @ 24"oc. i) Z (/ LY14,2pd4 2 S8ell Tarty Renewal 6/30/2020 10/15/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricatingfbr,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 ComponentSafety Information,by TPI an SBCA) safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracingper BCSI.Unless noted olherwise,to chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling. Locations shown for permanent lateral restraint Of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face,of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildl1'na1 Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the AN I1W COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listingthis drawing,indicates acceptance of protesslonaf engineeringresponsibility solely for the design shown. The suitability 8801 Folsom Suite 10i and use of this awing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. Sacramento,CA Blvd.,Suite For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org SEQN:13295/ HIPS Ply: 1 Job Number: 1019028 Cost:R R7175JRef:1WPc71750004 T64 / FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 287.19.1314.51894 Truss Label: H / MI" 10/14/2019 2'3"8 711"4 - 11' 14'0"12 19'8"8 22' 2'3"8 5'7"12 3'0"12 3'0"12 5'7"12 2'3"8 =4X5 1111.5DX4 =4X5 12 El C 61/ cn v °65 �4F5 I 0 ��I v. II W2 N/R 41 A I Y MN m 111 �I G Ls-5 =2X4(A1) 1 L K J I I'gl H e2X4(A1) 1112X4 1114X5 =3X7=4X5 1114X5 1112X4 I-2' j 18' j 2'- 2'1"12 56" 3'4"4 1' 66" 2'1"12 2'112 I T7'12 - 11' I 12'j 19I '10"4 22' 2'4"4 14'4"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.053 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.090 D 999 240 M 1548 /- /- /- /81 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.010 C - - H 1548 /- /- /- /81 /- Des Ld: 42.00 EXP:B KztNA HORZ(TL):0.017 C - - Wind reactions based on MWFRS Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 M Brg Width=5.5 Min Req=1.5 NCBCLL:offit10.00 TCDL:42 psf H BrgWidth=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.420 Bearings M&H are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.379 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:0.638 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 146-1917 D-E 138 -1856 Lumber C-D 138-1856 E-F 146 -1917 Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 DF-L#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4:HF Standard+HF Stud::W2,W8 2x4 DF-L Standard+DF-L Stud: L-K 1622 -118 J-I 1622 -118 Special Loads K-J 1622 -118 -(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 66 plf at 0.00 to 66 plf at 7.94 Maximum Web Forces Per Ply(lbs) TC:From 33 plf at 7.94 to 33 plf at 14.06 Webs Tens.Comp. Webs Tens. Comp. TC:From 66 plf at 14.06 to 66 plf at 22.00 M-B 137-1392 K-E 396 -32 BC:From 20 plf at 0.00 to 20 plf at 7.95 BC:From 10 plf at 7.95 to 10 plf at 14.05 B-L 1452 -100 I-F 1453 -100 BC:From 20 plf at 14.05 to 20 plf at 22.00 C-K 396 -32 F-H 137 -1392 BC: 497 lb Conc.Load at 7.95,14.05 BC: 234 lb Conc.Load at 10.00,12.00 Loading Bottom chord checked for 10.00 psf non-concurrent live load. �4 O PROFESS Purlins 045 _t iNe , X02 In lieu of structural panels use purlins to brace all flat 83294PE TC @ 24"oc. /-- Wind Wind loads and reactions based on MWFRS. Left and right cantilevers are exposed to wind OREGON -• 20e e 4s `ZC 14Sen Targe Renewal 6/30/2020 10/15/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing..Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety actices prior to performing these functions. Installers shall_provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face.of truss and position as shown above and on the JointDetails, unless noted otherwise. rtefer to ,4 LP NE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the usnwCOMPANY tniss in conformance with ANSI/TPI 1,or for handling,shipping,installatidn and bracing of trussesA seal on this drawing or cover page, listing this drawing,indicates acceptance of roTessionai engineering responsibilitysolely 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 Desiger per ANSI/TPI 1 Sec.2. Sacramento,CA 95826 Sui 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:13292/ HIPS Ply: 1 Job Number: 1019028 Cyst:R R7175JRef:1 WPc71750004 T17 / FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 287.19.1314.51693 Truss Label: H1 / RTT 10/14/2019 2'1"12I 6'6" 9'11"4 12'0"12 15'6" 19'10"4 22 2'1"12 4'4"4 3I 'S"4 2'1'8 3'5"4 4'4"4 2'1"12 =4XD5 =4X5 E a al 12C5 '‘'3X56 M M 1111.8X4 1111.G4 A H 2X4(A1) n L =3 KK 5 =5X J -31X51 =2X4(A1) =3X5 I---2' A 18' A 2'--{ 2'3"8 7'4"4 2'4"4 I 78"8 I 2,3"8 I 2'3"8 9712 12' 191r8 22' 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): 0.026 K 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.043 K 999 240 L 1015 /- /- /456 /- /72 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.015 G - - I 1015 /- /- /456 /- /- 42.00 EXP:B Kzt:NA Des Ld: HORZ(TL):0.024 G - - Wind reactions based on MWFRS Des d: :10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 L Brg Width=5.5 Min Req= 1.5 NCTCDL:4.2 psf I Brg Width=5.5 Min Req=1.5 Soffit: 2.00 BCDL:6.0sf Bldg Code: IRC 2015 Max TC CSI: 0.230 p Bearings L&I are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.421 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.621 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 228 -818 E-F 227 -814 D-E 239 -663 Lumber 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. L-K 747 -128 J-I 746 -130 Loading K-J 661 -50 Bottom chord checked for 10.00 psf non-concurrent live load. Maximum Web Forces Per Ply(lbs) Truss designed for unbalanced snow loads. Webs Tens.Comp. Webs Tens. Comp. Purlins L-C 251 -983 F-I 253 -979 In lieu of structural panels use purlins to brace all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind ��Rso PROPS. , aGINFF 'O 83294PE y �- CC .!� OREGON 3 `V 1Y 14,200° Qr 4-sell Tal'4 Renewal 6/30/2020 10/15/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall pprovide temporary (503)357-2118 Ext bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing ins-tailed per BCSI sections B3,B7 or B10, as applicable. AppTy plates 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 Build'nag Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the AN my COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pane, listingthis drawing indicates acceptance of proTessionaf en ineerina responsibilitysole) for the design shown. The suitability 8801 Folsom Blvd.,Suite 10. and se of this drawing for any structure is the responsibility of the BuildinDesigner per ANSI/TPI 1 Sgec.2. Sacramento, lCA95826 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 SEQN:13290/ SPEC Ply: 1 Job Number: 1019028 Cush R R7175JRef:1 WPc71750004 T32 / FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 287.19.1314.51941 Truss Label: H2 / RTT 10/14/2019 2'112 6'6" 11' 15'6" 20' 2,1„12 4,4„4 "I 4,6„ -I 4,6„ -I 4,6„ I =4X5 D 6 j„../ CS ''',.3X5 M I E2 in HI 1111.5X4 B F i r M A =2X4(A1) _13X51 =3H7 1113 5 G I- -2' j 18' j 2'3"8 85"8 9' I 2,3"8 11' 20' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.026 H 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.044 H 999 240 I 967 /- 1- /464 /- /77 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.014 F - - G 746 /- /- /335 /- /- Des Ld: 42.00 EXP.B Kzt:NA HORZ(TL):0.024 F - - Wind reactions based on MWFRS Mean Height:15.00 ft Code I Misc Criteria Creep Factor:2.0 I Brg Width=5.5 Min Req=1.5 NCBCLL:10.00 TCDL:4.2 psf G Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:6.0sf Bldg Code: IRC 2015 Max TC CSI: 0.283 P Bearings I&G are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.737 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.609 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 236 -773 D-E 260 -775 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: I-H 700 -183 H-G 764 -198 Loading Maximum Web Forces Per Ply(lbs) Bottom chord checked for 10.00 psf non-concurrent live load. Webs Tens.Comp. Webs Tens. Comp. Truss designed for unbalanced snow loads. I-C 272 -955 E-G 241 -892 Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind ���Ep PROF,. �5 ,AGINE- /G2 83294PE 7 LC 00,0,r OREGON 73 C "SLY 14,20d QJ 4SSeii Tac” Renewal 6/3012020 10/15/2019 **WARNING*" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per SCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Ap Tplates 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 m 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 orooessionar engineering responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 107 and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Stc.2. 880Sac1amento,BlC95826 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:13298/ SPEC Ply: 1 Job Number: 1019028 Cust:R 7175 JRef:1WPc71750004 T56 FROM:IKE Qty: 2 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 287.19.1314.51972 Truss Label: H3 / RTT 10/14/2019 2'112 6'6" 11' 156" 19'9"10 2'1"12 4'4"4 I 4'6" - 4'6" 4'3"10 H 4X5 D 6 C5 '-','3X5 rdo t12 j .)0 co III III1.5X4 B F _ to .16 NEk A r 2X4(A1) I 'll SEQN:19162 SPEC Ply: 2 Job Number: 1019028 Cust:R 7175 JRef:1WPc71750004 T59 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT2 DiwNo: 288.19.1240.00110 Truss Label: H4 BFR / RTT 10/15/2019 I 5 5 2 Complete Trusses Required 4'8"8I 9' 13'3"8 1T9"10 4'8"8 4'3"8 4'3"8 4'6"2 1114X5 12 6 Idi5X5 E ■ ■ ,:-.-2, I H G F 1113X5 1116X10 =4X8 =5X5 1113X5 A 17'910 1 45" 47" 47" 4210 I 4'5" 9' 13I '7" 17I '9"10 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 lac Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.072 I 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.119 I 999 240 J 5291 /- /- /- /34 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.016 B - - F 3481 /- /- /- /43 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.027 B - - Wind reactions based on MWFRS Mean Height:15.00 ft Code I Misc Criteria Creep Factor:2.0 J Brg Width=5.5 Min Req=2.8 Soffit: 2.0.00 TCDL:4.20 psf F BrgWidth=- Min Req=- Soffd: 2.00 Bldg Code: IRC 2015 Max TC CSI: 0.432 BCDL:6.0 psf Bearing J is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.775 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:0.844 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 30-3239 C-D 29 -2049 B-C 29-2048 D-E 29 -2327 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x8 DF-L#2 Webs 2x4:HF Standard+HF Stud: Chords Tens.Comp. Chords Tens. Comp. :W2,W8 2x4 DF-L#2: I-H 2790 -25 H-G 2044 -24 Nailnote Nail Schedule:0.131"x3",min.nails Maximum Web Forces Per Ply(lbs) Top Chord:1 Row @12.00"o.c. Webs Tens.Comp. Webs Tens. Comp. Bot Chord:1 Row @ 3.25"o.c. A-J 27-2070 C-H 1655 0 Webs :1 Row t) 4"o.c. A-I 2880 -21 G-E 2087 -21 Use equal spacing between rows and stagger nails in each row to avoid splitting. I-B 1111 -41 E-F 27 -1567 B-H 5-1222 Special Loads ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 66 plf at 0.00 to 66 pif at 17.80 BC:From 10 plf at 0.00 to 10 plf at 17.80 BC:1962 lb Conc.Load at 2.00 p PRO BC:1887 lb Conc.Load at 4.00 E R S BC: 640 lb Conc.Load at 6.00 .(� is BC: 679 lb Conc.Load at 8.00 c� aG.N FF �O BC: 518 lb Conc.Load at 10.00 Si BC: 657 lb Conc.Load at 12.00 t[// 83294PE 7 BC: 567 lb Conc.Load at 14.00 Cr BC: 515 lb Conc.Load at 16.00 Wind Wind loads and reactions based on MWFRS. OREGON r 'In 14,20°� 0 �°seli Ta" Renewal a/3012020 10/15/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafely 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 sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, /4614 as applicable. ApplPlates to each faceof 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.1Components Group Inc..shall not be responsible for any deviation from this drawin any failure to build the AN MH COMPANY truss In conformance with ANSI/TPI PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing Indicates acceptance of proessional engineering responsibili ysolelyforthe 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. 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:13312/ HIPS Ply: 1 Job Number: 1019028 Cust:R R7175JRef:1 WPc71750004 726 / FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 287.19.1314.52192 Truss Label: K / RTT 10/14/2019 2'3"8 7'11"4 10V12 15'8"8 18' I' I2'3"8 5,7"12 2,1"8 5'7"12 2'3"8 H =4X5 =4X5 C D C 12 6 V CI v 36X5 '-z-3X5 10 W2 `- i a3 AI O + O F 2X4(A1) JM I H n =2X4(A1) 1111.5X4 3X5 =3X10 1111.5X4 I--2' 1 14' 1 2'--{ 2'1"12 5'6" 2'6"12 5'712 2'1"12 2'1"12 7'7"12 10'2"8 15'10"4 18' Loading Criteria(int) 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): 0.026 I 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.045 I 999 240 J 1231 /- /- /- /59 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.003 C - - G 1231 1- /- /- /59 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.006 C - - Wind reactions based on MWFRS Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 J Brg Width=5.5 Min Req=1.5 NCBCLL:10.00 TCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.403 G Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:6.0 psfBearings J&G are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.300 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.217 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 B-C 110-1387 D-E 111 -1395 C-D 85-1160 Lumber Top chord 2x4 HF#2 Bot chord 2x6 DF-L#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4:HF Standard+HF Stud::W2,W6 2x4 DF-L Chords Tens.Comp. #2: I-H 1141 -84 Special Loads -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Maximum Web Forces Per Ply(lbs) TC:From 66 plf at 0.00 to 66 plf at 7.94 Webs Tens.Comp. Webs Tens. Comp. TC:From 33 plf at 7.94 to 33 plf at 10.06 J-B 116-1094 H-E 1033 -72 TC:From 66 plf at 10.06 to 66 plf at 18.00 B-I 1028 -70 E-G 117 -1092 BC:From 20 plf at 0.00 to 20 plf at 7.95 BC:From 10 plf at 7.95 to 10 plf at 10.05 D-H 394 -3 BC:From 20 plf at 10.05 to 20 plf at 18.00 BC: 497 lb Conc.Load at 7.95,10.05 Loading Bottom chord checked for 10.00 psf non-concurrent live load. ���9 PROFS Purlins .„,f? _.011,4k- „.01NF S/0 In lieu of structural panels use purlins to brace all flat O �� F,Q 2 TC @ 24"oc. 83294PE 7 cr Wind /r Wind loads and reactions based on MWFRS. Left and right cantilevers are exposed to wind 4 OREGON `VLY 14,20e � Snell Tari Renewal 6/30/2020 10/15/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI end SOCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCS!.Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for 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 JoinfDetails, unless noted otherwise. Refer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa e, listingthis drawing,indicates acceptance of oroessionat engineering responsibilitysole) for the design shown. The suitability 8801 Folsom Suite 10i and se of this awing for any structure Is the responsibilityofthe Buildig Designer perANSI/TPI 1 Sec.2. SaFolsommento,Blvd.,C95826 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 SEQN:13314/ COMN Ply: 1 Job Number: 1019028 Cust R R7175JRef:1 WPc71750004 T37 / FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 287.19.1314.52176 Truss Label: K1 / RTT 10/14/2019 278 9' 188"8 18 I 2,3"8 6'8"8 6'8"8 2'3"8 lir 4X5(R1) • 6 12 in 0 'v g 3X53X5 B D I A E 2X4(A1) H G n =2X4(A1) 1111.5X4 =3X7 1111.5X4 2' 1 14' 1 2'- 71"12 6'10"4 6'10"4 71"12 2,1"12 9' 15'10"4 18' Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TOLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefi U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.012 G 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.021 G 999 240 H 771 1- /- /378 /- /66 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 D - - F 771 /- /- /378 /- I- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.005 D - - Wind reactions based on MWFRS Mean Height:15.00 ft Code/Misc Criteria CreepFactor:2.0 H Brg Width=5.5 Min Req=1.5 NCBCLL:10.00 TCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.603 F Brg Width=5.5 Min Req=1.5 Soffit: 2.00 BCDL:6.0 psfBearings H&F area rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.375 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.210 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 188 -623 C-D 188 -623 Lumber Top chord 2x4 HF#2 Maximum Web Forces Per Ply(Ibs) Bot chord 2x4 HF#2 Webs Tens.Comp. Webs Tens. Comp. Webs 2x4:HF Standard+HF Stud: H-B 287 -666 G-D 413 -81 B-G 413 -81 D-F 287 -666 Loading Bottom chord checked for 10.00 psf non-concurrent live load. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind PROp, 00 f 14G%NF '0 83294PE 9 OREGON 15 '2Ly 14,20 Q! 4Sse11 Tang, Renewal 6130/2020 10/15/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building 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 bracing9 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 ,4'�'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 AWN//CO„py tn.] mss conformance with ANSI/TPI 1,or for handling,shipping,installation and braciw ng of trussesA seal on this drawing or cover page listing this drawing Indicates acceptance of proTessional engineering responsibility solely for the design shown. The sui£ability 8801 Folsom Blvd.,Suite 101 and use of this 8 awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Sacramento,80BlC95Sui For more information see this lob's general notes page and these web sites:ALPINE:www.alpineiiw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org SEAN:19279 COMN Ply: 2 Job Number: 1019028 Gust:R7175 JRef:1WPc71750004 T47 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 288.19.1241.12247 Truss Label: K2 BFR / RTT 10/15/2019 I S s 2 Complete Trusses Required 10'02 1'0-1 2'3"8 574 7'11"4 9' I 12'9"12 15'8"8 18' 1 2'3"8 2'1092 I 29" I 1'0"12 2'9" 2'10"12 2'3"8 1114X5 E -`- 1111.50X4 .' 1111.5E 4 12 6 V ,03X5 %3X5 C r' I .4X8 A �' w2 no.. �` I � El W 2X4(A1) On N M L K P -2X4(A1) 1113X5 =4X12 =5X7 =5X7 =4X12 1113X5 I---2' * 14' 1 2'-H 2712 278 37 2'1"83'3" 26"8 2'112 2'1"12 4'8"4 7'11"4 I 10.0"12' 13312 15'10"4 I 18' I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.045 L 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.076 L 999 240 0 3217 /- /- /- /94 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.012 C - - J 4567 /- /- /- /61 /- EXP:B Kzt:NA HORZ(TL):0.020 C - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:15.00 ft ( ) NCBCLL:0.00 TCDL:4.2sf Code/Misc Criteria Creep Factor:2.0 0 Brg Width=5.5 Min Req=1.5 Soffit: 2.00 p Bldg Code: IRC 2015 Max TC CSI: 0.180 J Brg Width=5.5 Min Req=2.1 BCDL:6.0 psf Bearings 0&J are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.716 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.914 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 B-C 62-1815 E-F 60 -2305 Lumber C-D 80-2282 F-G 62 -2347 D-E 77-2239 G-H 43 -2499 Top chord 2x4 HF#2 Bot chord 2x6 DF-L#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4:HF Standard+HF Stud: :W2,W11 2x4 DF-L Standard+DF-L Stud: Chords Tens.Comp. Chords Tens. Comp. Nailnote N-M 1658 -56 L-K 2204 -39 M-L 1823 -54 Nail Schedule:0.131"x3",min.nails Top Chord:1 Row @12.00"o.c. Bot Chord:1 Row @ 3.75"o.c. Maximum Web Forces Per Ply(lbs) Webs :1 Row @ 4"o.c. Webs Tens.Comp. Webs Tens. Comp. Use equal spacing between rows and stagger nails in each row to avoid splitting. O-B 60-1471 M-E 845 61 B-N 1562 -48 E-L 1130 0 Special Loads N-C 37 -631 K-H 2069 -33 ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) C-M 484 -26 H-J 46 -1918 TC:From 66 plf at 0.00 to 66 plf at 18.00 BC:From 20 plf at 0.00 to 20 plf at 8.00 BC:From 10 plf at 8.00 to 10 plf at 14.00 .., PROFF BC:From 20 plf at 14.00 to 20 plf at 18.00 ''S BC:2383 lb Conc.Load at 8.00 \@� G I N F Si0 BC:1306 lb Conc.Load at 10.00,12.00,14.00 >LO g3294PE�� y Wind Q" ..,„„,..- Wind loads and reactions based on MWFRS. • Left and right cantilevers are exposed to wind OREGON 13 `VLY14,20°8 Q 4SSeIl Tang Renewal 6/30/2020 10/15/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling plates shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. ApZ pTr piastaes td plate paceonsruss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE - 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 my COMPANY truss in conformance with ANSI/WI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing,Indicates acceptance of prooesstonaT engineering responsibility solely for the design shown. The sultability 8801 Folsom Suite 10i and use of this awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Sacramento,Folsom 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:13193/ EJAC Ply: 1 Job Number: 1019028 Cost:R R7175JRef:1WPc71750004 T29 / FROM:IKE Qty: 38 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 287.19.1314.51694 Truss Label: X / FIT 10/14/2019 238 7114 2'3"8 5712 101.5XC4 T ri 12 6 !/ m E. 038X5 E. �j A M'� 01%11 2X4(A1) E''-. D 1113X5 1111.5X4 I-2' 1 5'11"4 i 2'1"125'9"8 2'1"12 I 7'11"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL):-0.004 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):-0.008 E 999 240 E 466 1- /- /255 /- /65 BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.002 C - - D 234 1- /- /109 /22 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.003 C - - Wind reactions based on MWFRS Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 E Brg Width=5.5 Min Req=1.5 NCBCLL:10.00 TCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0460 D Brg Width=- Min Req=- Soffit: . 2.00 BCDL:6.0 psf Bearing E is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.271 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.105 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 CAC member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind �0:Le PROF.SS 4. �,� .xGINF /O 83294PE � -p OREGON `Ztr1a,ZpP 2 4*Sell Ta" Renewal 6/3012020 10/15/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS PORN ox 468UUS OR 97113 Trusses require extreme care in fabricating,handling,shipping,installing and bracing..Refer to and follow the latest edition of BCSI(Building COR 357-2118 Ext Component Safety Information,by TPI and SBCA)fr safety actices prior to performing these functions. Installers shall provide temporary /4161\bracing per BCSI.,Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached riggid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the usnsucc.' 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 esstona engineeringresponsibility 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 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:13189/ EJAC Ply: 1 Job Number: 1019028 Cost:R 7175 JRef:1 WPc71750004 T22 FROM:IKE Qty: 9 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 287.19.1314.52019 Truss Label: X1 / RTT 10/14/2019 2'3"8 511"4 2,3"8 I- 3,7"12 1111.5XQ4 T 12 s 3B 5 0 in A �Mfil =2X4(A1) E�=� 1113X5D 1111.5X4 2' 1 311"4 1 2'1"12 378 8 2112 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 lac L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.003 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.006 E 999 240 E 398 /- /- /223 /- /49 BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL):-0.001 C - - D 141 /- 1- /54 /21 /- 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 D BrgWidth=- Min Re Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.212q= Bearing E is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.094 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.084 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_so PROFS O�� aGINFF �O 83294P£ 7 ir /fir 13� OREGON rZLY 14.aleoF 4, LY Ta1I Renewal 6/30/2020 10/15/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component S fety Information,by TPI an SBCA)fr safety practices prior to performing these functions. Installers shall Provide temporary (503)357-2118 Ext bracing Per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing9 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. F7efer 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 COCOMPANYtruss in conformance with ANSI/TPI 1,or for handling,shipping,installatidn and bracing of trussesA seal on this drawing my or cover page listing this drawing,indicates acceptance of oroTessionar engineering responsibility solely for the design shown. The suitability 8801 Folsom Suite 10i and use of this awing for any structure is the responsibility of the Building Designer per-ANSI/FPI 1 Sac.2. 8801 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:19287 COMN Ply: 1 Job Number: 1019028 Cust:R7175 JRef:1WPc71750004 T62 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 288.19.124129737 Truss Label: X2 BFR / RTT 10/15/2019 2'10"12 5'11"4 F 21012 3'0"8 1111 C5X4 -1- _ i 12 8 2 0.3X5 0 N o e v. 3X5 1 AA F =5XE 5 1113X5D 1111.5X4 A 5'11"4 A 27"4II3'4" 27"4 - 5'11"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.010 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.016 E 999 240 F 761 /- /- /- /35 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.003 C - - D 1250 /- /- /- /69 /- EXP:B Kzt:NA HORZ TL:0.005 C - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:15.00 ft ( ) NCBCLL:10.00 TCDL:4.2sf Code/Misc Criteria Creep Factor:2.0 F Brg Width=5.5 Min Req=1.5 Soffit: 2.00 P D Brg Width=- Min Req=- BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.107 Bearing F is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.633 RepFac:Varies by Ld Case Max Web CSI:0.432 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. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.18.02.01A.0205.19 A-B 55 -934 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 DF-L#2 Chords Tens.Comp. Webs 2x4:HF Standard+HF Stud: E-D 734 -43 Special Loads -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. TC:From 66 plf at 0.00 to 66 plf at 5.38 TC:From 50 plf at 5.38 to 50 plf at 5.94 A-F 51 -772 E-B 737 -12 BC:From 10 plf at 0.00 to 10 pit at 5.94 A-E 848 -46 B-D 52 -912 BC: 79 lb Conc.Load at 1.00 BC: 739 lb Conc.Load at 3.00 BC: 510 lb Conc.Load at 5.00 BC: 243 lb Conc.Load at 5.33 Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind �¢ED PROpFs Wind loads and reactions based on MWFRS. `zk G NO d'jO Right end vertical not exposed to wind pressure. .(j 4 1 F,Q 2 83294PE '7 Ct00,,.....- OREGON SLY 14,20� Q� 4S8e11 TaiA(c Renewal 6/30/2020 10/15/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Son 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 Cotbraciing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3,B7 or B10, as applicable. 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 Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the A RN,COMPANY bliss 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 rofesslonaf engineerin.g res onslbilit sole) for the design shown. The suitability 8801 Folsom Suite 10: and se of this rawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Sac1 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 SEAN:13199/ HIP_ Ply: 1 Job Number: 1019028 Cust:R 7175 JRef:1 WPc71750004 T31 FROM:IKE Qty: 6 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 287.19.1314.52238 Truss Label: CG1 / RTT 10/14/2019 ' 3,2"13 7214 _ 1113 3'2"13 4'0"1 3'10"5 I111.5XX4 Di 12 ,3X5 ifi: 4.24 p C lliiiiiiiiiiiiiiiiiiiiiiirl v etTe o-3X5Btc Aoir /M- -2X4(A1) F=3XE 5 1)3X5 G 1111.5X4 I-2'9"3 1 84' ,i 3'1"1 _ 3'10"5 4'1"13 3'1"1 6'11"6 11'1"3 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.007 G 999 360 Loc R+ /R- /Rh /Rw /U /RL BOLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.013 G 999 240 G 594 /- /- /18 /44 /- BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL):-0.002 D - - E 263 1- /- /8 /36 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.004 D - - Wind reactions based on MWFRS Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 G Brg Width=7.8 Min Req=1.5 NCBCLL:10.00 TCDL:4.2 psf E Br Width=- Min Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.188 Bearing G is a rigid surface. Req Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.241 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:0.197 Maximum Web Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Webs Tens.Comp. Webs Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.01A.0205.19 G-B 15 -477 B-F 387 -36 Lumber Top chord 2x4 HF#2 Bot chord 2x6 DF-L#2 Webs 2x4:HF Standard+HF Stud: Special Loads --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 2 plf at 0.00 to 2 plf at 11.10 BC:From 2 plf at 0.00 to 2 plf at 11.10 TC: 80 lb Conc.Load at 0.00 BC: 158 lb Conc.Load at 2.66 BC: 49 lb Conc.Load at 5.49 BC: 273 lb Conc.Load at 8.32 Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind ' PROp Wind loads and reactions based on MWFRS. S Right end vertical not exposed to wind pressure. `G, G 1J N F�+ /O Left cantilever is exposed to wind ,C9 4� • 83294PE .e� OREGON ~y SLY 14,20# e $0011 Tar*- R...«r 0/30/2020 10/15/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNEUUS OR 97113 Component Safety Information,byTPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face 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 AN ITS,;COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installatidn and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pro esslona engineering responsibility solely for the design shown. The suitability and Blvd.,Suite 10i Sacramento, Folsom and use of this awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sac.2. CA 95826 For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org SEQN:16508 HIP_ Ply: 1 Job Number: 1019028 Cust:R7175 JRef:1WPc71750004 T2 FROM:IKE Qty: 4 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT2 DiwNo: 288.19.1241.38713 Truss Label: CG2 BFR / RTT 10/15/2019 3213 834 I- I3'2"13 5'0"7 1111.5XC4 4.24 12 ...iiiiiiill 3X5 v B in in A 2X4(A1) '-� D E 1113X5 1111.5X4 I 273 -1 86'1 A 311 5'2"3 3'1"1 8'3"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph N:21.2 Ce:1.1 VERT(LL): 0.010 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.024 E 999 240 E 629 /- 1- /16 /21 /- BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL):-0.002 C - - D 197 /-31 /- /4 /28 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.005 C - - 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 E Brg Width=7.8 Min Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.365 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: 0.278 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.118 Members not listed have forces less than 375# Loc.from endwall:NA 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:19.02.00.1001.20 E-B 0 -398 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 2 plf at 0.00 to 2 Of at 8.27 BC:From 2 plf at 0.00 to 2 plf at 8.27 TC: 80 lb Conc.Load at 0.00 BC: 158 lb Conc.Load at 2.66 BC: 49 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. ��so PROpt. Right end vertical not exposed to wind pressure. ( S> Left cantilever is exposed to wind O�5 �r1C'IN FFA OZ Lc/ 83294PE y OREGON 13 r •00,..-- 1 \.......1.....) �/0,14,20� e SSeII Tan's Renewal 6/30/2020 10/15/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shippin installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety ractices prior to performing these functions. Installers shall PProvide temporary (503)357-2118 Ext bracing per BCSI.Unless noted Otherwise,top chord shall ha a properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83,B7 or B10, as applicable. Applplates to each face,of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to A IPL NE drawings 160A-Z far standard plate positions. Alpine,a division of 11W 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, listingthis drawing,Indicates acceptance of professional engineerin responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 10i and Use of this awing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Sacramento,CA 95826 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq SEQN:19170 HIP_ Ply: 1 Job Number: 1019028 Cust:R7175 JRef:1WPc71750004 T63 FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 288.19.1241.44973 Truss Label: CG3 BFR / RTT 10/15/2019 37"13 911"15 0'"11 3,213 6'9"1 "2 Ill1.5X4 CD 12 iirio i 4.24 V a 0 3X5 io B A �M� .2X4(A1) =3X5 E G 1111.5X4 F-29"3 k 7'6'7 1 311 69"1 311 9,10"3 ail"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 L/defl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL):-0.009 D 205 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):-0.017 D 999 240 G 563 /- /- /87 /35 /- BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL):-0.004 D - - E 243 /- 1- /68 /35 /- EXP:B Kzt:NA HORZ(TL):0.007 D - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Hei ht:15.00 ft TCDL:4.2 psf NCBCLL:10.00 g Code/Misc Criteria Creep Factor:2.0 G Brg Width=7.8 Min Req=1.5 Soffit: 2.00 Bldg Code: IRC 2015 Max TC CSI: 0.586 E Brg Width=- Min Req=- BCDL:6.0 psf Bearing G is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.455 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:0.243 Maximum Web Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Webs Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.18.02.01A.0205.19 G-B 48 -424 Lumber Top chord 2x4 HF#2 Bot chord 2x6 DF-L#2 Webs 2x4:HF Standard+HF Stud: Special Loads -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 2 plf at 0.00 to 2 plf at 10.30 BC:From 2 plf at 0.00 to 2 plf at 10.30 TC: 80 lb Conc.Load at 0.00 BC: 158 lb Conc.Load at 2.66 BC: 49 lb Conc.Load at 5.49 BC: 330 lb Conc.Load at 8.32 Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind ����p PRop,. Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. 0.5 �_AG I N E•�� X02 Left cantilever is exposed to wind 4, 83294PE y LL /.- OREGON IP 4 `SLY 14,29 CQ' *Sell Tangy Renewal 6/30/2020 10/15/2019 ""WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components ofOregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,ship in installin and bracing. Refer to and follow the latest edition of BCSI(BuildingCORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performingthese functions. Installers shall provide teporar (503)357-2118 Ext bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structual sheathing and bottom chord shall have a properly attachd rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, as applicable. ApDPlates 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 AM IN/ 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 professions) engineering responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 10i and use of this drawing for any structure is the responsibility of the Building Designer per`ANSI/TPI 1 Sec.2. For more information see this jab'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:13184/ JACK Ply: 1 Job Number: 1019028 Cust:R 7175 JRef:1WPc71750004 T28 FROM:IKE Qty: 22 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 287.19.1314.52114 Truss Label: CJ1 / RTT 10/14/2019 12 1111.5X4 6 B A gill ' A %��J�1 i C 1111.5X4 2X4(A1) A 1'11"11 — 1'10"3 1'11"11 ,1$ 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):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):NA A 79 /- /- /39 /- /15 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 C - - C 79 1- /- /41 /3 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.001 C - - Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL:10.00 TCDL:4.2psf Code/Misc Criteria Creep Factor:2.0 A Brg Width=1.5 Min Req=- Soffit: 2.00 Bldg Code: IRC 2015 Max TC CSI: 0.040 C Brg Width=- Min Req=- BCDL:6.0 psf 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:No Max Web CSI:0.026 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. A,cLe PROFFS�, ��� aGIMFt� �O !(/ 83294PE 17 OREGON 13 C `z0'14,200' �e 4ese1!Tarp Renewal 6/30/2020 10/15/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fOsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each 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 Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the AN ITW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and Folsom Blvd.,Suite 1Ui and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 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:13187/ JACK Ply: 1 Job Number: 1019028 Gust:R 7175 JRef:1 WPc71750004 T27 FROM:IKE Qty: 21 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 287.19.1314.52315 Truss Label: CJ2 / RTT 10/14/2019 2'3"8 3'10"3 2'3"8 1,6"11 I111.5XC4 12 6 - 036X5 j sr t/ io r A '11 y iv _ ■ ■LI, =2X4(A1) E=� III3X5D III 1.5X4 I- 2' 1 l'10"3 2,1"12I 1'8"7 2'1"12 3'10"3 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.005 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.009 E 999 240 E 463 /- /- /218 /- /31 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 C - - D 25 /-93 /- /8 /38 /- EXP:B Kzt:NA HORZ(TL):0.002 C - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:15.00 ft E Brg Width=5.5 Min Req1.5 NCBCLL:10.00Code I Misc Criteria Creep Factor:2.0 TCDL:4.2 psf = Soffit: 2.00 BCDL:6.0 psf BldgCode: IRC 2015 Max TC CSI: 0.134 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: 0.058 RepFac:Varies byLd Case Max Web CSI:0.112 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Maximum Web Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Webs Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.18.02.01A.0205.19 E-B 207 -396 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 66 pit at 0.00 to 66 plf at 3.85 BC:From 20 plf at 0.00 to 20 plf at 3.85 TC: 40 lb Conc.Load at 0.00 Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional CSC member design. Right end vertical not exposed to wind pressure. Pep ROpSS Left cantilever is exposed to wind � G 1 N F S'j 83294PE�� 9 /3OREGON `Z/cr 14,zoou 2 4SSell Tan"� Renewal 613012020 10/15/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. '*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing..Refer to and follow the latest edition of SCSI(Building CORNEOUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shallipprovide temporary (503)357-2118 Ext bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord snail have a properly attached rigidiceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the AJCOMPANY truss in conformance with ANSI/PI 1,or for handling,shipping,installation and bracAWN/ng of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of DroTessionaf 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/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10 For more information see this job's general notes page and these websites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEAN:13191/ JACK Ply: 1 Job Number: 1019028 Cost:R R7175JRef:1WPc71750004 T25 / FROM:IKE Qty: 11 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 287.19.1314.51614 Truss Label: CJ3 / RTT 10/14/2019 2'3"8 _I 5'10"3 2'3"8 3'6"11 1111.5XC4 12 400• 1 Li 6 5a 3X5 v B m to 6141 m41 I I A mi gl�� 2X4(A1) E�=� 1113X5D 1111.5X4 I-2' 1 310"3 1 2'1"12 387 2'1"12 5'10"3 Loading Criteria(psi) 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 L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.003 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BOLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.006 E 999 240 E 396 /- /- /222 1- /48 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 C - - D 136 1- /- /51 /21 /- 42.00 EXP:B Kat:NA Des Ld: HORZ(TL):0.002 C - - Wind reactions based on MWFRS Des d: :10.00 Mean Height:15.00 ftNCCode/Misc Criteria Creep Factor:2.0 E Brg Width=5.5 Min Req=1.5 TCDL:4.2 psf Bldg Code: IRC 2015 Max TC CSI: 0.206 D Brg Width=- Min Req=- Soffit: 2.00 BCDL:6.0 psfBearing E is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std:2014 Max BC CSI: 0.090 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.080 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 A. ��� ,O FROp4 0,5 _AGINFF -O 83294PE 7 Lc o.....-- OREGON 13 C SLY 14,Zd0° ,tQ! 4SSell Tat►( Renewal 6/30/2020 10/15/2019 ''VVARNING** READ AND 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 forermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,67 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the JoinFDetails, 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 drawing any failure to build the ANI1W 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 prdYessionaf engineering responsibility solely for the design 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 Sec.2. Sacramento,Folsom Blvd.,C95826 For more information see this job's general notes page and these web sites:ALPINE:www.alpineiiw.com;TPI:www.tpinst.org;SBCA www.sbcindustry.com;ICC:www.iccsafe.org SEQN:13197/ JACK Ply: 1 Job Number: 1019028 Gust:R R7175JRef:1 WPc71750004 T19 / FROM:IKE Qty: 1 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 287.19.1314.51691 Truss Label: CJ4 / RTT 10/14/2019 12 1111.5X4 6 B riA Tdui. 3X5 ..r, i" s., N .....t' t III D5X4 III 3X5 C 1----1'10"3----11, 1'10"3 1'10"3 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.000 B 999 240 D 79 /- /- /37 /- /15 BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL):-0.000 B - - C 79 /- /- /43 /11 /- EXP:B Kzt:NA HORZ(TL):0.000 B - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:15.00 ft ( ) NCBCLL:10.00 TCDL:4.2sf Code/Misc Criteria Creep Factor:2.0 D Brg Width=- Min Req=- Soffit: 2.00 p Bldg Code: IRC 2015 Max TC CSI: 0.050 C Brg Width=- Min Req=- BCDL:6.0 psf 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:0.033 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. . 0e0 PROFS Oma- aGINF , �O a83294PE 7 ...„..-r 134 -is 1 OREGON r SLY 14,204 Q! 4SSeII Ta04� Renewal 6/30/2020 10/15/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building CORNEOUS 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 sllall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face,of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. 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„wC, ,. 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 ProTesslonaf engineeringresponsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 107 For more information see this job's general notes page and these web sites:ALPINE:www.alpinettw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:13195/ JACK Ply: 1 Job Number: 1019028 Cust:R R7175JRef:1 WPc71750004 T18 / FROM:IKE Qty: 3 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 287.19.1314.52115 Truss Label: CJ5 / RTT 10/14/2019 1111.5X64 12 T 6 3X5trimi....._411to A tot T cp M •j14 _ ►— 1113X5 C 1111.5X4 • 3'10"3 1 3103 IH 3'10"3 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.001 B 999 240 D 165 /- /- /79 /- /31 BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL):-0.000 B - - C 165 /- /- /87 /15 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.001 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 D Brg Width=5.5 Min Req=1.5 BldgCode: IRC 2015 Max TC CSI: 0.233 C Brg Width=- Min Req=- Soffit: 2.00 BCDL:6.0 psf Bearing D is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.143 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.112 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 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: 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. ��¢ 0 PROF.Ss 0�5 aG1NE �O 83294PE 7 OREGON 73 `VLY 14,2O 4 Sell Ta" Renewal 6/30/2020 10/15/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per 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 bractn 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 drawin 'any failure to build the aumvcoraur truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of proTesslonat engineering responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 10i and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:13332/ FLAT Ply: 1 Job Number: 1019028 Gust:R R7175JRef:1 WPc71750004 T79 i FROM:IKE Qty: 144 -SOLSTICE CUSTOM HOMES-GREENSWARD PARK LOT 2 DrwNo: 287.19.1314.51707 Truss Label: BP / RTT 10/14/2019 F' 1'4"14 ',110"6 1'4"14 5"811 1 4 11A.5X =3X5 BC iimili imila F, E E 3X5 III 1.5X4 1'10"6-H 1'6"10 .1 3"1 1'6"10 1'10'6 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL):-0.000 C 0 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cy:1.00 VERT(CL):-0.000 D 999 240 F* 84 I- /- /35 /0 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 A - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.000 A - - F Brg Width=22.4 Min Req=- Mean DL:4 ight:2 psf 15.00 ft Code/Misc Criteria Creep Factor:2.0 Bearing F is a rigid surface. S 2.00 TCDL:6.0 Members not listed have forces less than 375# Soffit: 2.00 BCD,:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.039 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:0.029 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. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. Sheathing is required for any longitudinal (drag)forces.All horizontal and vertical diaphragms IgD PROFF and connections shall be designed by the engineer S of record. �4, , G%NL SAO 83294PE 9 LY /3OREGON "!/LY 14,20e ie 4 °sell Tan Renewal 8/30/2020 10/15/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box 468 Trusses require extreme care in fabricating,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)fS'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 sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, of as applicable. Applplates to each face. truss and position as shown above and on the JoinfDetails, unless noted otherwise. Defer to A IPL N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the A,„N,ca,P,,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 pprdfessionai 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 A 8801 Folsom Blvd.,Suite 10: SacNSI/TPI 1 Sec.2. 1amento,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 CLR Reinforcing Vernoer Suostitution T-Reinforcernent 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. ,. 1114 Apply to either side of web narrow face. ,, Attach with 10d (0,128'x3,0',min) nails Notes: 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. �, For minimum alternative reinforcement, re-run design with appropriate reinforcement type. \ \ / MI Use scabs instead of L- or T- reinforcement on webs with Intersecting �(\ /\ truss Joints, such as K-web Joints, that may Interfere with proper application along the narrow face of the web. T-Reinf, L-Reinf, Web Member Specified CLR Alternative Reinforecement Scab Reinforcement: Size Restraint T- or L- Reinf, Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face. MI 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 2-2x4010 minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(3K) 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, I (310 Center scab on wide face of web. Apply (1) scab to each face of web. I. #152) , O PROP s avURNISH T NEAR Arm FOLLOW ALL NOTES RS THIS DDiG THE C LL PSF REF CLR Subst, .mrorrum.FURNISH THIS DRAvu+G m ALL CONTRACTORS n+a_Imu�Trc u<sra�Rs. rij� G 1 N �• — Trusses require extreme core In fobrlcothg,handing,shipping,Installing and broomp Refer to and \ follow the latest edition of SCSI<Building Component Safety Information,by TPI and SBCA)for safety (9 47 FiQ DL PSF DATE 01/02/19 practices prior to perfornhg these functions. Installers hog provide terporary bracing per SCSI. ((/ 83294PE Unless noted otherwise,top chord:Fall have properly attached structurol sheathing and bottom chord Q. ..„,....-- a. ,,,, 1:1- I PSF DRWG BRCLBSUB0119 :Fall have o properly attached rigid ceBlnp Locations shorn for pernanant interni restroht of webs A FI �]r� 1 sfxill have bradnp Instolletl per HEST sections H3,H7 nt SIO,.f. npplbabn dpol pates to each foce A 11L N of truss and position as fFawn above and on the lone. DetWls,uMess noted a ror.ise. :C LL PSF Refer to dnw►p 1GOA-Z for stnntlortl plate poslHons. Alpine,o division of ITV Building Corponents Group Inc.shall not be responsible for any deviation from El , LD. PSF RY c AN W COMPANthis droning arty failure to build the truss h conformance with ANSI/TPI I,or for handing,shipping, instollotion&bracing of trusses. OREGON A seal on this drocYp or cover pagelisting ihis drawing,indicates acceptance of professional 13723 Riverport Drive y solely for he ae,Ion shown' The suiicbwtty and for of t�drawing a•(/ d. Suite 200 fare the respansbBtty°f t3'e awdir'g De'q"er tor I sect. �(, LY 14.10 „F1 R� FAC, Maryland Heights,MO 63043 For more information see this Job's general rates page and these web sites SS. • SPACING ALPD€.ewe.alpineltwcont TPD ww,tphstargl SBCA.wwwsbcMustry.orgl ICC.weeiccsofe.org eif 9O Renewal 6/30/2020 10/15/2019 Commentary: Deflection and Camber Camber may be built into trusses to compensate L = Span of' Truss (inches) for the vertical deflection that results from -the D = Depth of Truss at Deflection Point (inches) application of loads. Providing camber has the following advantages: Recommended Truss Deflection Limits • Helps to ensure level ceilings and floors after dead loads are applied. Truss Type L/D Deflection Limits • Facilitates drainage to avoid ponding on flat or Live Load Total Load low slope roofs. Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical) • Compensates for different deflection Floor of Room-In-Attic 24 L/360 (vertical) L/240 (vertical) characteristics between adjacent trusses. Trusses • Improves appearance of garage door headers Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) and other long spans that can appear to 'sag.' Roof Trusses • Avoids 'dips' in roof ridgelines at the transition Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) from the gable to adjacent clear span trusses. Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) In accordance with ANSI/TPI 1 the Building Designer, through the Construction Documents, shall provide the Scissors Trusses 24 0.75' (horizontal) 1.25' (horizontal) location, direction, and magnitude of all loads attributable -to ponding that may occur due to the design of the roof' drainage system. The Building Designer shall also specify Truss Type Recommended Camber any dead load, live load, and in-service creep deflection Pitched Trusses 1.00 x Deflection from Actual Dead Load criteria for flat or low-slope roofs subject to ponding loads. Sloping Parallel 1.5 x Vertical Deflection from The amount of camber is dependent on the truss type, Chord Trusses Actual Dead Load span, loading, application, etceteras. Floor Trusses (0,25 x Deflection from Live Load) + More restrictive limits for allowable deflection and Actual Dead Load slenderness ratio (L/D) may be required to help control vibration. Flat Roof Trusses (0.25 x Deflection from Live Load) + (1,5 x Design Dead Load Deflection) The following tables are provided as guidelines for limiting deflection and estimating camber. Conditions or Note' The actual dead load may be considerably less than codes may exist that require exceeding these the design dead load. recommendations, or past experience may warrant using more stringent limitations. p PROF 4. BVARNINDOw READ Ate PnlOv ALL PRIES ON THIS DRAWING 5 aGIN00 /O REF DEFLEC/CAMB es1W FURNISH 4ISH THIS DRAWING TO ALL CRITRACIQLS INCLODOIG THE INSTALLERS. 0 Z Trusses require Irene care h fabricating,handling,shipping,installing and bracing. Refer to and 4 83294PE 17 DATE 10/01/14 follow the latest edition of BCSI sef,.(Building Component Safety Informotion,by TPI and SBCA>for safety / pr ctkes pdior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless rated otherrlse,top ed ri d ceiling. properly shown fo structural siren ng and bottom chord DRWG DEFLCAMB1014 wr shall have a properly attached rigid ceiling. Locations shown for permanent lateral restrainttof webs A ILPE A ' shall have bracing Installed per BCSI sections 83,87 or 810,as applicable. Apply plates to each face (] I\`J' oftus drnod ngssiion Aa-s stnovaerd ndopestiohnsint Deta0.s,unless noted otherwise. Alpine, division of ITV Busding Components Group Inc shall t be ponsible for any deviation fro,, OREGON AN ITW COMPANY this drowhg,anY fnllure to b,dld the truss h conformonce with ANSI/TPI 1,or for handling,shipping, ��,t '�+ installation 6 bracing of trusses, r A seal on this drawing or cover pa llstkg this droving,indicates acceptonce of professional 4 �4y 14,20� QI ring re lty safely for the de shosn The sullnblllty and use of this 'Ing Sae s II Tao"' 13389 Lakefront Drive far stnctvet b the resporu�ky of the B di*cg Designer per ANSI/TPI 1 Sect (� Earth City,MO 63045 For more information see this Job's general notes page and these web sites, ALPINE,www.alpheitw,com,TPI,www.tpinst,orgl SBCA.www,sbchdustry.org,ICC,www.Iccsafe.org Renewal 6/30/2090 10/15/2019 E Hip Frame Details Hip Frame B • W4X4, Min, _ � mrAli -F- �, 24"-- • U Common ■ W ■ Trusses 4ililillIiIiIiIik TYPTW1,5X3 ,,;`•111111§ •yp' , 1. ! , Ste ed Hip•�',����111'111ii1.1_• Sy�tem Trusses Purlins ° B I2x4 Chord ��+'m'm 'a'm'�`�_�■I_ Ietback ��� � ! = #1 Hip rI'1111� '6 .11�_�.�I/ i/� �__� � Pli itched1.11E....111....�11. Chord 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 -p Hip Frame jacks to maintain pitch continuity, Section B-B * Hip frame lumber Is SPF, So, Pine, HF, ��' or DFL Standard, Stud grade, or better. 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, H Setback -I- System Trusses Use this detail for: ASCE 7-10 & ASCE 7-16, 140 mph, 30' M.H., Enclosed, Exp C, or Hip Frame - provided by truss manufacturer. ASCE 7-10 & ASCE 7-16, 120 mph, 30' M.H., Enclosed, Exp D, or Hip frame is designed to provide bracing for flat ASCE 7-05, 110 mph, 30' M,H„ Enclosed, Cat II, Exp C, top chords of hip frame system where indicated, Residential, Wind TC DL-4.2 psf, Kzt-1,00 Structural panels must be properly attached directly To hip fr•--- • rlins, ����O PROFS ••WAS•READ NIB FILLUW ALL NOTES ON THIS DRABGIO�� !lr,AGINE1, t REF HIP FRAME ssfP[RTANTe FURNISH THIS DR/HMG TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. 1. Trusses require extreme care h fabricating,handling,shipping,Installing and bracing. Refer to and L 83294PE 'p DATE 01/02/2018 follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)for safety /� lrtdeee no prior to performing these functives. Inetallers shop provide tergiororyy bracing per BCSI. ohoOl noted otherwise,top chord shall Fave properly attached structural shrathing and button chord DRWG HIPFRAME0118 w. shall hove a properly attached rigid ceiling. Locations shown for permanent lateral restraint of rebs ALPINE shall have bracing Installed per BCSI sections H3,87 or 310,as applicable, Apply plates to each face of truss and ppoosition as shown obove nd on the Joint Details,unless noted otherwise, Refer to drarhgs 160A-Z forstaMnrdaplote positions. Alpine, division of ITV 8ullding Lonponents Grouupp Inc.shall t be responsible for yy deviation from OREGON AN TTW COMPANY tide drowkq any failure to bund the truss In conforrance with ANSI/TPI 1,or forhondling,sNpplrq, Installation 4 bracing of trusses. �(/ to A seal on this drawing or cover pa listing this drawing,kdcates acceptance of professional G LY 14,20 ,QJ 13723 River ort Drive a Hip re y solely for the de shown The suftobRty and use of this drewkp s "Ta Suite 200 P for°nom y stru�Mrs b tFr rep°ru6Nty of he Bueding Designer per ANSI/IPI 1 Sect. S e o Maryland Heights,MO 63043 For more Information see this Job's general notes page and these web sties, ALPINE wwwalpinwltecom)TPD wrw.tphstorg)SBCA,wrr.sbchdustry.org)ICC.wwe.Iccsofe,org Renewal 613012020 10/15/2019 * Hip Frame Details Hip Frame W4X4, Min, _ B - 24"--------- —� • • Common • • Trusses P1 MI MI 1 W1,5X3 M �I IIS Typ, ��`"III , E /11.1i0ir�� • Stepped Hip • gegil�ileliir_• System Trusses 2x4 Chord2x4 Purlins � �+leliiiiallitt•E�— ����1M% #1 Hip IL Setback] �i '''IIPPIN1,,1MINIliMiMiMiMIVAliMiMiSkIMMIIN "��Nr // ��� �,__�_�_..��Pitched and Sheathed 1����������.�••••- Chord Area _I. _ Hip Frame* • e ,� / 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 stops at plumb cut of , _ Hip Frame Jacks to maintain pitch continuity. Section B B * 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. II J _ _ 'R' Hip frame chords may be trimmed up to 2' to fit. • Stepped Hip purlins must be Intact and properly attached. H-- Setback -1- System Trusses Use this detail for: ASCE 7-10 & ASCE 7-16, 180 mph, 30' M,H„ Partially Enclosed, Exp C, or Hip Frame - provided by truss manufacturer, ASCE 7-10 & ASCE 7-16, 160 mph, 30' M,H., Partially Enclosed, Exp D, or Hip frame is designed to provide bracing for flat top ASCE 7-05, 140 mph, 30' M.H., Partially Enclosed, Cat II, Exp C, chords of hip frame system where indicated. Flat top Residential, Wind TC DL=4.2 psf, Kzt=1.00 chords of stepped hip system must be So. Pine lumber. Structure .. .els must be properly attached directly To hip s®rftiu1••i ns. ..VARIIDlGM.READ AND FO.LDV ALL KITES ON THIS DRAVDxg �� �i�GIN��'Qs'O'� REF HIP FRAME aDTANTra FURNISH THIS BRAVING ID ALL CIDITRACTIRS INCLUDING TIE INSTALLERS. Trusses require extreme care h fnbrlcating,handling,shipping,Installing end bracing. Refer to oM (,y 83294PE 'p DATE 01/02/2018 follow ties latest edition of BCSI(Buedlrg Component Sofv{y Information,by TPI and SBCA)for safety it ecticec br to erforoln these fvcctions, Installers shell ovlde ten oror' bred r BCSI. Pr P D Pr P yy rig W o{heresy t chord shce hg. r N shown fo spermanenl lateral and bottom chord Mess noted w pope y e DRWG HIPFR1800118 J1416 >. shell hove n properly attached rigid section Locations shown for permanent lateral restraint of abs AIST shall have bracing hstalled per BCSI sections 33,B7 or RIO,as applicable. Apply plates to each face I I �� I of truss and a position as-Z forshowns above and on the i os. DetaPs,finless noted otherwise. I ILS I V Refer to drawings 160A-Z for standard plate positions. OREGON Alpine,a division of In/to= TV Building Components Groupp Inc.shell not be responsible for any deviation from AN rl'l/t/COMA4NY *Oral any fngcf to build the truss h canfornnnce with ANSI/TPI 1,or for handling,sldpplrhp, A c installation 6 bracing of trusses. SLY 14,200 QA A seal on this crowing or cover p¢ Dstsklpp tits drnwhg,hdkn4s acceptancef of professional 4/ 13723 Riverporl Drive fi ' Ny ty of tFhen Building Designer per ANSI/TPIe 1 Sect. *Ing °self Tao e` Suite 200 Maryland Heights,MO 63043 For more Information see this Job's general notes page and theseweb snow ALPIND wwwalpheitw.coni TPI,www.tpinst,orgi SBCA,wsw.sbchdustry.orgl ICDwww.lccsafearg Renewal 0/30/2020 - 10/15/2019 * Hip Frame with Ledger Scab B i Hip Frame • -� : w . Trusses 24' • t TYP= •ME I�I �� II �� --''ideleilli`i.`—• SteppedTHip IIMusses 2x3 Min. Purlins I�il'I'U'S'U'U'Ui6��_ 2x4 Chords i �1—�i.I�I____�i�1.1__ I A1'l 1 r T ■ iirill i i 1i_-�,, #1 Hip IMalt. 1_ Setback /_ m.........��..- Chord Area Sheathed Hip Framed 16111116' / B Bottom Chord 0- Attach hip frame to flat chords of stepped hips at all overlapping points • Hip Frame, 'R' with 2-10d common (0.148'x3.0') nails. Bottom chord of hip frame to be attached Ill Hip frame lumber is SPF #2 or better. Refer to Engineer's Drawing for lumber and plates, to ledger scab with 1051 common (0.148'x3,0') nails @ 6' o,c. maximum spacing. 'R' Hip frame chords may be trimmed up to 1.5' to fit. Purlins must be intact and properly attached. S e c t I o n B-B Maximum of 2 plies allowed for #1 hip girder. See Engineer's sealed -1 Hip Frame design for setback, lumber, plating, loading, and duration factor required. 00.0000.000000/. Use this detail for ASCE 7-10 & ASCE 7-16, 115 mph, 30' M,H., 12 Enclosed, Exp C, Category II, Wind TC BL=4.2 psf, Kzt=1.00 Hip frame stops at face of #1 hip 4 to 1217' illi�.I Ledger scab shall be the same species and grade <or better) as the #1 sip truss flatttop chord. See Ledger Scab SizefTable belowp for nof �-, scab size. Attach ledger scab to one face of the flat top chord of the #1 hip truss with 10d common (0.148'x3.0') nails @ 6.0' o.c, maximum spacing. Ledger Scab Size Table �,i - - - - # of Scab ----------- TC Setback Stepped Hip Size Plies Roof Pitch (p) Size -I System Trusses 2x4 1 4/12 5 p 5 12/12 2x4 y 2x6 1 4/12 5 p 5 12/12 2x6 2x4 2 4/12 5 p 5 7/12 2x4 Hip Frame - provided by truss manufacturer. Hip frame is designed 2x6 2 4/12 5 p 5 7/12 2x6 to provide bracing for flat top chords of hip frame system where 2x4 2 7/12 < p 5 12/12 2x6 indicated. Flat top chords of stepped hip system must be SPF lumber or better (Min. SG = 0.42). Structural panels must be properly 2x6 2 7/12 < p 5 12/12 2x8 ,w4:a. - ectly to hip frame purlins. • —• avARNINis.READ aro FLLDV ALL NOTES DN THIS INLIVDICD �,) V-- Tru •sses O� REF HIP FRAME sOOPORTAHTU*Fl1RNISH THIS/RAVING TO ALL CRRRACTDRS INCLUDING THE INSTALLERS. l� Trusses require extreme core in fabricating,handling,shipping,Installing and bracing. Refer to and 83294PE 'P DATE 06/25/2019 follow the latest editionrfmi gCtI e.Feg Component Safety all provide,tbyemporary TPI and racing for safety — Unieww no oo to performing top these all have Installers call provide temporary nggoang bperot SCSI. / DRWG HIPFRSCAB0619 Akh Unless noted otherwise,top chordshall lave ro rl attached permanent sheathing on bottom chord T LL 42.00 PSF shall have n properly attached rigid ceiling. Locations shown for permnnerct interni restraint of webs All J )�A ' n shell hove brndng hstalletl per SCSI sections B3,B7 or 510,as epplkable, Apply plates to each face II �� I\`J' l I of truss end position as shown above end on the Joint Details,.51.55 rated otherwise, T DL 10.00 PSF I Refer to drawings 160A-Z for standard plate positions. OREGON Alpine,a division of ITV Building Components Group Inc.shell not be responsible for any deviation from C TL 52.00 PSF AN ITW COMPANY this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handing,shipping, Installation S.bracing of trusses. �(/ 09 A seal on this drawing or cover page listing this dowing,indicates acceptance of professional (eL1'14,20 lb 13723 River ort Drive ng re solely for the de shown The suitability and use of this drawt.p S DUR, FAC, 1.15 Suite 200 p for any en.. Ls a rrspa sidUty of the Building Designer per ANSI/TPI 1 Src2 Sell Tai Maryland Heights,MO 63043 For sore Information see this Job's general notes peg.end these web slt.5. ALPINE.www.elpinelte.conl WI.wwe.tphstorgl SBC weesbchdustry.orgl ICO wew.lccsafearg Renewal 6130/2020 10/15/2019