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Report (8) 4r�G%N E �p2 83294PE 7 Alpine,an ITW Company 111/4. 8801 Folsom Blvd.,Suite 107 Sacramento,CA 95826 ALPINE' Phone:(800)877-3678(916)387-0116 OREGON Fax:(916)387-1110 Rl AN ITW COMPANY `Zcr 14,200� sacseals@itwbcg.com seen Tar'' 11/11/2021 Renewal 6f30l2022 Site Information: Page 2: Customer: Truss Components of Oregon, Inc. Job Number: 0721001 Job Description: Art Rutkin Address: 15600 SW Riverterrace Blvd,TIGARD,OR Item Drawing Number Truss Item Drawing Number Truss 53 315.21.1038.45314 CGE 54 315.21.1038.44751 CGE1 55 315.21.1038.44829 CGE2 56 315.21.1038.45610 CGE3 57 315.21.1038.43285 CGE4 58 315.21.1038.45266 CGE5 59 315.21.1038.44814 CGE6 60 315.21.1038.45938 CGR 61 315.21.1038.42771 D 62 315.21.1038.46031 D 1 63 315.21.1038.44205 D2 64 315.21.1038.43005 D3 65 315.21.1038.45391 D4 66 315.21.1038.44456 D5 67 315.21.1038.42989 D6 68 315.21.1038.44533 DBP 69 315.21.1038.45579 DBP1 70 315.21.1038.44580 DBP2 71 315.21.1038.44658 DBP3 72 315.21.1038.44097 DGE 73 315.21.1038.43911 DGE1 74 315.21.1038.44971 DGE2 75 315.21.1038.42447 DGE3 76 315.21.1038.43347 DGR 77 315.21.1038.44346 E 78 315.21.1038.43363 El 79 315.21.1038.44705 E2 80 315.21.1038.45688 E3 81 315.21.1038.45828 E4 _ 82 315.21.1038.42442 E5 83 315.21.1038.45751 E6 84 315.21.1038.44876 E7 85 315.21.1038.45423 E8 _ 86 315.21.1038.43551 E9 87 315.21.1038.44221 EGE 88 315.21.1038.43691 EGE1 89 315.21.1038.45236 EGE2 90 315.21.1038.44408 EGE3 91 315.21.1038.43849 EGE4 _ 92 315.21.1038.43598 EGE5 93 315.21.1038.44565 F 94 315.21.1038.42833 F1 95 315.21.1038.44517 F2 96 315.21.1038.45048 F3 97 315.21.1038.45999 F4 98 315.21.1038.44595 F5 99 315.21.1038.43597 F6 100 315.21.1038.43410 F7 101 315.21.1038.45766 FBP 102 315.21.1038.45361 FBP1 103 315.21.1038.43224 FBP2 104 315.21.1038.46015 FGE 105 315.21.1038.45564 FGE1 106 315.21.1525.53817 G 107 315.21.1038.45141 G1 108 315.21.1038.42448 G2 109 315.21.1038.42445 G3 110 315.21.1038.43987 G4 111 315.21.1038.43129 G5 112 315.21.1038.43815 GGR 113 315.21.1038.43083 GGR1 114 315.21.1038.43084 GGR2 115 315.21.1038.43660 GBP 116 315.21.1038.45891 GBP1 117 315.21.1038.45968 GBP2 118 315.21.1038.45531 GBP3 119 315.21.1038.44237 GBP4 120 315.21.1038.42864 GBP5 Printed 11/11/2021 3:25:57 PM 0.9 � NF -O 83294PE IP 2 Alpine,an ITW Company r y, 8801 Folsom Blvd.,Suite 107 rfll7irr;,,. Sacramento,CA 95826 OREGON ALPINE' Phone:(800)877-3678(916)387-0116 Fax:(916)387-1110 AN ITW COMPANY `Zcr 14,aoe sacseals@itwbcg.com V&ell Tart 11/11/2021 Renewal 6/30/2022 Site Information: Page 3: _ Customer: Truss Components of Oregon, Inc. Job Number: 0721001 Job Description: Art Rutkin Address: 15600 SW Riverterrace Blvd,TIGARD,OR Item Drawing Number Truss _ Item Drawing Number Truss 121 315.21.1038.45188 GBP6 _ 122 315.21.1038.44035 GBP7 123 A14015ENC160118 124 A14030ENC160118 125 A16030ENC160118 126 GBLLETIN0118 Printed 11/11/2021 3:25:57 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 AWC. The truss component designs are based on the specified loading and dimension information furnished by others to the Truss Design Engineer. The Truss Design Engineer has no duty to independently verify the accuracy or completeness of the information provided by others and may rely on that information without liability. The responsibility for verification of that information remains with others neither employed nor controlled by the Truss Design Engineer. The Truss Design Engineer's seal and signature on the attached drawings, or cover page listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component designs and not for the technical information furnished by others which technical information and consequences thereof remain their sole responsibility. The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in accordance with ANSI/TPI 1 Chapter 2. The Building Designer is responsible for determining that the dimensions and loads for each truss component match those required by the plans and by the actual use of the individual component, and for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any additional factors required in the particular application. Truss components using metal connector plates with integral teeth shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to exceed 19% and/or cause corrosion of connector plates and other metal fasteners. The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss component design loads, inspection of the truss components before or after installation, the design of temporary or permanent bracing and their attachment required in the roof and/or floor systems, the design of diaphragms or shear walls, the design of load transfer connections to and from diaphragms and shear walls, the design of load transfer to the foundation, the design of connections for truss components to their bearing supports, the design of the bearing supports, installation of the truss components, observation of the truss component installation process, review of truss assembly procedures, sequencing of the truss component installation, construction means and methods, site and/or worker safety in the installation of the truss components and/or its connections. This document may be a high quality facsimile of the original engineering document which is a digitally signed electronic file with third party authentication. A wet or embossed seal copy of this engineering document is available upon request. Temporary Lateral Restraint and Bracing: Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters B1, B2, B7 and/or B10 (Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to and may not be relied upon for the temporary stability of the truss components during their installation. Permanent Lateral Restraint and Bracing: The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support of the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of BCSI chapters B3, B7 and/or B10, or as specified by the Building Designer or other Registered Design Professional. These drawings do not depict or specify installation/erection bracing, wind bracing, portal bracing or similar building stability bracing which are parts of the overall building design to be specified, designed and detailed by the Building Designer. Connector Plate Information: Alpine connector plates are made of ASTM A653 or ASTM A1063 galvanized steel with the following designations, gauges and grades: W=Wave, 20ga, grade 40; H=High Strength, 20ga, grade 60; S=Super Strength, 18ga, grade 60. Information on model code compliance is contained in the ICC Evaluation Service report ESR-1118, available on-line at www.icc-es.org. Fire Retardant Treated Lumber: Fire retardant treated lumber must be properly re-dried and maintained below 19% or less moisture level through all stages of construction and usage. Fire retardant treated lumber may be more brittle than untreated lumber. Special handling care must be taken to prevent breakage during all handling activities. Page 1 of 3 General Notes (continued) Key to Terms: Information provided on drawings reflects a summary of the pertinent information required for the truss design. Detailed information on load cases, reactions, member lengths, forces and members requiring permanent lateral support may be found in calculation sheets available upon written request. BCDL = Bottom Chord standard design Dead Load in pounds per square foot. BCLL = Bottom Chord standard design Live Load in pounds per square foot. CL = Certified lumber. Des Ld = total of TCLL, TCDL, BCLL and BCDL Design Load in pounds per square foot. FRT = Fire Retardant Treated lumber. FRT-DB = D-Blaze Fire Retardant Treated lumber. FRT-DC = Dricon Fire Retardant Treated lumber. FRT-FP = FirePRO Fire Retardant Treated lumber. FRT-FL = FlamePRO Fire Retardant Treated lumber. FRT-FT= FlameTech Fire Retardant Treated lumber. FRT-PG = PYRO-GUARD Fire Retardant Treated lumber. g = green lumber. HORZ(LL) = maximum Horizontal panel point deflection due to Live Load, in inches. HORZ(TL) = maximum Horizontal panel point long term deflection in inches, due to Total Load, including creep adjustment. HPL = additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds. lc = Incised lumber. FJ = Finger Jointed lumber. L/#= user specified divisor for limiting span/deflection ratio for evaluation of actual L/defl value. L/defl = ratio of Length between bearings, in inches, divided by the vertical Deflection due to creep, in inches, at the referenced panel point. Reported as 999 if greater than or equal to 999. Loc = Location, starting location of left end of bearing or panel point(joint) location of deflection. Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for of all load cases. Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for of all load cases. Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for of all load cases. NCBCLL = Non-Concurrent Bottom Chord design Live Load in pounds per square foot. PL = additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds. PLB = additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds PLT = additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds. PP = Panel Point. R = maximum downward design Reaction, in pounds, from all specified gravity load cases, at the indicated location (Loc). -R = maximum upward design Reaction, in pounds, from all specified gravity load cases, at the identified location (Loc). Rh = maximum horizontal design Reaction in either direction, in pounds, from all specified gravity load cases, at the indicated location (Loc). RL = maximum horizontal design Reaction in either direction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the indicated location (Loc). Rw= maximum downward design Reaction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the identified location (Loc). TCDL = Top Chord standard design Dead Load in pounds per square foot. TCLL = Top Chord standard design Live Load in pounds per square foot. U = maximum Upward design reaction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the indicated location (Loc). VERT(CL) = maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in inches. VERT(CTL) = maximum Vertical panel point deflection ratios due to Live Load and Creep Component of Dead Load, and maximum long term Vertical panel point deflection in inches due to Total load, including creep adjustment. VERT(LL) = maximum Vertical panel point deflection in inches due to Live Load. VERT(TL) = maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment. W = Width of non-hanger bearing, in inches. Refer to ASCE-7 for Wind and Seismic abbreviations. Uppercase Acronyms not explained above are as defined in TPI 1. Page 2 of 3 A41....'-`s17P.0, &YiN..i.fl dt.02N,. .14,11Ak'.1HiAM+FNdEheNiAeYNA9fY ?A'f.RBxAr14,01..,, YPIWT ,,,,,,,1.,,,,,,xxarw ,,,,,werrreu+.e .. :...... .. ....... .�..... .. ....... ....... References: 1. AWC: American Wood Council; 222 Catoctin Circle SE, Suite 201; Leesburg, VA 20175; www.awc.org. 2. ICC: International Code Council; www.iccsafe.org. 3. Alpine, a division of ITW Building Components Group Inc.: 514 Earth City Expressway, Suite 242, Earth City, MO 63045; www.alpineitw.com. 4. TPI: Truss Plate Institute, 2670 Crain Highway, Suite 203, Waldorf, MD 20601; www.tpinst.org. 5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison, WI 53719; www. sbcacomponents.com. I I I Page 3 of 3 SEQN:224355/ COMN Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1Xaf71750005 T76 / FROM:MG Qty: 13 Art Rutkin DrwNo: 315.21.1038.45344 Truss Label: A / RTT 11/11/2021 5'8"3 I 9'5"10 i 10'8114 15'11"9 I 20'1012 I 27'8"7 I 5'6"3 3117 1'3'4 5'2"11 4'11"3 8'911 e 1.81 84X8 _ F a 3X5 1115X7G 12 E T 3.31 p 04X5 D (a) Wi F w11 m 3X5 M a 3X5 w 5X7 1 A 054X12 v T W2 go5X7 v co k _ .3X5 01.88 1 12 e 3X10 1113X7 1 —_ 27'8"7 -- 1 4712 5.4"2 5'2"9 5'4"9 6'2'7 5'1"4 I 10.5•'6 - ~--- 15715 I 21ro"8 I 27'2"15 f 5 8 F5,8 zra"7 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc Udefl IJ# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27 0(specified) Ce:1.0 VERT(LL): 0.183 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.362 D 919 240 M 1987 /- /- /1003 /645 /363 BCDL: 6.00 Risk Category:Ill Snow Duration:1.15 HORZ(LL): 0.064 I - - H 1972 /- /- /998 /757 /- EXP:C Kzt:NA Des Ld: 51.00 Mean Height:35.09 ft HORZ(TL): 0.128 I - - Wind reactions based on MWFRS NCBCLL: 0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 M Brg Wid=5.5 Min Req= 2.1 Soffit: 2.00 IBC Max TC CSI: 0.726 H Brg Wid=3.8 Min Req= 1.5 BCDL:3.6 psf Bearings M&H are a rigid surface. Load Duration:1.15 MWFRS Parall\ 18 TPI Std: 2014 Max BC CSI: 0.953Re Fac:No Max Web CSI 0.987 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.0PLoc.from endwFT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) GCpi: Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: WAVE VIEW Ver:20.02.00A.1020.21 A-B 1844 -3876 D-E 1999 -4012 B-C 2265 -4646 E-F 1356 -2639 Lumber Top chord 2x6 DF-L#2 C-D 2271 -4510 F-G 1341 -2568 Bot chord 2x4 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud:W2, Maximum Bot Chord Forces Per Ply(Ibs) W 10 2x4 DF-L#2;W 11 2x6 DF-L#2; IF TRUSS CAN WITHSTAND WIND UPLIFT Chords Tens.Comp. Chords Tens. Comp. LOADS WHILE CONSIDERING ONLY 6 PSF M-L 29 -462 K-J 4466 -2458 Bracing TCDL,THEN THIS IS CONSERVATIVE AND L-K 3807-2235 J-I 3810 -2033 (a)Continuous lateral restraint,equally spaced on THUS STRUCTURALLY ACCEPTABLE. member -SSS CATENA Maximum Web Forces Per Ply(Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. Truss designed for unbalanced snow loads. A-M 959-1946 J-E 458 -200 A-L 3689 -1721 E-I 837 -1601 Purlins L-B 631 -1134 I-G 2673 -1372 In lieu of structural panels use purlins to brace TC @ B-K 668 -220 G-H 1029 -1919 24"oc. D-J 446 -683 Wind Wind loads based on MWFRS with additional C&C °_.. Pep member design. �� F s ` �0 End verticals not exposed to wind pressure. lJG I N F Wind loading based on both gable and hip roof types. 83284PE " it OREGON 'A `e.,LT 14,20oms 0 4eaell Tan ` Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices pnor to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, _ as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. If �efer to ALPINE. drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI, PI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawin or cover page 514 Earth CityExpressway listing this drawing indicates acceptance of professional engineering responsibility solelylor the design shown.The suitability and use of this P y drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Earth City,Missouri 63045 SEQN:224357/ COMN Ply: 1 ', Job Number: 0721001 Cust:R 7175 JRef:1Xat71750005 T75 / FROM:MG Qty: 4 Art Rutkin DrwNo: 315.21.1038.44145 1__ Truss Label: Al / RTT 11/11/2021 5'6 3 I 9'5`10 I 10'8114 15'11'9 -! 20'101'12 i 27'87 5'6"3 3'11"7 1'3 5'2"11 4'11"3 8'9"11 122 1.81 1115X7 F s 5X7 e*3X5 12 e T 3.31 p r E p (a) W N s4X5 W11 as 3X5 9 s3X5 H • 05X7 I A s4X12 gi T W2 ss r s 3X5 0 1.88 I _ 1 r 1z s 3x10 83X7 1 278"7 A 4'T'12 5'4"2 i 5'2"8 5'4"9 i 6'27 5'1"4 10'5"6 157"15 21'0"8 27'2"15 5,8 5. 58 '271817 Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL. 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.183 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.373 D 892 240 M 1989 /- /- /1003 /670 /363 Risk Category:III BCDL: 6.00 Snow Duration:1.15 HORZ(LL): 0.064 I - - H 2122 /- /- /998 /757 /- EXP:C Kzt:NA Des Ld: 51.00 Mean Hei ht:35.09 ft HORZ(TL): 0.132 I - - Wind reactions based on MWFRS g Code: NCBCLL: 0.00 BuildingCreepFactor:2.0 M Brg Wid=5.5 Min Req= 2.1 TCDL:6.0 psf H Brg Wid=3.8 Min Req= 1.5 Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.726 Bearings M&H are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.974 Spacing:32.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.987 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 A-B 1844-3905 D-E 1999 -4211 B-C 2265-4745 E-F 1356 -2895 Lumber C-D 2271 -4615 F-G 1341 -2806 Top chord 2x6 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud:W2, Maximum Bot Chord Forces Per Ply(Ibs) W 10 2x4 DF-L#2;W 11 2x6 DF-L#2; Chords Tens.Comp. Chords Tens. Comp. M-L 29 -462 K-J 4569 -2458 Bracing L-K 3840 -2235 J-I 4012 -2033 (a)Continuous lateral restraint,equally spaced on member Maximum Web Forces Per Ply(Ibs) Special Loads Webs Tens.Comp. Webs Tens. Comp. -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) A-M 959 -1948 J-E 458 -200 TC:From 122 plf at 0.00 to 122 plf at 20.90 A-L 3721 -1721 E-I 837 -1601 TC:From 121 plf at 20.90 to 121 plf at 27.70 L-B 631 -1145 I-G 2929 -1372 BC:From 16 plf at 0.00 to 16 plf at 27.24 B-K 738 -220 G-H 1029 -2068 TC: 150 lb Conc.Load at 18.94,22.44 D-J 446 -683 Loading Truss designed for unbalanced snow loads. �eC)PROp . � 4+0 Purlins .Gj aGIN � ID In lieu of structural panels use purlins to brace TC @ (V. 83294PE 24"oc Cr .., ""` ., Wind Wind loads based on MWFRS with additional C&C member design. OREGON End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. <js `SLY 14,26 `Qj yell Tar Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing.and bracing.. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI._Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinq installed per BCSI sections g3,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 drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any,failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engi neering responsibility solely-tor the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Earth City,Missouri 63045 SEQN:224359/ COMN Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1Xaf71750005 T73 / FROM:MG Qty: 8 Art Rutkin DrwNo: 315.21.1038.42801 Truss Label: A2 / RTT 11/11/2021 I 68'3 I 75.10 i 10'8114 15'11'9 I 20,10'12 I 274'11 I 5'6'3 3'117 1'3'4 5'2'11 4'11'3 6'575 a 1.81 114X8 _ F =5%5 o 3X5 E 3.31 12 I x3X5 yyi 04X5 U 0 35 _ B 031(5 05X7 I A o4X12 12 T W2 oSX7 _ =3X5 188 o3X10 12 1_ III3X7 1 274'11 1 I. 47'12 i 54'2 I 52'9 _i 5'4'9 I 6'0'11 5'1'4 10'S'6 157'15 21'0'8 271'3 5 J..,8 5 2Y'4'11 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.178 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.352 D 932 240 M 1964 /- /- /992 /636 /367 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.062 I - - H 1953 /- /- /990 /749 /- Des Ld: 51.00 EXP:C Kzt:NA HORZ(TL): 0.124 I - - Wind reactions based on MWFRS Mean Height:35.09 ft M BrgWid=5.5 Min 2.1 NCBCLL: 0.00 Building Code: Creep Factor:2.0 Req= TCDL:6.0 psf Soffit: 2.00 IBC 2018 Max TC CSI: 0.710 H Brg Wid=- BCDL:3.6 psf Bearing M is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.936 RepFac:No Max Web CSI: 0.997 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 A-B 1817-3826 D-E 1946 -3922 B-C 2223 -4565 E-F 1294 -2521 Lumber C-D 2228 -4429 F-G 1280 -2445 Top chord 2x6 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud:W2, Maximum Bot Chord Forces Per Ply(Ibs) W 10 2x4 DF-L#2; Chords Tens.Comp. Chords Tens. Comp. Loading M-L 29 -466 K-J 4386 -2420 L-K 3757-2213 J-I 3723 -1986 Truss designed for unbalanced snow loads. Purlins Maximum Web Forces Per Ply(Ibs) In lieu of structural panels use purlins to brace TC @ Webs Tens.Comp. Webs Tens. Comp. 24"oc. A-M 947 -1924 J-E 469 -205 A-L 3640 -1694 E-I 847 -1618 Wind L-B 623 -1118 I-G 2631 -1357 Wind loads based on MWFRS with additional C&C B-K 639 -205 G-H 1022 -1907 member design. D-J 456 -701 End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types 0 PRQ �.% fit',INE ,O rtl/ 83294PE 7 E OREGON .3 4 'bcr14,26 r/ &sell Tar' Renewal 6f30/2022 11/11/2021 *`WARNING`* READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,byTPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted oherwise,top chord shall have propery attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face oftruss and position as shown above and on the Joint-Details, unless noted otherwise Defer to drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. ALPINE' Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawingor cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibility solelyor the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Earth City,Missouri 63045 iwidiaxex'eYaHlsux Y N.+.Y.. SEQN:224363/ COMN Ply: 1 Job Number: 0721001 Gust:R7175 JRef:1Xaf71750005 Ti / FROM:MG Qty: 7 1 Art Rutkin DrwNo: 315.21.1038.43940 Truss Label: A3 / RTT 11/11/2021 5'6'3 9'5'10 10'8'14 15'11'9 20'10'12 257- 30'8.12 --�- -5'6'3 I 3'117 I 1'3'11 52'11 I 4'11'3 I 4'8'4 I 5'192 'r 1.81 11147F(8 _ -3x5 re3X5 G -5x7 12 E H 3.31 p T 3X5 m o4X5 D W13 C g5 o3X51 J -r e3X10 o 5X7 K 'P A .e3X10 R T W2 b M aH0510 ,y _ w3X5 a 1.88 J .3X12 12 1113X7 1 30'8'12 1 46'12 I _I_ 55'2 _ 52'8 _ 5'4"10 _I 4'117 I 4'3'5 5'0'4 10'5'6 15'7'14 21'0.8 25'11'15 30'3'4 5"8 u�.5�"18 �g 3U8'12 Loading Criteria(psf) !Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 20.00 Speed 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.229 L 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.486 L 758 240 0 2252 /- /- /1113 /734 /328 Risk Category:III BCDL: 6.00 Snow Duration:1.15 HORZ(LL): 0.079 J I 2381 /- /- /1105 /822 /- EXP:C Kzt:NA HORZ(TL): 0.167 J - - Wind reactions based on MWFRS Des Ld: 51.00 Mean Height:35.09 ft ( ) 0 Br Wid=5.5 Min Re 2.4 NCBCLL: 0.00 Building Code: Creep Factor:2.09 q= TCDL:6.0 psf I Brg Wid=3.8 Min Reg= 1.5 Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.611 TPI Std: 2014 Max BC CSI: 0.841 Bearings 0&I are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 RepFac:No Max Web CSI: 0.927 , Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.07 ft I Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:20.02.00A.1020.21 A-B 2100 -4507 E-F 1915 -4196 B-C 2670-5695 F-G 1909 -4074 Lumber C-D 2676 -5565 G-H 1732 -3784 Top chord 2x6 DF-L#2 D-E 2504-5403 Bot chord 2x4 DF-L#1&Bet. Webs 2x4:DF-L Standard+DF-L Stud:W2, W12 2x4 DF-L#2;W 13 2x6 DF-L#2; Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Special Loads O-N 30 -419 L-K 5184 -2489 (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) N-M 4443 -2449 K-J 3834 -1743 TC:From 122 plf at 0.00 to 122 plf at 20.90 M-L 5506-2813 TC:From 121 plf at 20.90 to 121 plf at 30.73 BC:From 16 plf at 0.00 to 16 plf at 30.73 TC: 200 lb Conc.Load at 18.94,22.44 Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Loading A-O 1070-2210 E-K 792 -1504 Truss designed for unbalanced snow loads. A-N 4307-1970 F-K 868 -410 Purlins N-B 715-1340 K-G 403 -139 B-M 1073 -363 G-J 466 -835 In lieu of structural panels use purlins to brace TC @ M-D 214 -404 J-H 3890 -1754 24"oc. ����O PROp . D-L 343 -501 H-I 1103 -2320 Wind N5 GINF •�p mWind ember design. based on MWFRS with additional C&C ,,� �' 83294PE�� 9 End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. OREGON r (� `ULY 14,&- i(g4 Snell Tat►' Renewal 6/3 0120 2 2 11/11/2021 *'WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc **IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling.,shipping,installin and bracing.. Refer to and follow the latest edition of BCSI(BuildingCornelius OR 97113 Component Safety Information,by TPI and SBCA)f safty actices priorp to perforng these functions. Installers shall provide temporary (503)357-2t 18 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propeny attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any,failure to build the *„„„ ". truss in conformance with ANSII PI 1, or for handling, shipping,.installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibility solelylor the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents-com;ICC:iccsafe.org;AWC:awc.org Earth City,Missouri 63045 .m .� ' ." -'"NNf lbori4 ilis.A.W.W.F IJUVHrr/NH#sMAMil.i .Nb2,4,.:r SEQN:224373/ COMN Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1 Xaf71750005 T72 / FROM:MG Qty: 18 Art Rutkin DrwNo: 315.21,1038.45689 Truss Label: A4 / RTT 11/11/2021 F .__561 9'5"10 10'8I'I14 15'11'9 20'10'12 i 257' i 30'8'12 5'6'3 3'11'7 1'3"k 5'211 4'11'3 4'8'4 5'1'12 0 1.81 84X8 F =3G5 .3X5 .5X7 3.31 12 E H 03X5 to =4C5 0 w W13 t;- 03X5 8 3X5I e3X10 >< X7 3X A . 10 t` mW2 M mH0510 N _ =3X5 0 1.88 1 =3X10 12 I III 3X7 j 30'8'12 j i 4792 i 54'2 I 52'8 I _-_--_._ 5'4'10 i 4'11'7 4'3.5 I 5'1'4 10'5'6 15'714 21'0"8 25'11'15 30'3'4 .8 18 se 5 �a•12 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) rDefl/CSI Criteria I A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.229 L 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.455 L 811 240 0 2203 /- /- /1113 /734 /328 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.079 J - - I 2186 /- /- /1105 /822 /- EXP:C Des Ld: 51.00 g ------iiHORZ(TL): 0.156 J - - Wind reactions based on MWFRS Kzt:NA Mean Height:35.09 ft NCBCLL: 0.00 TCDL:6.0 psf Building Code: ;Creep Factor:2.0 0 Brg Wid=5.5 Min Req=2.3 Soffit: 2.00 BCDL:3.6 psf IBC 2018 ;Max TC CSI: 0.611 I Brg Wid=3.8 Min Req= 1.5 TPI Std: 2014 Max BC CSI: 0.802 Bearings 0&I are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.07 ft Rep Fac:No ;Max Web CSI: 0.927 Loc.from endwall:Any FT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp Wind Duration:1.60 WAVE,HS VIEW Ver:20.02.00A.1020.21 A-B 2100-4370 E-F 1915 -3714 Lumber B-C 2670-5427 F-G 1909 -3615 C-D 2676 -5291 G-H 1732 -3420 Top chord 2x6 DF-L#2 D-E 2504 -4991 Bot chord 2x4 DF-L#1&Bet. Webs 2x4:DF-L Standard+DF-L Stud:W2, W12 2x4 DF-L#2;W13 2x6 DF-L#2; Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. _ Loading O-N 30 -419 L-K 4771 -2489 Truss designed for unbalanced snow loads. N-M 4303 -2449 K-J 3457 -1743 Purlins M-L 5237-2813 In lieouc of structural panels use puffins to brace TC @ Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Wind A-O 1070 -2161 F-K 868 -410 Wind loads based on MWFRS with additional C&C A-N 4171 -1970 K-G 403 -139 member design. N-B 715-1295 G-J 466 -745 End verticals not exposed to wind pressure. B-M 944 -363 J-H 3501 -1754 Wind loading based on both gable and hip roof types. AO' PROFESS D-L 343 -501 H-I 1103 -2134 E-K 792 -1504 �.5 � E-GIN /O !1/ 83294PE 9 w. OREGON 134, `VLI'14,2e� `eo ss'ell Tar' Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)f safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per SCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, -.461116 as applicable. Apply plates to each face oT truss and position as shown above and on the JoinFDetails, unless noted otherwise. Refer to ALPINE. drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the *„ITV,COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 514 Earth CityExpressway listing this drawing indicates acceptance of professional engineering responsibility solelyTor the design shown.The suitability and use of this P y drawing for any structure is the responsibility of the Building-DDesigner per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Earth City,Missouri 63045 SEQN:224371/ COMN Ply: 1 I Job Number: 0721001 Cust:R7175 JRef:1Xaf71750005 T2 / FROM:MG i Qty: 10 Art Rutkin DrwNo: 315.21.1038.43644 I Truss Label: A5 / RTT 11/11/2021 1,-12 5715 976 10'1Q�10 18'1'S 21'0"8 25'812 30.5' 1'12 5'6"3 ! rillI 1'3'4 52^11 I 4'11'3 I 4'8'4 i 4'8.4 0 1.81 III4X8 F s3X5 T s3X5 1i w5X7 12 E H 3.31 p s 3X5 yy s4X5 0 s El —==3X5 ..3X10 3X A .. 10 A T W2 =_H0510 NI M a 1 s3X5 7.88 N 12 m3X10 1113X7 1 305" 1 4'7"12 54'2 52'8 I 5'490 4'117 I 3'1113 I. 53' 10'7'2 15'990 21'2"4 26'1'11 30'1'8 'S^ Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.218 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.422 D 861 240 0 2170 /- /- /1096 /721 /333 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.074 J - - I 2156 /- /- /1092 /810 /- EXP:C Kzt:NA HORZ(TL): 0.147 J - - Wind reactions based on MWFRS Des Ld: 51.00 Mean Height:35.09 ft ( ) 0 Br Wid=5.5 Min Re 2.3 NCBCLL: 0.00 TCDL:6.0 psf psfBuilding Code: Creep Factor:2.0 I Brg Wid=- q Soffit: 2.00 BCDL:3.6 IBC 2018 Max TC CSI: 0.603 9 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 iTPI Std: 2014 Max BC CSI: 0.784 Bearing 0 is a rigid surface. Re Fac:No Max Web CSI: 0.939 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.04 ft j p Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 I Plate Type(s): Wind Duration:1.60 'WAVE,HS tVIEW Ver:20.02.00A.1020.21 A-B 2062-4296 E-F 1829 -3546 B-C 2610 -5309 F-G 1823 -3449 Lumber C-D 2615-5173 G-H 1571 -3096 Top chord 2x6 DF-L#2 D-E 2430 -4845 Bot chord 2x4 DF-L#1&Bet. Webs 2x4:DF-L Standard+DF-L Stud:W2, W12 2x4 DF-L#2; Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Loading O-N 30 -426 L-K 4628 -2422 Truss designed for unbalanced snow loads, N-M 4229-2417 K-J 3151 -1593 M-L 5120 -2760 Purlins In lieu of structural panels use purlins to brace TC @ Maximum Web Forces Per Ply(Ibs) 24"oc. Webs Tens.Comp. Webs Tens. Comp._ Wind A-O 1053 -2128 F-K 798 -373 Wind loads based on MWFRS with additional C&C A-N 4098 -1933 K-G 546 -161 member design. N-B 703 -1271 G-J 520 -859 End verticals not exposed to wind pressure. B-M 902 -341 J-H 3305 -1662 Wind loading based on both gable and hip roof types. Ep PROF D-L 357 -525 H-I 1093 -2116 �'� Fs' E-K 803 -1524 O�� �� NF G� � �02 iii 83294PE y OREGON �t/LY\ 4.20J co *sell Tan Renewal 6130/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *`IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.Cornelius OR6 97113 Trusses require extreme care in fabricating,handlingg shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building (503)357-2118 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not.be responsible for any deviation from this drawing,any.failure to build the A.M./COMPANY truss in conformance with ANSI/I PI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional enallneenng responsibility solelylor the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc-org Earth City,Missouri 63045 ... ..-.. - u.•. armr isfr:i,u., ,futfN"s//i1rv+t,"atNfUfM{i fNNlMtx//1HJfWlftlMfWNd/1#/tN!{1tNiJd!`INNJ bfN /f/1lIH/f/3N//F/I SEQN:224375/ COMN Ply: 1 Job Number: 0721001 Gust:R 7175 JRef:1Xat71750005 T26 1 FROM:MG Qty: 3 Art Rutkin DrwNo: 315.21.1038.44985 Truss Label: A6 / RTT 11/11/2021 56'3 95'10-_+10'8I"I14 15'11'9 20'10'12 _ 257' _ 30'8'12 5'6"3 3'11"7 1'3"k 5'2'11 4'11'3 4'8'4 5'1'12 12 1.81 1114X8 F 3X5 o 3X5 C 2 E =5X7 H 3.31 T 3X5 9. s4X5 D W13 3X5 B =3X5 I 5X7 =3X10 A =3X10 F b W2 M =H0510 =-3X5 0 1.88 1 1 =_3X12 12 1 III 3X7 A 30'892 4'692 5'5'2 _ 5'2.8 5'490 4'11'7 4'3"5 F 5'0"4 -I 10'5.6 I 15'7'14 ! 21'0"8 i 25'11'15 i 30'3'4 H 5 5"8 1188 8'12 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.229 L 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.488 L 755 240 0 2258 /- /- /1113 /734 /328 BCDL.: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.079 J - - I 2374 /- /- /1105 /822 /- Des Ld: 51.00 EXP:C Kzt:NA HORZ(TL): 0.168 J - - Wind reactions based on MWFRS Mean Height:35.09 ft 0 Wid=5.5 Min NCBCLL: 0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0Brg Req= 2.4 Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.611 I Brg Wid=3.8 Min Req= 1.5 Load Duration:1.15 TPI Std: 2014 Max BC CSI: 0.844 Bearings 0&I are a rigid surface. MWFRS Parallel Dist:0 to h/2 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.07 ft Rep Fac:No Max Web CSI: 0.927 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 _ WAVE,HS VIEW Ver:20.02.00A.1020.21 A-B 2100-4522 E-F 1915 -4199 Lumber B-C 2670-5718 F-G 1909 -4067 C-D 2676-5588 G-H 1732 -3771 Top chord 2x6 DF-L#2 D-E 2504-5435 Bot chord 2x4 DF-L#1&Bet. Webs 2x4:DF-L Standard+DF-L Stud:W2, W12 2x4 DF-L#2;W13 2x6 DF-L#2; Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Special Loads 0-N 30 -419 L-K 5217 -2489 (Lumber Dur.Fac.=1.15/Plate Dur.Fac..1.15) N-M 4458 -2449 K-J 3820 -1743 TC:From 122 plf at 0.00 to 122 plf at 20.90 M-L 5528-2813 TC:From 121 plf at 20.90 to 121 plf at 30.73 BC:From 16 plf at 0.00 to 16 plf at 30.73 TC: 200 lb Conc.Load at 18.19,22.19 Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Loading Truss designed for unbalanced snow loads A-O 1070-2216 E-K 792 -1504 A-N 4322-1970 F-K 868 -410 Purlins N-B 715 -1345 K-G 403 -139 In lieu of structural panels use purlins to brace TC @ B-M 1081 -363 G-J 466 832 24"oc. ��cLEO PRGF .SS' D-LD 343 -501 H-H 1803 -2313 Wind •� r1G(NEF �O Wind loads based on MWFRS with additional C&C (UO 83294PE member design. E End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. ..r� OREGON ~G �Ly 14,20f ei 'Vaal) Tan Renewal 6/30/2022 11/11/2021 C **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions Installers shall provide temporary (503)357-2118 bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7_ or B10, as applicable. Apply plates to each face_of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/)PI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional en Ineenng responsibility solely'tor the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-DDesigner per ANSIITI�I 1 Sec.2 Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Earth City,Missouri 63045 SEQN:224379/ COMN Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1Xat71750005 T78 l FROM:MG Qty: 1 Art Rutkin DrwNo: 315.21.1038.43207 Truss Label: A7 I RTT 11/11/2021 5'73 9'3'5 10'8"II14 1511.9 20'8 7 24'105 308'12 56"3 1 3'9'2 I 1'5'9 5'2'11 I 4'8'14 4'1'14 5'177 - 1.58 10- 1.81 III4X8 NI4X5 F r 3X5 12 re3E5 R a 5X71 - 3.31 p T s 3X5 s4X5 D W13 - g5 K o3X53 t 82 txr o3X10 a r` �AX7 =3X10 F T w2 0 H0508 j N _ =3X5 1" 11 - -L 03X10 12 _ P III3X7 1 30'712 1 4712 54'2 52.9 5'2"4 5712 4'3"5 5'1'4 I 10'5'6 1 15715 20'10'3 i 25'11"15 30'3'4 i g u5'8 t5�g o'tr12 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.234 M 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.464 M 794 240 p 2202 /- /- /1113 /733 /328 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.083 K - - J 2185 /- /- /1105 /820 /- Des Ld: 51.00 EXP:C Kzt:NA HORZ(TL): 0.164 K - - Wind reactions based on MWFRS Mean Height:35.06 ft P Br Wid=5.5 Min 2.3 NCBCLL: 0.00 Building Code: Creep Factor:2.0 9 Req TCDL:6.0 psf I J Brg Wid=3.8 Min Req= 1.5 Soffit: 2.00 IBC 2018 Max TC CSI 0.611 BCDL:3.6 psf 1 Bearings P&J are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.992 RepFac:No Max Web CSI: 0.854 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.07 ft Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:20.02.00A.1020.21 A-B 2098 -4370 E-F 1939 -3764 ------------ B-C 2668 -5428 F-G 1928 -3641 Lumber C-D 2674 -5298 G-H 1921 -3659 Top chord 2x6 DF-L#2 D-E 2499-4986 H-I 1726 -3419 Bot chord 2x4 DF-L#1&Bet.B2 2x4 DF-L#2; Webs 2x4:DF-L Standard+DF-L Stud:W2, W12 2x4 DF-L#2;W13 2x6 DF-L#2; Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp._ Loading P-O 30 -419 M-L 4765 -2483 Truss designed for unbalanced snow loads. O-N 4302 -2447 L-K 3457 -1737 N-M 5238-2812 Purlins In lieu of structural panels use pudins to brace TC @ Maximum Web Forces Per Ply(Ibs) 24"oc. Webs Tens.Comp. Webs Tens. Comp. Wind A-P 1069-2161 F-L 830 -388 Wind loads based on MWFRS with additional C&C A-O 4170-1968 L-H 462 -113 member design. O-B 714 -1295 H-K 464 -737 End verticals not exposed to wind pressure. B-N 945 -363 K-I 3517 -1752 Wind loading based on both gable and hip roof types ,cote'D PRO/C� 460 ss E_M 34674 ;5 I-J 1103 -2142 w 83294PE 7 ORj ?J `VCY Gesell Renewal 6130l2022 11/11/2021 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc "IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices Pnor to performing these functions. Installers shall provide temporary (503)357-2116 bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 53,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the .„nwcow truss in conformance with ANSI/TPI 1, or for handling, shipping,_installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional enaineering responsibility solely Tor the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. Earth City,Missouri 63045 For more information see these web sites:Alpine:alpineitwcom;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org SEQN:224391/ COMN 1 Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1Xaf71750005 T49 / FROM:MG 1 Qty: 1 Art Rutkin DrwNo: 315.21.1038.45438 I Truss Label: A8 / RTT 11/11/2021 5'6'3 10'814 15'11'9 i 20'0'2 25'8'12 30'8'12 -----5'6'3--_-._._.-'{' 5'2"11------+- 5'2'11 4'0'9 -I- 5'8'10 -I 5' 12 12 1.57 3.73 p 1114X8 E =4X12 5\6X8 F 1113X5 D G T 12 3.31 p o3X5 C tat M. rr112 m s 3X5 t` B 1 =5X7 H j ro -5X7 3 B2 1111.5X4 1 _ A =-3X10 R w2 0 _H0508 N _ =3X5 0 1.88 1. _1. .L M 12 =3X10 1113X7 1 30'8'12 1 4'792 5'4.2 5'79 4'5'15 5'6'14 4'8'8 F 5'1.4 I 10'5'8 I 15'7'15 20'1'14 25'8'12 30'3'4 5"8 u55"8 5 8 378"12 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.240 K 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.476 K 773 240 N 2220 /- /- /1113 /733 /326 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.085 I - - H 2185 /- /- /1105 /821 /- EXP:C Kzt:NA HORZ TL: 0.169 I - - Wind reactions based on MWFRS Des Ld: 51.00 Mean Height:35.04 ft ( ) N BrgWid=5.5 Min Req2.3 NCBCLL: 0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 = Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.625 H Brg Wid=3.8 Min Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.990 Bearings N&H are a rigid surface. RepFac:No Max Web CSI: 0.830 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.07 ft Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:20.02.00A.1020.21 A-B 2096-4401 D-E 1998 -3867 B-C 2675-5435 E-F 1966 -3741 Lumber C-D 2486-4967 Top chord 2x6 DF-L#2 Bot chord 2x4 DF-L#1&Bet.B2 2x4 DF-L#2; i Maxmum Bot Chord Forces Per PlyIbs Webs 2x4:DF-L Standard+DF-L Stud: ( ) W2 2x4 DF-L#2;M1 2x6 DF-L#2; Chords Tens.Comp. Chords Tens. Comp. Bracing N-M 30 -416 K-J 4734 -2459 M-L 4333-2442 J-I 3601 -1810 (a)Continuous lateral restraint,equally spaced on L-K 5246-2812 I-H 3600 -1812 member. Loading Maximum Web Forces Per Ply(Ibs) Truss designed for unbalanced snow loads. Webs Tens.Comp. Webs Tens. Comp. Purlins A-N 1069 -2178 K-D 419 -154 A-M 4199-1966 D-J 730 -1445 In lieu of structural panels use purlins to brace TC @ M-B 713 -1305 E-J 941 -444 24"oc. B-L 955 -368 J-F 418 -157 Wind C-K 368 -627 F-H 1857 -3702 Wind loads based on MWFRS with additional C&C ��,Ep PROF6. member design. End verticals not exposed to wind pressure. S.?�� �vt(',14 F� /0 Wind loading based on both gable and hip roof types. ./,v �83294PE 4 OREGON 13 C 4 �r"Y 14,2- ‘e sseIl Tan' Renewal 6l30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handlin shipping,installin and bracing. Refer to and follow the latest edition of BCSI(BuildingCornelius OR 97113 Component Safety Information,by TPI and SBCA)for safty actices prior to perforing these functions. Installers shall provide tepora (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face o1 truss and position as shown above and on the Joint-Details., unless noted otherwise. Refer to ALPINE. drawings 160A-Z for standard plate positi ons.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the .„111VCOMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway I listing this drawing indicates acceptance of professional enaiineenng responsibility solely/or the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Earth City,Missouri 63045 SEQN:224394/ COMN Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1Xaf71750005 T27 / FROM:MG Qty: 1 Art Rutkin DrwNo: 315.21.1038.44907 Truss Label: A9 / RTT 11/11/2021 56"3 ___ I 6'10I3 10'8'14 15'11'9 i 18'1193i 257" I 30'8'12 5'6.3 1 4 3'1091 5'291 3'0'4 6'7'3 5'1'12 12 1.57 1114X8 F 3.73 p 4E5 =X5 =5X7 H 43X5 12 O W1 M1 ie� 3.31 %5X7(8RS) - 5X7 438X5 C I T B2 £BX8 s A L v-3X7 v T W2 35X7 X 1 l _ =-3M 01.88 1 -1- o 3XN0 12 III3X7 A 308'12 A 47'12 5'4'2 5'2.9 3'5'10 6'9.6 4'4'5 i �5'1'4 i 10'5'6 i 15'7"15 i 19'1'9 F 25'10'15 _ 30'3.4 88 55"8 3U8'12 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.223 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.443 D 831 240 0 2205 /- /- /1116 /734 /315 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.083 J - - I 2186 /- /- /1105 /819 /- EXP:C Kzt:NA g HORZ(TL) 0.165 J - - Wind reactions based on MWFRS Des Ld: 51.00 Mean Height:35.04 ft NCBCLL: 0.00 Building Code: Creep Factor 2.0 0 Brg Wid=5.5 Min Req= 2.3 TCDL:6.0 psf I Brg Wid=3.8 Min Req= 1.5 Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI. 0.662 Bearings 0&I are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0 944 Spacing:32.0" C&C Dist a:3.07 ft Rep Fac:No Max Web CSI: 0.837 Members not listed have forces less than 375# P 9' Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 A-B 2110-4405 E-F 2027 -3870 B-C 2574 -5277 F-G 1983 -3777 Lumber C-D 2597 -5237 G-H 1912 -3798 Top chord 2x6 DF-L#2 D-E 2339 -4646 Bot chord 2x4 DF-L#1&Bet.B2 2x4 DF-L#2; Webs 2x4:DF-L Standard+DF-L Stud:W2,W10, W12 2x4 DF-L#2;M1 2x6 DF-L#2; Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Loading O-N 30 -403 L-K 4368 -2257 Truss designed for unbalanced snow loads. N-M 4342-2446 K-J 3863 -1943 M-L 5049 -2695 Purlins In lieu of structural panels use purlins to brace TC @ Maximum Web Forces Per Ply(Ibs) 24"oc. Webs Tens.Comp. Webs Tens. Comp. Wind A-O 1068-2163 E-K 565 -1124 Wind loads based on MWFRS with additional C&C A-N 4210-1983 F-K 963 -448 member design. N-B 719-1310 K-G 236 -389 End verticals not exposed to wind pressure. B-M 718 -248 G-J 467 -702 D-L 464 -787 J-H 3889 -1939 Wind loading based on both gable and hip roof types ���sO PROA-4, L-E 502 -225 I-H 1098 -2142 �((/ 83294PE "9 OREGON �‹ SLY 14,20t`5 ,to *self Tad Renewal 8/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly attached rigid ceiling-Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10 as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise Refer to ALPINE drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildingq Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the *snwcors**r truss in conformance with ANSIfTPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional enneering responsibility solelylor the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2 Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Earth City,Missouri 63045 SEQN:224397/ COMN Ply: 1 Job Number: 0721001 Cust:R7175 JRef:1Xaf71750005 T34 / FROM:MG Qty: 1 Art Rutkin DrwNo: 315.21.1038.42444 Truss Label: A10 / RTT 11/11/2021 6'11'3 13'6'14 19'9'12 26'4'2 F- -- 6'11'3 6791 6'2'14 "l 6'6"6 rr 1.57 114X8 C 72 m3X 3.73 p ss3X5 =5X7E B m W9 — • A F =3X5 T O ao b W2 I .H0308 =3X7 I III a 1.68 1 1 J =3x10 12 11 NI3X7 A 26'3'14 -i 6'6'4 7'2"6 2'0'13 f 4'3'13 5'9'6 H 6'6'4 13'8'10 1597 20'1'4 25'10'10 5' 63'14 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27 0(specified) Ce:1.0 VERT(LL): 0.117 I 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: 1.00 VERT(CL): 0.233 I 999 240 K 1891 /- /- /963 /635 /195 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.049 G - - F 1870 I- /- /943 /702 /- Des Ld: 51.00 EXP:C Kzt NA HORZ(TL): 0.097 G - - Wind reactions based on MWFRS Mean Height:35.76 ft K BrgWid=3.5 Min Req2. NCBCLL: 0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 = 0 Soffit: 2.00 IBC 2018 Max TC CSI: 0.663 F Brg Wid=3.5 Min Req= 1.8 BCDL:3.6 psf Bearings K&F Fcperp=565psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.790 RepFac:No Max Web CSI: 0.998 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:20.02.00A.1020.21 A-B 1465 -3055 C-D 1551 -2883 B-C 1558 -3060 D-E 1750 -3463 Lumber Top chord 2x6 DF-L#2 Bot chord 2x4 DF-L#2 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4:DF-L Standard+DF-L Stud:W2, Chords Tens.Comp. Chords Tens. Comp. W8 2x4 DF-L#2;W9 2x6 DF-L#2; J-I 2910-1596 H-G 3472 -1746 I-H 3461 -1749 Loading Truss designed for unbalanced snow loads. Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels use purlins to brace TC @ A-K 923 -1845 I-D 382 -897 24"oc. A-J 2858-1321 D-G 311 -378 Wind J-B 567 -936 G-E 3367 -1671 C-I 435 -171 E-F 943 -1805 Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. ��so PRoS Additional Notes '� t5'j Shim all supports to solid bearing. c�� ,,G 1 N FF,Q OZ 1 w 83294PE 9 OREGON �<0 `SLY 14,200� es *Sell Tan t000) Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2116 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinq installed per BCSI sections B3,B7 or B10, /� as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails., unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the *Ni WCOMP/NY truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 614 Earth City Expressway listing this drawing indicates acceptance of professional engeenng responsibility solely-or the design shown The suitabili y and use of this drawing for any structureln is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Earth City,Missouri 63045 SEQN:224399/ COMN Ply: 1 j Job Number: 0721001 Cust R 7175 JRef:1Xaf71750005 T60 / FROM:MG Qty: 1 Art Rutkin DrwNo: 315.21.1038.44206 I Truss Label: All / RTT 11/11/2021 it 5'7'4 12'4'4 19'4'12 I--_-_-_ --5,�,4----.-_-__ I 6,9. I I 7,C•8 12 1.57 3.73 12 III 5XX7 B a a 3X5 C yr(.5 a 5X100 T ii N� P 72X4' k 6 5)7 F F :i w7 m -� ill =3X10 0 1.88 1 12 III3X7 1 19'4'12 1 5'9• 6'10'12 6'3'8 I 5'9" , 12'7"12 I 18'11'4 4 's'a•1z Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.074 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.148 C 999 240 H 1387 /- /- /704 /497 /68 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.026 B - - E 1379 /- /- /689 /503 /- EXP:C Kzt:NA HORZ TL: 0.052 B - - Wind reactions based on MWFRS Des Ld: 51.00 Mean Height:36.97 ft ( ) NCBCLL:0.00 9 Building Code: Creep Factor:2.0 H Brg Wid=3.5 Min Req= 1.5 TCDL:6.0 psf IBC 2018 Max TC CSI: 0.997 E Brg Wid=3.5 Min Req= 1.5 Soffit: 2. BCDL:3.6 psfBearings H&E Fcperp=565psi. Load Duration: 1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.588 Spacing:32.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.951 Members not listed have forces less than 375# P 9 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 1WAVE VIEW Ver:20.02.00A.1020.21 A-B 811 -1409 C-D 1357 -2430 B-C 828 -1320 Lumber Top chord 2x4 DF-L#1&Bet. Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 DF-L#2 Chords Tens.Comp. Webs 2x4:DF-L Standard+DF-L Stud: W4 2x4 DF-L#2;W7 2x6 DF-L#2; G-F 2412-1336 Bracing (a)Continuous lateral restraint,equally spaced on Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. member. A-H 800-1353 F-D 2154 -1122 Loading A-G 1415 -763 D-E 770 -1294 Truss designed for unbalanced snow loads. G-C 755 -1365 Purlins In lieu of structural panels use purlins to brace TC @ 24"oc. Wind Ep PROF Wind loads based on MWFRS with additional C&C �� ts+F. member design. _,G(N Et s'j `-, 0 End verticals not exposed to wind pressure. C2 Wind loading based on both gable and hip roof types. LA/ 83294PE R .1"'y cc /r Additional Notes Shim all supports to solid bearing. OREGON 11, C re `�lY 14,20� ie -sell Tar' Renewal 6/30/2022 11/11/2021 "WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Comeiuus OR 97113 Component Safety Information,by TPI and SBCA)f safety practices prior to performing these functions. Installers shall provide temporary (503)357-2119 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 53,B7 or B10 as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise- Refer to ALPINE. drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/)PI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibility solely-tor the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Earth City,Missouri 63045 SEQN:224401/ MONO j Ply: 1 Job Number: 0721001 Cusr R 7175 JRef:1Xaf71750005 T53 / FROM:MG Qty: 1 Art Rutkin I DrwNo: 315.21.1038.43426 Truss Label: Al2 I / RTT 11/11/2021 59"4 '- 11'9'15 5'9'4 6'0'12 - 1.58 III1.5X4 A =3XB5 =5X5 C co A r p .�WS 1} =_1.5X4 in 42 ,. =45 F o1.88 1 1113X7 12 1 11'915 1 60'12 _ 53"12 6'0"12 11'4'7 �... 71'9"15 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.026 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.052 B 999 240 F 840 /- /- /424 /342 /120 BCDL: 6.00 Risk Category:Ill Snow Duration:1.15 HORZ(LL): 0.011 A - - D 833 /- /- /416 /272 /- Des Ld: 51.00 EXP:C Kzt:NA HORZ(TL): 0.021 A - - Wind reactions based on MWFRS Mean Height:36.79 ft F BrgWid=3.5 Min Req1. NCBCLL: 0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 5 Soffit: 2.00 IBC 2018 Max TC CSI: 0.912 D Brg Wid=3.5 Min Req= 1.5 BCDL:3.6 psf Bearings F&D Fcperp=565psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.351 Spacing:32.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.440 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s) Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 B-C 755 -1175 Lumber Top chord 2x4 DF-L#1&Bet. Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 DF-L#2 Chords Tens.Comp. Webs 2x4:DF-L Standard+DF-L Stud: F-E 1150 -726 W5 2x6 DF-L#2; Bracing Maximum Web Forces Per Ply(Ibs) (a)Continuous lateral restraint,equally spaced on Webs Tens.Comp. Webs Tens. Comp. member. F-B 1083-1324 C-D 569 -775 Purlins E-C 997 -565 In lieu of structural panels use purlins to brace TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. ¢ F �( se0 PROF Wind loading based on both gable and hip roof types.Additional Notesf83294PE . \ Shim all supports to solid bearing. ,.r� OREGON ~4 Lv 14,20 e 0 s0eII Tan' Renewal6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Ron 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building corns)us OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc-shall not be responsible for any deviation from this drawing,any failure to build the MOW COWPONY truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 514 Earth CityEx listing this drawing indicates acceptance of professional engeenng responsibilitysolelylor the design shown.The suitability and use of this p resswa y ' m drawing for any sfr ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Earth City,Missouri 63045 SEQN:224403/ MONO Ply: 1 Job Number: 0721001 Cust:R7175 JRef:1Xaf71750005 T32 / FROM:MG Qty: 1 Art Rutkin DrwNo: 315.21.1038.44628 Truss Label: A13 / RTT 11/11/2021 12 1.58 IIIX5 ■ 1113X5 B Ii. m to u, I W �� I : 3 X4 1 3X5 .. 1.88 12 A 3'10"5 A 34'13 3'4"13 5"8 3'105 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.000 A 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.001 A 999 240 D 273 /- /- /138 /118 /39 Risk Category:III BCDL 6.00 Snow Duration:1.15 HORZ(LL): 0.000 A C 267 /- /- /131 /82 /- EXP:C Kzt:NA Des Ld: 51.00 HORZ(TL): 0.000 A - - Wind reactions based on MWFRS Mean Height:36.26 ft BuildingCode: CreepFactor:2.0 D Brg Wid=3.5 Min Req= 1.5 NCBCLL: 0.00 TCDL:6.0 psf C Brg Wid=3.5 Min Req= 1.5 Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.228 Bearings D&C Fcperp=565psi. Load Duration:1 15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.074 RepFac:No Max Web CSI: 0.140 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): _ Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 Lumber Top chord 2x6 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud: W3 2x6 DF-L#2; Purlins In lieu of structural panels use purlins to brace TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Shim all supports to solid bearing. �,�E(,l PROF,. `C? �1 G`N� -� /O'L�'J C83294PE 7 OREGON `Ztv lc 0 � a.Saef Tar'c Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS R.a Box 88 97113 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Cor(50nelius ius OR 18 Component Safety Information,by TPI and SBCA)f safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83,B7 or B10 as applicable. Apply plates to each face of truss and position as shown above and on the JoiniDetails., unless noted otherwise. Refer to ALPINE. drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing,indicates acceptance of professional en sneering 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. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Earth City,Missouri 63045 t. ,- ' $ n.00..., ,aasrs, ,,..04#aedr'1tlJWiidfl/h4M.N.A1r4/.44tiN/f✓ii/Il#NMi4i'Mi idiMit4,04aLtilt&1.4604 aikkWIfMSMi43i SEQN:224425/ GABL I Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1Xaf71750005 T71 I FROM:MG I Qty: 8 Art Rutkin DrwNo: 315.21.1038.45875 Truss Label: AGE / RTT 11/11/2021 5'2"10 10'1"12 15'0"14 20' 1- 5,210 4'11"2 4'11"2 4,11"2 I'8 --1 4"H (TYP) AX5 1111.5X4(**) =3X5 F =3X5 I 3X5= 1111.5X4(**) 0 T 0 9 0 AL 0 0 AX-0EN - AP 1 0- 0 0 0 0 0 0 0 - AD///////////////////P Z X W U T 1114X8 I II3X7 =3X5 =3X5 =3X5 F' 20' -I 4'11"2 4'11"2 4'11"2 5'210 4'11"2 9'10"4 14'9"6 f 20' H Loading Criteria(psf) 1 Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27 0(specified) Ce:1.0 VERT(LL): 0.002 G 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.005 G 999 240 p* 170 /- /- /83 /63 /- BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(TL): -0.019 AD - - AD /-502 EXP:C Kzt:NA Des Ld: 51.00 HORZ(TL): 0.021 AD - - AX /-451 Mean Height:32.16 ft NCBCLL: 0.00 Building Code: Creep Factor:2.0 Wind reactions based on MWFRS TCDL:6.0 psf P Br Wid=239 Min Soffit: 2.00 IBC 2018 Max IC CSI: 0.191 9 Req= BCDL:3.6 psf Bearing AD is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.240 RepFac:No Max Web CSI: 0.782 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 A-E 1725-1704 H-I 1806 -1791 Lumber Wind E-F 1753-1728 I-K 923 -908 F-H 1013 -988 K-O 1718 -1717 Top chord 2x6 DF-L#2 Wind loads based on MWFRS with additional C&C Bot chord 2x4 DF-L#2 member design. Maximum Bot Chord Forces Per Ply Ibs ) Webs 2x4:DF-L Standard+DF-L Stud: End verticals not exposed to wind pressure. Chords Tens.Comp. Chords Tens. Comp. Plating Notes Additional Notes AD-Z 1715-1714 W-U 768 -744 All plates are 1.5X4 except as noted. See DWGS A16030ENC160118&GBLLETIN0118 for Z-X 739 -729 U-T 1508 -1484 (**)2 plate(s)require special positioning.Refer to gable wind bracing and other requirements. X-W 1622 -1611 T-P 1559 -1540 scaled plate plot details for special positioning Truss must be installed as shown with top chord up. requirements. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Loading A-AD 497 -580 W-H 492 -756 Truss transfers a maximum horizontal load of A-Z 1789 -1814 H-T 1752 -1795 6999#( 350.00 plf)along top chord,from either Z-E 590 -755 T-K 489 -663 direction,to supports where indicated.Diaphragm and E-W 1822-1858 K-P 1619 -1640 connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 6999 350.00 TC 0.00 20.00 QED PROFF Maximum Gable Forces Per Ply(Ibs) 6999 349.96 BC 0.00 20.00 .(� S',s, Gables Tens.Comp. Gables Tens. Comp. Truss designed to support 1-6-0 top chord outlookers ��� �C1G N E�� Oy AL-F 321 -380 AP-I 323 382 and cladding load not to exceed 5.00 PSF one face (V 83294PE 9 X-AL 353 -418 U-AP 346 -409 and 32.0"span opposite face.Top chord may be LC ,....../ notched 1.5"deep X 3.5" at 48"o/c along top edge. DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch in overhang or heel panel,unless specified otherwise .n OREGON Purlins r ICY 14,2ee QC In lieu of structural panels use purlins to brace all 4S'S@'t Tare t sloping TC @ 24"oc;all flat TC @ 24"oc. Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O Box 468 Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices pnor to performing these functions. Installers shall provide temporary (503)357-211e bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join-Details, unless noted otherwise. Refer to ALPINE. drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW BuildinctComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the R"ITV caw.w. truss in conformance with ANSI/TPI 1, or for handling, shipping,_installation and bracing of trusses. A seal on this drawing or cover page 514 Earth CityEx listing this drawing indicates acceptance of professional enaeenng responsibility solelylor the design shown.The suitability and use of thisp resswa y drawing for any structure is the responsibility of the Buildi inng Designer per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Earth City,Missouri 63045 SEQN:224427/ GABL Ply: 1 Job Number: 0721001 Cust:R 7175 JRef.1Xaf71750005 T70 i FROM:MG Qty: 1 Art Rutkin DrwNo: 315.21.1038.42817 Truss Label: AGE1 / RTT 11/11/2021 5'8"14 11'2"3 16'7"9 IH 5'8"14 -+ 5'S"6 I 5'S'6 f- 1'7"12--I w5X5 F 14"- =4X5 w3X5 1113X5 A (TYP)B D E G H J T r- V (a) Z _ (a) 0' AD g (a) D - IT3X7 / R Q ,: N IIK =4X5 =4X5 I- 16'7"9 H 5 5"6 _I 5'5"6 I 5'8"14 5'5"6 10'10"11 16'7"9 Loading Criteria(psf)TWind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.003 I 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.007 I 999 240 K* 170 /- /- /83 /63 /0 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.020 J - - T /-500 EXP:C Kzt:NA HORZ(TL): 0.022 J - - K /-430 Des Ld: 51.00 Mean Hei ht:32.16 ft NCBCLL:0.00 9 Building Code: Creep Factor:2.0 Wind reactions based on MWFRS TCDL:6.0 psf K Brg Wid=199 Min Req= - Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI 0.202 Bearing T is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.271 Spacing:32.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.667 Members not listed have forces less than 375# p 9 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE L IEW Ver:20.02.00A.1020.21 A-B 1926 -1901 E-G 1068 -1048 B-D 883 -858 G-H 1897 -1898 Lumber Wind D-E 1970-1950 H-J 1034 -1036 Top chord 2x6 DF-L#2 Wind loads based on MWFRS with additional C&C Bot chord 2x4 DF-L#2 member design. Webs 2x4:DF-L Standard+DF-L Stud: Maximum Bot Chord Forces Per Ply(Ibs) End verticals not exposed to wind pressure. Chords Tens.Comp. Chords Tens. Comp. Bracing Additional Notes T-R 1033 -1032 0-N 1792 -1772 (a)Continuous lateral restraint,equally spaced on See DWGS A16030ENC160118&GBLLETIN0118 for R-Q 1896 -1894 N-L 721 -695 member gable wind bracing and other requirements. Q-O 890 -870 L-K 1764 -1737 Plating Notes Truss must be installed as shown with top chord up. Maximum Web Forces Per Ply(Ibs) All plates are 1.5X4 except as noted. Webs Tens.Comp. Webs Tens. Comp. Loading A-T 506 -630 D-N 2014 -2055 Truss transfers a maximum horizontal load of A-Q 1974 -2004 N-G 438 -694 5819#( 350.00 plf)along top chord,from either Q-D 533 -781 G-K 1811 -1834 direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Maximum Gable Forces Per Ply(Ibs) Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 5819 350.00 TC 0.00 16.63 Gables Tens.Comp. Gables Tens. Comp. 5818 349.91 BC 0.00 16.63 ��F1�0�RQFFss/O V-B 457 -497 O-Z 422 -458 Truss designed to support 1-6-0 top chord outlookers G N F � R-V 485 -527 AD-H 414 -450 �`� and cladding load not to exceed 5.00 PSF one face 04 F Z Z-E 386 -420 L-AD 463 -503 and 32.0"span opposite face.Top chord may be (y 83294PE 7 notched 1.5"deep X 3.5" at 48"o/c along top edge. rr „-. DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch in overhang or heel panel,unless specified otherwise. Purlins OREGON In lieu of structural panels use purlins to brace all 4 *ZLY 14,2- 2 sloping TC @ 24"oc;all flat TC @ 24"oc. sae II Tan' Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing.. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)f safety practices prior to performing these functions. Installers shall provide temporary (503)357-2e18 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face,of truss and position as shown above and on the Joint-Details, unless noted otherwise Refer to ALPINE drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibility solelylor the design shown.The suitability and use of this drawing for any structure ucture is the responsibility of the Building-)Designer per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Earth City,Missouri 63045 ___- -_.._-..__.. ................ ,,.. ........,......„,,..•uruiv"....inn+nweue{uu,uu,{ufrv{run ,,,,,:h ,,,,N1sFi/YlFi,,,w,NFSNI1NYNdi{efi6u!/Ff,/,.w w,,wlA,w,w k,Aw,,... tit!&iuNH,u,,..s/Yl..... SEQN:224423/ GABL Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1Xaf71750005 T84 / FROM:MG Qty: 1 Art Rutkin DrwNo: 315.21.1038.45018 Truss Label: AGE2 / RTT 11/11/2021 5'2"10 I 10' I 14'9"6 f 20' H 5'290 4'9"6 4'9"6 5'2"10 F81.1 AXSF(NP) =3E5 H =3K5 =4X50 T D D D D D D ao D N_!ON10- D o- o- D - El AF//��.� �����//---"----------------'---/---/J P 1113X7 =X5 1111.5X4 X 1111.5X4(**) =3X5 1113X7 1111.5X4(**) =3X10 I- 20' 4'11"2 5'014 5'0"14 4'11"2 I- I4'11'2 10' I 15'0"14 I 20' Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.003 A 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.003 A 999 240 AF*173 I- /- /83 /65 /- BCDL 6.00 Risk Category:Ill Snow Duration:1.15 HORZ(LL): -0.030 H - - AF /-686 EXP:C Kzt:NA Des Ld: 51.00 Mean Height:36.61 ft HORZ(TL): 0.033 H - - P /-686 NCBCLL: 0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 IBC 2018 Max TC CSI: 0.180 AF Brg Wid=239 Min Req=- BCDL:3.6 psf Bearing AF is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.241 RepFac:No Max Web CSI: 0.960 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 A-E 1724-1712 H-K 1679 -1668 Lumber Wind E-H 1679-1668 K-O 1724 -1712 Top chord 2x6 DF-L#2 Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 DF-L#2 member design. Chords Tens.Comp. Chords Tens. Webs 2x4:DF-L Standard+DF-L Stud: End verticals not exposed to wind pressure. Comp. Plating Notes AF-AB 1718 -1717 X-T 1687 -1673 Additional Notes AB-X 1687-1673 T-P 1718 -1717 All plates are 1,5X4 except as noted, See DWGS Al6030ENC160118&GBLLETIN0118 for (**)2 plate(s)require special positioning.Refer to gable wind bracing and other requirements. Maximum Web Forces Per Ply(Ibs) scaled plate plot details for special positioning Truss must be installed as shown with top chord up. Webs Tens.Comp. Webs Tens. Comp. requirements. A-AF 683 -767 X-K 1839 -1864 A-AB 1875 -1888 K-T 664 -839 Loading AB-E 664 -839 T-O 1875 -1888 Truss transfers a maximum horizontal load of E-X 1839 -1864 O-P 683 767 6999#( 350.00 plf)along top chord,from either direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 6999 350.00 TC 0.00 20.00 PR 6999 349.96 BC 0.00 20.00 ,c�(.��D OF�StS' Truss designed to support 1-6-0 top chord outlookers NGj �v CG IN F�� �o and cladding load not to exceed 5.00 PSF one face (2 and 32.0"span opposite face.Top chord may be L(/ 83294PE 1-, notched 1.5"deep X 3.5" at 48"o/c along top edge. i 0' DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch in overhang or heel panel,unless specified otherwise Purlins OREGON In lieu of structural panels use purlins to brace all 11, *Z1-Y 14,200' 0 sloping TC @ 24"oc;all flat TC @ 24"oc. ' ' eIg Tar' ' Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,inc **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin ,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-21 to bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details., unless noted otherwise. Defer to ALPINE. drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the *N ITWCOMV*NY truss in conformance with ANSI/TPI 1, or for handling, shipping,.installation and bracing of trusses. A seal on this drawing or cover page 514 Earth CityEx resswa listing this drawing indicates acceptance of professional engineering responsibility solelyfor the design shown The suitability and use of thisP y drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Earth City,Missouri 63045 . SEQN:224442/ GABL Ply: 1 Job Number: 0721001 Cust:R7175 JRef:1Xaf71750005 T77 / FROM:MG Qty: 1 Art Rutkin DrwNo: 315.21.1038.43535 Truss Label: AGES / RTT 11/11/2021 5'6"5 10'9"2 15'11"15 5'6"5 I 5'2"13 f 5'213 b 1'4"H I--(TY" 1.5X4 P) :---3X5 IIII4X5 B D III 1.5X4 -,-3X5 III1.5X4(**)A L T 0 0 0 0 - 0 0 0 Z_ (a) - (a) M to N (a) 1 x iiiii�iiiiiiii------'M III3X7 V I��t�5 N III4X8 in 1 L5X4X4 --3X5 Ill 1I.5X4X4 =3X5 15'11"15 -I 5'2"13 5'2"13 5'6"5 5'2"13 10'5"10 I 15'11'15 Loading Criteria(psf) r Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.003 K 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.006 K 999 240 M* 173 /- /- /83 /65 /0 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): -0.021 L - - X /-691 EXP:C Kzt:NA HORZ TL: 0.023 L M /-629 Des Ld: 51.00 ( ) Mean Height:36.61 ft f Wind reactions based on MWFRS NCBCLL: 0.00 Building Code: iCreep Factor:2.0 TCDL:6.0 ps M Brg Wid=191 Min Req=- Soffit: 2.00 IBC 2018 Max TC CSI: 0.192 BCDL:3.6 psf Bearing X is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.255 RepFac:No Max Web CSI: 0.686 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(Ibs) 1Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 A-B 1841 -1830 0-H 1873 -1865 B-D 909 -898 H-L 1827 -1827 Lumber Purlins Top chord 2x6 DF-L#2 In lieu of structural panels use purlins to brace all Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 DF-L#2 sloping TC @ 24"oc;all flat TC @ 24"oc. Chords 2x4:DF-L Standard+DF-L Stud: Tens.Comp. Chords Tens. Comp. Wind X-V 927 -926 P-N 770 -759 Bracing Wind loads based on MWFRS with additional C&C V-T 1826-1825 N-M 1702 -1692 (a)Continuous lateral restraint,equally spaced on member design. T-P 1720-1712 member- End verticals not exposed to wind pressure. Plating Notes Additional Notes Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. All plates are 1.5X4 except as noted. See DWGS A16030ENC160118&GBLLETIN0118 for (**)3 plate(s)require special positioning.Refer to gable wind bracing and other requirements. A-X 696 -813 D-P 2021 -2038 scaled plate plot details for special positioning Truss must be installed as shown with top chord up. A-T 1982-1993 P-H 667 -803 requirements. T-D 774 -908 H-M 1836 -1843 Maximum Gable Forces Per Ply(Ibs) Loading Gables Tens.Comp. Gables Tens. Comp._ Truss transfers a maximum horizontal load of �()PROS Z-B 369 -389 N-AM 375 396 5598#( 350.00 plf)along top chord,from either F direction,to supports where indicated.Diaphragm and A. SS/ V-Z 360 -379 connections are to be designed by Engineer of Record. ‘..‘G I N e. 0 01 Drag Loads:Force(#) (PLF) Mbr Start End �ll� kt 83294PE R Case 1: 5598 350.00 TC 0.00 16.00 it 0' �. ... 5597 349.87 BC 0.00 16.00 Truss designed to support 1-6-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 32.0"span opposite face.Top chord may be OREGON notched 1.5"deep X 3.5" at 48"o/c along top edge. DO NOT OVERCUT.No knots or other lumber 13 `2/y 14 20ti" 0defects allowed within 12"of notches.Do not notch 4/S. in overhang or heel panel,unless specified otherwise. *sell Tao Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling.,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices pnor to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the *M n COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping,_installation and bracing of trusses. A seal on this drawi W ng or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibility solely/or the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer Suite 242 esigner per ANSI/IPI 1 Sec.2. Earth City,Missouri63045 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq SEQN:224440/ GABL Ply: 1 Job Number: 0721001 Cum:R 7175 JRef:1Xaf71750005 T79 FROM:MG Qty: 1 Art Rutkin DrwNo: 315.21.1038.43113 Truss Label: AGE4 / RTT 11/11/2021 1 10H 4X8 H-14 -H A (TYP) B F T CV 111111! N 4 I L' G 1113X7 J H =6X8 I- 6'9"4 -{ 6'9"4 -I 6'9"4 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.003 A 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.003 E 999 240 G* 173 /- /- /83 /65 /- BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): -0.035 F - - L /-685 EXP:C Kzt:NA Des Ld: 51.00 Mean Height 36.61 ft HORZ(TL): 0.038 F - - T /-707 NCBCLL: 0.00 TCDL:6.0 psf Building Code: Creep Factor 2.0 Wind reactions based on MWFRS Soffit: 2.00 IBC 2018 Max TC CSI: 0.245 G Brg Wid=81.3 Min Req=- BCDL:3.6 psf Bearing Lisa rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.337 RepFac:No Max Web CSI: 0.907 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 A-B 2361 -2361 B-F 1643 -1643 Lumber Wind Top chord 2x6 DF-L#2 Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 DF-L#2 member design. Chords Tens.Comp. Chords Tens. Comp. Webs 2x4:DF-L Standard+DF-L Stud: End verticals not exposed to wind pressure. L-J 708 -707 H-G 2359 -2358 Bracing J-H 1641 -1640 Additional Notes (a)Continuous lateral restraint,equally spaced on See DWGS Al6030ENC160118&GBLLETIN0118 for Maximum Web Forces Per Ply(ibs) member gable wind bracing and other requirements- Webs Tens.Comp. Webs Tens. Comp. Plating Notes Truss must be installed as shown with top chord up. A-L 678 -769 A-G 2478 -2478 All plates are 1.5X4 except as noted. Loading Maximum Gable Forces Per Ply(Ibs) Gables Tens.Comp. Gables Tens. Comp. Truss transfers a maximum horizontal load of 2369#( 350.00 plf)along top chord,from either N-B 390 -308 H-S 394 -311 direction,to supports where indicated.Diaphragm and J-N 377 -297 connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 2369 350.00 TC 0.00 6.77 2369 349.90 BC 0.00 6.77 ��(XEO PROFcs6 Truss designed to support 1-6-0 top chord outlookers `!� <JG I N F /0 and cladding load not to exceed 5.00 PSF one face (• Z and 32.0"span opposite face.Top chord may be LV 83294PE 9 notched 1.5"deep X 3.5" at 48"o/c along top edge Cr a , DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch ' in overhang or heel panel,unless specified otherwise. Purlins OREGON C. In lieu of structural panels use purlins to brace all �4 ZLY ta,zod°r� sloping TC @ 24"oc;all flat TC @ 24"oc. sell Taoc Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P 0.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building 150313 us OR 97113 Component Safety Information,by TPI and SBCA)f safety practices prior to performing these functions. Installers shall provide temporary (503)357-2116 bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positi i ons Refer to jobs General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the "„my COMPANYtruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page 514 Earth CityEx resswa listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown.The suitability and use of thisp y drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Earth City,Missouri 63045 SEQN:224438/ GABL Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1Xat71750005 T81 / FROM:MG Qty: 3 Art Rutkin DrwNo: 315.21.1038.43317 Truss Label: AGES / RTT 11/11/2021 5'2"10 10'1"12 15'0"14 20' -- 5'2""10 + 4'11"2 I 4'11"2 I 4'11"2 �'8; H 1'4"---I (TYP) III4X8 C =3X5 =3X5 III 3X5 A =3X5 o _- W2 W8 R 113// /P// /N/ /�// J 1114X5 3X5 - 3X5 =3X5 [- 20' "1 411"2 4'11"2 4'11"2 5'2"10 4'11"2 - - 9'10"4 -I 14'9"6 I 20' Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.007 H 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 ;Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.015 H 999 240 J* 168 /- /- /83 /65 I- BCDL. 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): -0.019 R - - R /-404 EXP:C Kzt:NA Des Ld: 51.00 I Mean Hei ht:36.10 ft HORZ(TL): 0.021 R - - Z /-266 NCBCLL: 0.00 9 Building Code: Creep Factor:2.0 Wind reactions based on MWFRS TCDL:6.0 psf J BrgWid=239 Min Soffit: 2.00 IBC 2018 Max TC CSI: 0.368 Req= - BCDL:3.6 psf TPI Std: 2014 Max BC CSI: 0265 Bearing R is a rigid surface. . Load Duration:1.15 MWFRS Parallel Dist:h/2 to h Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.755 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 A-C 1814 -1754 E-G 1763 -1721 C-E 1776-1720 G-I 1711 -1719 Lumber Additional Notes Top chord 2x6 DF-L#2 See DWGS A16030ENC160118&GBLLETIN0118 for Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 DF-L#2 gable wind bracing and other requirements. Chords Tens.Comp. Chords Tens. Comp. Webs 2x4:DF-L Standard+DF-L Stud:W2, Truss must be installed as shown with top chord up. W 8 2x4 DF-L#2; R-P 1717-1708 N-L 1517 -1472 P-N 1566-1531 L-J 1632 -1569 Plating Notes All plates are 1.5X4 except as noted. Maximum Web Forces Per Ply(Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. Truss transfers a maximum horizontal load of A-R 369 -536 N-E 564 -684 6999#( 350.00 plf)along top chord,from either A-P 1795 -1890 E-L 1628 -1724 direction,to supports where indicated.Diaphragm and P-C 495 -713 L-G 565 -699 connections are to be designed by Engineer of Record. C-N 1689 -1786 G-J 1616 -1689 Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 6999 350.00 TC 0.00 20.00 6999 349.96 BC 0.00 20.00 Truss designed to support 1-6-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face 0 PROF and 32.0"span opposite face.Top chord may be 1....o.notched 1.5"deep X 3.5" at 48"o/c along top edge. `rtjDO NOT OVERCUT.No knots or other lumber _AG)N EF OZdefects allowed within 12"of notches.Do not notch 83294PEin overhang or heel panel,unless specified otherwise. 4 Purlins In lieu of structural panels use purlins to brace all sloping TC @ 24"oc;all flat TC @ 24"oc. OREGON Wind 13 4- `Vr:Y 14,20� Wind loads based on MWFRS with additional C&C *sell Tar t member design. End verticals not exposed to wind pressure. Renewal 8/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)f safety practices pnor to performing these functions. Installers shall provide temporary (503)357-2118 bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 133,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE. drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/)PI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibility solelylor the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Earth City,Missouri 63045 SEQN:224434/ GABL Ply: 1 I Job Number: 0721001 Cust:R 7175 JRef:1Xaf71750005 T82 / FROM:MG Qty: 1 ,Art Rutkin DrwNo: 315.21.1038.45921 LTruss Label: AGE6 / RTT 11/11/2021 4'9"4 9'3" 13'8"12 4'9"4 I 4'5"12 4'5"12 `---1'6"6--I--1'4"H (TYP) III 1.5X4(**) 1114X5 m 3X5 III 1.5X4 m 3X5 1113X5 A D G T _ O I = a R / /J III 3X5 p M 1114X5 =3X5 1111.5X4(**) E3X5 F - 13'8"12 -{ 4'5"12 4'5"12 4'9"4 4'5"12 8'11"8 13'8"12 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specifled) Ce:1.0 VERT(LL): 0.010 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.021 B 999 240 J* 168 /- /- /83 /65 /- BCDL: 6.00 Risk Category:Ill Snow Duration:1.15 HORZ(LL): 0.013 I - - R /-363 EXP:C Kzt:NA HORZ(TL): 0.014 I - - J /-294 Des Ld: 51.00 Mean Height:36.10 ft ( ) NCBCLL: 0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.221 J Brg Wid=164 Min Req= - Bearing R is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.228 Spacing:32.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.637 Members not listed have forces less than 375# Loc.from endwall:AnyFT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 A-D 1573-1528 G-I 1558 -1559 Lumber Wind D-G 1620 -1582 Top chord 2x6 DF-L#2 Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 DF-L#2 member design. Webs 2x4:DF-L Standard+DF-L Stud: Chords Tens.Comp. Chords Tens. Comp. End verticals not exposed to wind pressure. Plating Notes R-P 1563 -1552 M-J 1453 -1402 Additional Notes P-M 1475 -1443 All plates are 1,5X4 except as noted. See DWGS A16030ENC160118&GBLLETIN0118 for (`*)2 plate(s)require special positioning.Refer to gable wind bracing and other requirements. Maximum Web Forces Per Ply(Ibs) scaled plate plot details for special positioning Truss must be installed as shown with top chord up. Webs Tens.Comp. Webs Tens. Comp. requirements. A-R 366 -498 D-M 1629 -1704 A-P 1584-1644 M-G 564 -668 Loading P-D 480 -722 G-J 1459 -1508 Truss transfers a maximum horizontal load of 4805#( 350.00 plf)along top chord,from either direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 4805 350.00 TC 0.00 13.73 ��D Pep Ss 4805 349.95 BC 0.00 13.73 4' . Truss designed to support 1-6-0 top chord outlookers �0 and cladding load not to exceed 5.00 PSF one face 83294PE and 32.0"span opposite face.Top chord may be >.> notched 1.5"deep X 3.5" at 48"o/c along top edge. DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch in overhang or heel panel,unless specified otherwise. OREGON Purlins e `VLY 14,20tl° In lieu of structural panels use purlins to brace all �`S'S �� sloping TC @ 24"oc;all flat TC @ 24"oc. a II Ta n Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2116 l bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise, Refer to ALPINE drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the * r truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawingor cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown.The suitabilit and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2 Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Earth City,Missouri 63045 _ SEQN:224421/ GABL Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1xaf71750005 T80 / FROM:MG Qty: 1 Art Rutkin DrwNo: 315.21.1038.42446 Truss Label: AGE7 / RTT 11/11/2021 3'11"13 8'4"13 13'4"14 F 3'11"13 I 4'5" 5' I--1'4"7 R 2'8" -1 (TYP) 1'4" 12 0.6 III4X5 =5X5 A C _4X5E 4X5 T F rto- 0 ,,T 11 o r f= o n 1 L3X / // 5G III =4X8 4X5 13'4"14 '1 3'10"1 4'10"4 4'8"8 I H 3'10"1 I 8'8"5 I 13'4'14 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pt 27.0(specified) Ce:1.0 VERT(LL): 0.008 D 999 360 Loc R+ /R- /Rh /Rw I U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.017 D 999 240 G* 168 /- /- /83 /65 /15 BCDL: 6.00 Risk Category:111 Snow Duration:1.15 HORZ(LL): -0.024 D - - L /-396 EXP:C Kzt:NA 9 HORZ TL: 0.026 D - - G /-222 Des Ld: 51.00 Mean Height:35.86 ft ( ) NCBCLL: 0.00 Building Code: Creep Factor:2.0 Wind reactions based on MWFRS TCDL:6.0 psf G Brg Wid=160 Min Req= - Solt: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.479 Bearing L is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.309 Spacing:32.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.669 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 A-C 1456-1452 E-F 1665 -1623 Lumber Additional Notes C-E 1469 -1516 Top chord 2x6 DF-L#2 See DWGS A16030ENC160118&GBLLETIN0118 for Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 DF-L#2 gable wind bracing and other requirements. Chords Tens.Comp. Chords Tens. Comp. Webs 2x4:DF-L Standard+DF-L Stud: L-J 1282 -1272 H-G 1759 -1740 Plating Notes J-H 1683 -1592 All plates are 1.5X4 except as noted. Loading Maximum Web Forces Per Ply(Ibs) Truss transfers a maximum horizontal load of Webs Tens.Comp. Webs Tens. Comp. 4690#( 350.00 plf)along top chord,from either A-L 401 -543 E-H 837 -843 direction,to supports where indicated.Diaphragm and A-J 1528 -1535 H-F 1600 -1673 connections are to be designed by Engineer of Record. J-C 409 -391 F-G 304 -451 Drag Loads:Force(#) (PLF) Mbr Start End J-E 1479-1552 Case 1: 4690 350.00 TC 0.00 13.40 4490 335.00 BC 0.00 13.40 Truss designed to support 1-6-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 32.0"span opposite face.Top chord may be ��Q PROpS. notched 1.5"deep X 3.5" at 48"o/c along top edge. DO NOT OVERCUT.No knots or other lumber NCO G 1 N F `rip defects allowed within 12"of notches.Do not notch �� tC,Q 2 in overhang or heel panel,unless specified otherwise. l{/ 83294PE '9 Truss designed for unbalanced snow loads. IC Purlins In lieu of structural panels use purlins to brace all OREGON sloping TC @ 24"oc;all flat TC @ 24"oc. 134,(�s �CY la.20e Q+C Wind loads based on MWFRS with additional C&C seii Tao' member design_ Endverticals not exposed to wind pressure. Renewal 6l30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO AIL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)f safety practices prior to performing these functions. Installers shall provide temporary (503)357-2 1e bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face.of truss and position as shown above and on the JointtDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions-Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildingg Components Group Inc.shall not.be responsible for any deviation from this drawing,any failure to build the eN,recos RANY truss in conformance with ANSIITPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibility solelylor the design shown.The suitability and use of thisPI Suite 242 drawing for any structure is the responsibility of the Building-Designer per ANSI/T 1 Sec.2. For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Earth City,Missouri 63045 SEQN:224432/ GABL Ply: 1 Job Number: 0721001 Cost:R 7175 JRef:1Xaf71750005 T74 / FROM:MG Qty: 1 Art Rutkin DrwNo: 315.21.1038.42443 Truss Label: AGES / RTT 11/11/2021 4'0"10 I 5'5"3 4'0"10 1'4 10 III4X8 III3X5 A C FIll 1-- U111111111111111101.1 co ;- 111111111111 II ill I II ' M1 F ' D III 3X7 1114X8 H 5'5"3 H L 1'4"10 I 2'8" I 1'4°10 1'4"10 4'0"10 5'5 3 1 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 20 00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.023 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.047 B 999 240 D* 168 /- /- /83 /67 /33 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): -0.020 C - - F /-303 EXP:C Kzt:NA Des Ld: 51.00 Mean Height:35.62 ft HORZ(TL): 0.023 C - - H /-247 NCBCLL: 0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.471 D Brg Wid=rigid65. Min Req= - Load Duration:1.15 TPI Std: 2014 Max BC CSI: 0.252 Bearing F is a surface. MWFRS Parallel Dist:h/2 to h Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.978 Loc.from endwall:Any FT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 A-C 1880-1890 Lumber Wind Top chord 2x6 DF-L#2 Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 DF-L#2 member design. Chords Tens.Comp. Webs 2x4:DF-L Standard+DF-L Stud: End verticals not exposed to wind pressure. F-D 1712 -1696 Bracing Additional Notes Maximum Web Forces Per Ply(Ibs) (a)Continuous lateral restraint,equally spaced on See DWGS A16030ENC160118&GBLLETIN0118 for Webs Tens.Comp. Webs Tens. Comp. member. gable wind bracing and other requirements, Plating Notes Truss must be installed as shown with top chord up. A-F 414 -499 A-D 1914 -1918 All plates are 1.5X4 except as noted. Loading Truss transfers a maximum horizontal load of 1901#( 350.00 plf)along top chord,from either direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 1901 350.00 TC 0.00 5.43 ! ,gyp PROF 1721 316.82 BC 0.00 5.43 .(i� �str Truss designed to support 1-6-0 top chord outlookers �� C31 N F �� and cladding load not to exceed 5.00 PSF one face CP "a F41 y and 32.0"span opposite face.Top chord may be Cu 83294PE 17 notched 1.5"deep X 3.5" at 48"o/c along top edge. DO NOT OVERCUT.No knots or other lumber- defects allowed within 12"of notches.Do not notch in overhang or heel panel,unless specified otherwise. Purlins OREGON In lieu of structural panels use purlins to brace all �4 SLY 14,20� ter sloping TC @ 24"oc;all flat TC @ 24"oc. SSe li Tar Renewal 8/30/2022 1I/I1/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Comous OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join-Details., unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positi ons.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the "s truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway fisting this drawing,indicates acceptance of professional engineering responsibility solelyfor the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-DDesigner per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Earth City,Missouri 63045 SEQN:224951/ MONO rely 1 Job Number: 0721001 Cust:R 7175 JRef:1Xaf71750005 T117 FROM:MG Qty: 1 I Art Rutkin DrwNo: 315.21.1038.43457 Truss Label: B / RTT 11/11/2021 1'10"14 _I 510"4 1'10"14 3'11"7 er 3X5 12 1 1.81 III3X5 T C T ss3B _ I 0• IEI t 1113X5 0' F 1114X5 =_3X5 ..181 12 1 5'10"4 A 1 4"6 I 3 9"6 17"6 5'4"12 H 5'104 T Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.004 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.008 B 999 240 F 488 /- /- /- /181 /- BCDL: 6.00 Risk Category:Ill Snow Duration:1.15 HORZ(LL): 0.002 B - - D 492 /- /- /- /183 /- Des Ld: 51.00 EXP:C Kzt:NA HORZ(TL): 0.003 B - - Wind reactions based on MWFRS Mean Height:34.78 ft F BrgWid=- Min NCBCLL: 0.00 TCDL:6.0psf Building Code: Creep Factor:2.0 Req= - Soffit: 2.00 BCDL: IBC 2018 Max TC CSI: 0.114 D Brg Wid=3.8 3.6 psfBearing D is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.138 Spacing:32.0" C&C Dist a:3.07 ft Rep Fac:No Max Web CSI: 0.263 Members not listed have forces less than 375# FT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 A-B 176 -482 Lumber To chord 2x6 DF-L SS Maximum Bot Chord Forces Per Ply(Ibs) Botchord 2x6 DF-L SS Chords Tens.Comp. Webs 2x4:DF-L Standard+DF-L Stud: E-D 520 -193 W 5 2x6 DF-L#2; Special Loads Maximum Web Forces Per Ply(Ibs) -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Webs Tens.Comp. Webs Tens. Comp. TC:From 121 plf at 0.00 to 121 plf at 5.85 A-F 187 -503 B-D 184 -485 BC:From 16 plf at 0.00 to 16 plf at 5.85 A-E 596 -217 BC: 180 lb Conc.Load at 3.00 Purlins In lieu of structural panels use purlins to brace TC @ 24"oc. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. ��e0 PRopA, Wind loading based on both gable and hip roof types. ,§') �aG�N e. SjO2 4 83294PE 7 re OREGON 13 v-0'14 26� t 4ss'ell Tar Renewal 6130/2022 II/II/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices pnor to performing these functions. Installers shall provide temporary (503)357-2118 bracingper BCSI._Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections 63,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join-Details., unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions Refer to jobs' General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSUTPI 1, or for handling, shipping,_installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibility solely-or the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building-Designer per ANSI/IP!1 Sec.2, For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com:ICC:iccsafe.org;AWC:awc.orq Earth City,Missouri 63045 'i/thlr/ii! /N11A/tJlIi1NJ f" i/f//r•/ Fetna..... SEQN:224953/ MONO Ply: 1 Job Number: 0721001 -Cust:R 7175 JRef:1Xaf71750005 T21 i FROM:MG Qty: 1 Art Rutkin DrwNo: 315.21.1038.45235 Truss Label: B1 / RTT 11/11/2021 5 092 8'10"3 12 9"9 I -I5'0"12 3'9"6 3'11"7 1 81 12 III3X5 v D T -3X5 T C __3X5 B W7 :' =5X5 " r A T k=3--- w2 =5X5 E r in — -3X5 ? 1 -5X5 1 H3X7 0 1.81 IIIr 12'9"9 4'6"4 3'9"6 3'9"6 4'9"4 8'691 12'4"1 H la" 3 9 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27 0(specified) Ce:1.0 VERT(LL): 0.045 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.093 B 999 240 H 1165 /- /- /- /323 /- BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(TL): 0.009 F - - E 1124 /- /- /- /326 /- Des Ld: 51.00 EXP:C Kzt:NA HORZ(TL): 0.019 F - - Wind reactions based on MWFRS Mean Height:34.26 ft NCBCLL: 0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 H Brg Wid=- Soffit: 2.00 IBC 2018 Max TC CSI: 0.246 E Brg Wid=- BCDL:3.6 psf Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.292 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) Spacing:32.0" C&C Dist a:3.07 ft Rep Fac:No Max Web CSI: 0.631 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): A-B 648-2347 B-C 599 -2167 Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x6 DF-L SS Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 DF-L SS G-F 2385 -666 F-E 2097 -585 Webs 2x4:DF-L Standard+DF-L Stud: W2 2x4 DF-L#2;W7 2x6 DF-L#2; Maximum Web Forces Per Ply(Ibs) Special Loads Webs Tens.Comp. Webs Tens. Comp. (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) A-H 327-1019 G-B 247 -534 TC:From 121 plf at 0.00 to 121 plf at 12.80 A-G 2295 -626 C-E 577 -2066 BC:From 16 plf at 0.00 to 16 plf at 12.80 BC: 180 lb Conc.Load at 1.92,5 92,9.92 Purlins In lieu of structural panels use purlins to brace TC @ 24"oc. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Pep ROAk Wind loading based on both gable and hip roof types. � %rip C. �c,INF O �L(/ 63294PE le "`i .ram OREGON r4 `�cr 14,2p0� e, *Sell Tang Renewal 6/30/2022 1 I/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections E33,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPi N E drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN RV,COMPANY truss in conformance with ANSIITPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 514 Earth CityExpressway listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown The suitability and use of this p y drawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Earth City,Missouri 63045 •.,, .* /rv=-W' -Je+$t'vv V W.'/NJNgM r.-k."N NJMY.,, SEQN:224957/ MONO Ply: 1 1 Job Number: 0721001 Cust:R 7175 JRef:1Xaf71750005 T15 / ' FROM:MG Qty: 1 Art Rutkin DrwNo: 315.21.1038.45859 I Truss Label: B2 / RTT 11/11/2021 -1 92'1-1 228 7" 4'5"4 6'0"3 12'01 15'10"15 19'894 7" --__--- 3.10"1------+ 1' 16 5 r- 3'9"6 3'1094 I 3'9"15 ill 3X5 H -I- 1.81 12 =3X10 e 3X5 O F a) W11 N 3E 5 v c -4C 340X5 AB X7 =5X7 a X -3X5 Pc Wp o _W1 L =-3X5 N =4X5 1 =3X10 0 1.81 1 ON 12 1113X10 r 19'8"14 1 I 3'7"14 3'10"14 f 3'9"6 I 3'9"6 I 3'9"6 4'0"5 7'11"3 11'8'9 15'6' 19'3"6 7 5" ^7 9 "14 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL. 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:Ill PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.149 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: 1.00 VERT(CL): 0.306 E 768 240 0 1793 /- /- /- /660 /- BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.036 C - - I 1626 /- /- /- /598 /- EXP:C Kzt:NA Des Ld: 51.00 1 HORZ ) 0.074 C - - Wind reactions based on MWFRS (TL Mean Height:33.74 ft P NCBCLL: 0.00 BuildingCode: !Creep Factor:2.0 0 Brg Wid=- TCDL:6.0 psf IBC 2018 Max TC CSI: 0.332 I Brg Wid=- Soffit: 2. BCDL:3.6 psf Members not listed have forces less than 375# Load Durationn::1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.589 Maximum Top Chord Forces Per Ply(Ibs) Spacing:32.0" C&C Dist a:3.07 ft Rep Fac:No Max Web CSI: 0.696 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): B-C 1352 -3672 E-F 1951 -5297 Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 C-D 1951 -5296 F-G 1328 -3610 D-E 1937 -5267 Lumber Top chord 2x6 DF-L SS Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x6 DF-L SS Webs 2x4:DF-L Standard+DF-L Stud:W1, Chords Tens.Comp. Chords Tens. Comp. W11 2x6 DF-L#2;W 2 2x4 DF-L#2; M-L 3812-1405 K-J 5243 -1930 L-K 5338 -1965 J-I 3467 -1280 Bracing (a)Continuous lateral restraint,equally spaced on Maximum Web Forces Per Ply(Ibs) member. Webs Tens.Comp. Webs Tens. Comp. Special Loads B-N 629-1649 L-E 202 -456 -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) B-M 3623 -1331 F-J 631 -1694 TC:From 121 plf at 0.00 to 121 plf at 19.74 M-C 495 -1169 J-G 865 -267 BC:From 16 plf at 0.00 to 16 plf at 19.74 C-L 1504 -546 G-I 1275 -3454 BC: 180 lb Conc.Load at 1.93,5.93,9.93,13.93 Purlins In lieu of structural panels use purlins to brace TC @ 24"oc. ���sp PRop4, Wind G,1NFgs.�O Wind loads and reactions based on MWFRS. C, �� �R 2 End verticals not exposed to wind pressure. 83294PE 9 Wind loading based on both gable and hip roof types. OREGON /o ` r 4S tiLY 14,2- ter Sell Tang Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P O.Box 468 Trusses require extreme care in fabricating,handling,shipping,instalen and bracing. Refer to and follow the latest edition of BCSI(Building (503)3 Cornelius OR 97113 Component Safety Information,by TPI and SBCA)f safety actices poor to perforing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 53,B7 or B10, /4111144. as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibility solely'or the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer Suite 242esigner per ANSI/TPI 1 Sec.2 more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe-org;AWC:awc.orq Earth City,Missouri 63045 .. +— ._.. - .-..-«..-.•.« .. 'Wllsir"Js/t ralvr(a}r .j/r(ui{aN v/fxasRf!(ttN.tvr.. SEQN:224959/ MONO Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1Xaf71750005 T109 ' FROM:MG Oty: 1 Art Rutkin DrwNo: 315.21.1038.45470 1 I Truss Label: B3 / RTT 11/11/2021 15 2' 2'2'8 311"3 7'7"3 11'4 9 _ 12'1118 18'11"6 22'10'4 26'8'3 3'11'3 -- 37'15 3'9'6 I 1'69B 3'9'6 3'10'14 I 3'9'15 III3X5 r .3X10 1.81 0 =_4X5 H T .3X5 C' W15 N ==3X5 —5E5 F 14 D � __3X5 —3X10 C " =6X83 =6X8 9 �3 =L _4X5 N T A � M e2 =3X5 b p`�_ r N =_3X5 0 =3X5 0 1.81 1 _ __H0710 12 11 Q =3X12 III3X10 i 26'8"3 1 7105 3'11"11 _I 39"9 _ 3'9"6 I 3'9'6 3'9'6 39"6 _ 3'3'13 7'3'8 11'1'1 14'10'8 187'14 22'5"5 26'2"11 i5� 5' 5 8'3 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pt:27.0(specified) Ce:1.0 VERT(LL): 0.386 M 830 360 Loc R+ /R- /Rh /Rw I U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.790 M 405 240 Q 2386 /- /- /- /875 /- BCDL: 6 00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.091 C - - J 1983 /- /- /- /725 /- Des Ld: 51.00 EXP:C Kzt:NA HORZ(TL): 0.187 C - - Wind reactions based on MWFRS Mean Height:33.21 ft NCBCLL: 0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Q Brg Wid=- Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.716 J Brg Wid=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.665 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.07 ft Rep Fac:No Max Web CSI: 0.871 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 1632-4456 E-F 3211 -8779 Wind Duration:1.60 WAVE,HS VIEW Ver:20.02.00A.1020.21 B-C 2775-7572 F-G 2670 -7295 Lumber C-D 3299 -9008 G-H 1655 -4526 D-E 3225 -8808 Top chord 2x6 DF-L SS Bot chord 2x6 DF-L SS B2 2x6 DF-L 2400f-2.0E; Maximum Bot Chord Forces Per PlyIbs Webs 2x4:DF-L Standard+DF-L Stud:W2, ( ) W4 2x4 DF-L#2;W15 2x6 DF-L#2; Chords Tens.Comp. Chords Tens. Comp. Bracing P-O 4676-1714 M-L 8753 -3207 O-N 7686-2816 L-K 7165 -2625 (a)Continuous lateral restraint,equally spaced on N-M 9031 -3307 K-J 4337 -1590 member. Special Loads Maximum Web Forces Per Ply(Ibs) -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Webs Tens.Comp. Webs Tens Comp. TC:From 121 plf at 0.00 to 121 plf at 26.68 A-Q 801 -2142 N-D 220 -503 BC:From 16 plf at 0.00 to 16 plf at 26.68 A-P 4534 -1658 F-L 566 -1528 BC: 180 lb Conc.Load at 0.00,3.82,7,82,11.82 P-B 697-1772 L-G 728 -225 Purlins B-0 2946-1073 G-K 1011 -2743 In lieu of structural panels use purlins to brace TC @ O-C 444 -1035 K-H 1210 391 24"oc. ���Ep PROFFss C-N 1331 -528 H-J 1585 -4321 Wind N _tG1NEtt �O Wind loads and reactions based on MWFRS. O !G 2 End verticals not exposed to wind pressure. Lk r` ,83294PE 9 Wind loading based on both gable and hip roof types. :+'" r \ OREGOR .GON c 4ICY 14,26 eoe S-els Tar Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P O.Box498 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building comers OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2116 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections 53,B7 or B10, ,41111 as applicable. AppTy plates to each face oT truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to A PL ,N E drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the *„ , truss in conformance with ANSI/TPI 1, or for handling, shipping,.installation and bracing of trusses. A seal on this drawing or cover page 514 Earth CityEx listing this drawing indicates acceptance of professional engeenng responsibility solely-for the design shown.The suitability and use of this Expressway y drawing for any structurein is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. Suite 242 1 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Earth City,Missouri 63045 SEQN:224925/ MONO Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1Xaf71750005 T23 / FROM:MG Qty: 1 Art Rutkin DrwNo: 315.21.1038.42895 Truss Label: B4 / RTT 11/11/2021 192'91 2'2 8 5"5 4'Y6 T11'12 ---11'7"12 15'5'2-+-1T0"II1 23'1'6 26'11'12 30'8"12 I515 3'9'1 I 3'9'6----� 3'7-15 + 3'9'6 ' 1'6"15 I 3'10'14 I 3'10'6 I 3'9' _4r2 J T -r 1.81 02 .H10 16* iv o5X7 G �� - w17 ix+ E F III =3X10D =_6X10 1 =3X10 C =_4X8 =_A5X10 S ��� M N 82 0 C !- 0 e �'! a 0 8S1012 1.81 1 _l - =3x10 12 S ' =4x; 1113X10 A 30'8"12 j 3'1'8 3'10'6 3'10'8 3'9'12 3'9'6 39"6 3'8'15 3'9"14 I 3T I 7'5"6 I 11'3'14 I 15'1'10 I 18'11"l I 22'8'7 26'5'6 { 30'3'4 y8 88 3'8 u58 '12 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.601 E 613 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 1.342 E 274 240 S 2506 /- /- /1093 /829 /351 BCDL: 6.00 Risk Category:III Snow Duration:1.15 I HORZ(LL): 0.135 D - - K 2456 /- /- /1095 /815 /- EXP:C Kzt:NA Des Ld: 51.00 HORZ(TL): 0.302 D - - Wind reactions based on MWFRS Mean Height:32.91 ft S BrgWid=5.5 Min Req2.6 NCBCLL: 0.00 Building Code: Creep Factor:2.0 TCDL:6.0 psf K Brg Wid=3.8 Min Req= 1.5 Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.856 Bearings S&K are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.948 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.07 ft Rep Fac:No Max Web CSI: 0.849 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,18SS VIEW Ver:20.02.00A.1020.21 A-B 2231 -5477 E-F 4858-11607 B-C 3834 -9231 F-G 4864 -11578 Lumber C-D 4802-11276 G-H 3958 -9590 Top chord 2x6 DF-L 2400f-2.OE D-E 5144-12052 H-I 2420 -5827 Bot chord 2x6 DF-L SS B2 2x6 DF-L 2400f-2.0E; Webs 2x4:DF-L Standard+DF-L Stud: W2 2x4 DF-L#1&Bet.;W4,W16 2x4 DF-L#2; Maximum Bot Chord Forces Per Ply(Ibs) W17 2x6 DF-L#2; Chords Tens.Comp. Chords Tens. Comp: Bracing S-R 17 -442 O-N 12057 -5409 R-Q 5735 -2774 N-M 11544 -5038 (a)Continuous lateral restraint,equally spaced on Q-P 9376-4275 M-L 9407 -4041 member. P-O 11351 -5155 L-K 5554 -2422 Special Loads -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Maximum Web Forces Per Ply(Ibs) TC:From 121 plf at 0.00 to 121 plf at 30.73 Webs Tens.Comp. Webs Tens. Comp. BC:From 16 plf at 0.00 to 16 plf at 30.73 A-S 1035-2442 D-O 689 -239 TC: 200 lb Conc.Load at 19.75,23.75 BC: 180 lb Conc.Load at 4.35,7.92 A-R 5537-2238 E-N 387 -624 R-B 972-2061 G-M 969 -2061 Plating Notes 0 PROP . B-Q 3562-1448 M-H 954 -387 All plates are 3X5 except as noted. .(�G� S�, Q-C 666-1283 H-L 1580 -3733 7 -618 Purlins c? (GAG l e 41 /02 P-D 1407 -764 I-K 2419 -5552 fV 83294PE 9 In lieu of structural panels use purlins to brace TC @ Lc i„---: 24"oc. Wind Wind loads based on MWFRS with additional C&C OREGON member design. C End verticals not exposed to wind pressure. fj �VCt 14.20� @ C Wind loading based on both gable and hip roof types. %%a II Tan 6 Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon.Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI andg SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE. drawings 160A-Z for standard plate positions-Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any,failure to build the AH mVCOM ANY truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibility solely-tor the design shown.The suitability and use of this Suite 242 drawing for any sfructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Earth City,Missouri 63045 s .rf ,r.. x e eftr u rx N ifi>elh/ li/lx.xf.lNiX t{irFlx#+Nx/ri t ixsiilxxtu JfNrxl:.i:/. SEQN:224799/ MONO Ply: 1 Job Number: 0721001 Dust:R 7175 JRef:/Xaf71750005 T20 / FROM:MG Qty: 9 Art Rutkin DrwNo: 315.21.1038.45205 Truss Label: 65 / RTT 11/11/2021 f_ 19z"91 2'2"8 4'2"6 7'11"2 11'7'12 15'5'2 17'07 23'1'6 _ 26'1192 30'8"12 4'2'6 3'8"13 I 3'8 9 I- 3'9"6 ' 1'6'15 3'10'14 I 3'10"6 3'9" .4X12 12 =3X10 t T 1.81 H 16 e 5X7 G W17 N E F =H0308 D K n =3X10 C L =5X10 : 2 ;1;1NB2 3X0=4X12 i13X10 A 30'8'12 1 3'1"8 310"6 3'10"8 I 39"12 3'9"6 I 3'9"6 37"15 I 3'10'14 3'7" 7'5"6 11'3'14 15'1"10 18'11.1 22'8"7 26'4"6 30'3'4 5 8 ��5.�'J8 5 8 50'8"12 Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pt 27.0(specified) Ce:1.0 VERT(LL): 0.596 E 618 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 1.261 E 292 240 S 2218 /- /- /1093 /723 /351 BCDL.: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.134 D - - K 2385 /- /- /1095 /815 /- Des Ld: 51.00 EXP:C Kzt:NA HORZ(TL): 0.281 N - - Wind reactions based on MWFRS Mean Height:32.91 ft NCBCLL: 0.00 Building Code: Creep Factor:2.0 S Brg Wid=5.5 Min Req=2.3 TCDL:6.0 psf K BrgWid=3.8 Min Req1.5 Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.770 = TPI Std: 2014 Max BC CSI: 0.848 Bearings S&K are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.07 ft Rep Fac:No Max Web CSI: 0.923 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): _- Wind Duration:1.60 WAVE HS,18SS VIEW Ver:20.02.00A.1020.21 A-B 2222-4760 E-F 4858 -11074 Lumber B-C 3835 -8213 F-G 4864 -11045 C-D 4802-10396 G-H 3958 -9228 Top chord 2x6 DF-L 2400f-2.0E D-E 5144-11349 H-I 2420 -5637 Bot chord 2x6 DF-L SS B2 2x6 DF-L 2400f-2.0E; Webs 2x4:DF-L Standard+DF-L Stud:W2,W4, Maximum Bot Chord Forces Per Ply(lbs) 16 2x4 DF-L#2;W 17 2x6 DF-L#2; ( ) Chords Tens.Comp. Chords Tens. Comp. Bracing S-R 18 -442 O-N 11363 -5409 (a)Continuous lateral restraint,equally spaced on R-Q 4998 -2766 N-M 11020 -5038 member. Q-P 8368 -4276 M-L 9055 -4041 Special Loads P-O 10480 -5155 L-K 5374 -2422 (Lumber Dur.Fac..1.15/Plate Dur.Fac.=1.15) TC:From 121 plf at 0.00 to 121 plf at 30.73 Maximum Web Forces Per Ply(Ibs) BC:From 16 plf at 0.00 to 16 plf at 30.73 Webs Tens.Comp. Webs Tens. Comp_ TC: 200 lb Conc.Load at 19.75,23.75 A-S 1033-2149 D-O 862 239 Plating Notes A-R 4805-2228 E-N 365 -624 R-B 973-1931 G-M 969 -1895 All plates are 3X5 except as noted. AEG PROFF B-Q 3273 -1458 M-H 882 -387 Purlins ,c�G Ss Q-C 668 -1352 H-L 1580 -3566 • In lieu of structural panels use purlins to brace TC @ .fp .1G I N F� 1"0 C-P 2051 -845 L-I 1576 -618 Cr 41 Z P-D 407 -834 I-K 2419 -5372 24"oc. 41 83294PE Wind ,m.,. 9 Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. OREGON Wind loading based on both gable and hip roof types. 14 `Z,Ey t4 zopq to "Sell Tan Renewal 8/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)f safety practices pnor to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, i� as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN11-.COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawingg or cover page 514 Earth City Expressway listing this drawing,indicates acceptance of professional en ineenng responsibility solely-for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-DDesigner per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst-org;SBCA:sbcacomponents.com;ICC:icesafe.org;AWC:awc.org Earth City,Missouri 63045 .. -... - "k WdFfDsnrf,&.rr1#, w xtv✓a ke x' u...., ,,,,,,M+v,r-. SEQN:224773/ MONO Ply: 1 Job Number: 0721001 Cust:R7175 JRef:1Xaf71750005 T16 I FROM:MG Qty: 12 Art Rutkin DrwNo: 315.21.1038.44144 Truss Label: 66 / RTT 11/11/2021 1 192'9 I 2'6'a 42'6 I 71112 _I 11'7"12 I 15'5'2 I 16'8I'I5 2711'15 I 26'10'13 I 30'5 4'2'6 39'6 37'15 3'9'6 1'31 39'6 3'10'14 35•3 =_3X10 12 w5X5 t - T 1.61 v H - G E =57F(5 a ^�� T ;=3X10 0 " !' t I m3X10 C :�_�-: M =_3X10 q 8 9� ioe N 82 a N „ c•� O a =SS 0l2 0 1,81 1 1 - RR �3X110 12 — — S-: e4X12 III 3X10 J. 30'5' A 3'1'8 I 3'10'6 I 3'10'8 I 3'9'12 I 3'9"6 3'9'6 37'15 I 39'2 37' 7'5'6 11'3'14 15'1'10 18'11'1 22'8'7 26'4'6 30'1.8 I��-J,,, 58 ou5' Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:Ill PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.586 E 622 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 1.156 E 315 240 S 2161 /- /- /1082 /715 /347 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.131 D - - K 2157 /- /- /1087 /805 /- EXP:C Kzt:NA HORZ(TL): 0.258 D - - Wind reactions based on MWFRS Des Ld: 51.00 Mean Height:32.88 ft ( ) NCBCLL: 0.00 g Building Code: Creep Factor:2.0 S Brg Wid=5.5 Min Req= 2.3 TCDL:6.0 psf 918.IBC 2018 Max TC CSI: 0 K Brg Wid=- Soffit: 2.00 BCDL:3.6 psf Bearing S is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.813 RepFac:No Max Web CSI: 0.966 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.04 ft Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): _ Wind Duration:1.60 WAVE,18SS VIEW Ver:20.02.00A.1020.21 A-B 2197 -4603 E-F 4727 -9789 — B-C 3782 -7845 F-G 4733 -9764 Lumber C-D 4724-9771 G-H 3803 -7880 Top chord 2x6 DF-L SS D-E 5040-10420 H-I 2240 -4677 Bot chord 2x6 DF-L SS B2 2x6 DF-L 2400f-2.0E; Webs 2x4:DF-L Standard+DF-L Stud:W2, W4 2x4 DF-L#2; Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Bracing S-R 18 -438 O-N 10417 -5299 (a)Continuous lateral restraint,equally spaced on R-Q 4831 -2734 N-M 9711 -4902 member. Q-P 7985-4218 M-L 7727 -3880 P-O 9839 -5071 L-K 4460 -2234 Plating Notes All plates are 3X5 except as noted. Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels use purlins to brace TC @ A-S 1022-2092 D-0 564 -214 24"oc. A-R 4645 -2202 E-N 391 -677 R-B 962 -1866 G-M 994 -1912 Wind PR B-Q 3064 -1432 M-H 894 -396 Wind loads based on MWFRS with additional C&C ���D OF�s Q-C 656 -1262 H-L 1605 -3163 member design. `�� GENE SjO C-P 1801 -820 L-I 1400 -633 End verticals not exposed to wind pressure. lJ F P-D 396 -725 I-K 2265 -4522 Wind loading based on both gable and hip roof types. ,+:1/ 83294PE 7 OREGON 13 t: �LY 14,20da c., Gssell Tan' Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installin and bracing., Refer to and follow the latest edition of BCSI(BuildingComeiius OR 97113 Component Safety Information,by TPI and SBCA)fo safety actices prior to perforng these functions. Installers shall provide temporary (503)357-z11a bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63,B7 or B10, as applicable. Apply plates to each face.of truss and position as shown above and on the Joint-Details, unless noted otherwise. Ffefer to ALPINE. drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the *N MN COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibility solelyTor the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Earth City,Missouri 63045 w.wwrlra''fNixw e„,emw ffxwexX4Ntri/✓ftus ee,,,, SEQN:224771/ MONO Ply: 1 Job Number: 0721001 Cust R7175 JRef:1Xaf71750005 T18 / FROM:MG Qty: 18 Art Rutkin DrwNo: 315.21.1038.43847 Truss Label: 87 / RTT 11/11/2021 1 791'7 2'1'6 4'2'2 7'11'5 1 11'71 1 15'4"4 1 17'0"I1I 22'10'10 1 26'9'4 1 30'8'12 4'2'2 3'9'3 3'7'12 3'9'3 1'7'13 3I '9'3 3'10'10 3'11'8 —3X10 J 1.81 v ==5X5 I T. R W17 r =5X5 G F M_ E i t e3X10Da<i ! i e3X10 C � =8X8 =6X8 B � M =5X5 A_________-- a �t� N B2 P O =SS 012 1.81 1 =-3X 0 12 '1 8 " =-4X12 lr:3X10 r-- 30'8"12 1 3'1"4 3'10'3 1 3'10'4 1 3'9"9 3'9'3 3'9'3 3'9'3 1 3'9"3 3'6"12 7'4'15 11'3'3 15'0"12 18'9'15 22'7'2 26'4'5 30'1'8 5 6 f� s 8 308'12 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc Udefi U# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27 0(specified) Ce:1.0 VERT(LL): 0.613 E 601 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 1.207 E 305 240 S 2183 /- /- /1093 /723 /351 BCDL: 6.00 Risk Category:Ill Snow Duration:1.15 HORZ(LL): 0.137 D - - K 2174 /- /- /1093 /816 /- Des Ld: 51.00 EXP:C Kzt:NA HORZ(TL): 0.269 D - - Wind reactions based on MWFRS Mean Height:32.91 ft NCBCLL: 0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 S Brg Wid=5.5 Min Req=2.3 Soffit 2.00 IBC 2018 Max TC CSI: 0.948 K Brg Wid=3.8 Min Req= 1.5 BCDL:3.6 psf Bearings S&K are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.821 RepFac:No Max Web CSI: 0.971 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.07 ft Loc.from endwall:Any FT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,18SS VIEW Ver:20.02.00A.1020.21 A-B 2214-4636 E-F 4873-10081 Lumber B-C 3823-7925 F-G 4878-10049 C-D 4793 -9909 G-H 3997 -8273 Top chord 2x6 DF-L SS D-E 5144-10628 H-I 2463 -5135 Bot chord 2x6 DF-L SS B2 2x6 DF-L 2400f-2.0E; Webs 2x4:DF-L Standard+DF-L Stud:W2, W4 2x4 DF-L#2;W17 2x8 DF-L#2; Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Bracing (a)Continuous lateral restraint,equally spaced on S-R 18 -442 O-N 10629 -5410 R-Q 4867-2757 N-M 10009 -5055 member Q-P 8069-4265 M-L 8122 -4081 Plating Notes P-O 9981 -5147 L-K 4923 -2468 All plates are 3X5 except as noted. Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels use puriins to brace TC @ A-S 1033-2114 D-0 633 -248 24 oc. A-R 4681 -2221 E-N 351 -596 R-B 974 -1890 G-M 946 -1816 Wind B-Q 3111 -1456 M-H 868 -385 Wind loads based on MWFRS with additional C&C ���Ep PROp�ss Q-C 669-1289 H-L 1578 -3107 member design. C-P 1858 -849 L-I 1364 -610 End verticals not exposed to wind pressure. ��� t4G 1 N E� �02 P-D 410 -753 I-K 2427 -4847 Wind loading based on both gable and hip roof types. (L 83294PE41 y OREGON ' `4Y 14,2- t� ' eft Tan' Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices pnor to performing these functions. Installers shall provide temporary Cornel57-2118 bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE. drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIITPt 1, or for handling, shipping,.installation and bracingof trusses. A seal on this drawing or cover page 514 Earth listing this drawing,indicates acceptance of professional engineering responsibility solelylor the design shown.The suitability and use of this CityExpressway drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Seo-2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Earth City,Missouri 63045 i SEQN:224268/ MONO Ply: 1 Job Number: 0721001 I Cust:R 7175 JRef:1Xaf71750005 T22 / FROM:MG Qty: 4 Art Rutkin DrwNo: 315.21.1038.45063 Truss Label: B8 / RTT 11/11/2021 19'2•9 2'6.4 4'26 71112 11712 15'5'2 16'8I'5 23'1'6 26'11'12 30'5' F._ 4'2'6 39'6 -'l` 37'15 3'9'6 I 1'3'3 3'10'14 i 310'6 3'5'4 _ =4X12 1.81 12 =3T H10 T2 i 16' °f 5F G =3X10 D _ =6X8 I e3X10 C E�� M -4X8 - -�n6X8 �- O N 82 a 14 Is �� P =SS1012 a 1.81 3X10 12 - - --'S =_4X12 03X10 A 30'5' 3'1"8 3'10"6 3'10'8 3'9'12 3'9'6 39'6 3'8'15 3'8'2 37' i 7'5'6 i 11'3"14 i 15'190 I 18'119 I 22'8"7 I 26'5'6 I 30'1'8 5 8 375' Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.575 E 635 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 1.216 E 300 240 S 2194 /- /- /1082 /716 /347 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.129 N - - K 2361 /- /- /1087 /805 /- EXP:C Kzt:NA HORZ(TL) 0.272 N - - Wind reactions based on MWFRS Des Ld: 51.00 Mean Height:32.88 ft S BrgWid=5.5 Min 2.3 NCBCLL: 0.00 Building Code: Creep Factor:2.0 Req= TCDL:6.0 psf K Brg Wid=- Soffit: 2.00 IBC 2018 Max TC CSI: 0.979 BCDL:3.6 psf Bearing S is a rigid surface_ LoadDuration: 1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.836 Spacing:32.0" C&C Dist a:3.04 ft Rep Fac:No Max Web CSI: 0.911 Members not listed have forces less than 375# P 9 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s) Wind Duration:1.60 WAVE 18SS VIEW Ver:20.02.00A.1020.21 A-B 2196-4702 E-F 4728-10786 _l--. B-C 3782-8097 F-G 4734-10763 Lumber C-D 4723-10221 G-H 3801 -8878 Top chord 2x6 DF-L 2400f-2.0E T2 2x6 DF-L SS; D-E 5041-11119 H-I 2251 -5258 Bot chord 2x6 DF-L SS B2 2x6 DF-L 2400f-2.0E; Webs 2x4:DF-L Standard+DF-L Stud:W2,W4, W16 2x4 DF-L#2; Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Bracing S-R 18 -438 O-N 11130 -5299 (a)Continuous lateral restraint,equally spaced on R-Q 4936-2733 N-M 10730 -4903 member. Q-P 8248 -4218 M-L 8703 -3879 P-O 10302 -5070 L-K 4990 -2246 Special Loads -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 121 plf at 0.00 to 121 plf at 30.42 Maximum Web Forces Per Ply(Ibs) BC:From 16 plf at 0.00 to 16 plf at 30.13 Webs Tens.Comp Webs Tens. Comp. ---- -- - TC: 200 lb Conc.Load at 19.75,23.75 A-S 1022 -2125 D-O 809 -215 Plating Notes A-R 4746 -2202 E-N 391 -676 R-B 962 -1907 G-M 997 -1957 All plates are 3X5 except as noted. B-Q 3216 -1433 M-H 899 -394 � PROpF V-S. s Q-C 656 -1327 H-L 1592 -3592 Purlins .( sj C-P 1995 -820 L-1 1601 -633 In lieu 24"oc�f structural panels use purlins to brace TC @ �.� „wive , Qy P-D 396 -810 I-K 2279 -5067 ./ 83294PE 9 Wind ic .../' Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. OREGON Wind loading based on both gable and hip roof types. 'fS C `Z LY14,26 Q/ 4*eel!Tat" Renewal 6/3 012 0 2 2 11/11/2021 "WARNING;` READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0 Box 468 Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to A LPI N E drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building 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 trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibility solely/or the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Earth City,Missouri 63045 SEQN:224314/ MONO Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1Xaf71750005 T25 / FROM:MG Qty: 4 Art Rutkin DrwNo: 315.21.1038.44331 Truss Label: B9 / RTT 11/11/2021 192'9 2'9"12 4'2"6 7'1112 11712 15'5'2 16'4"13 22'11'15 26'10'13 _ 30'1'8 4'2"6 I 3'9'6 I 37"15 I 3'9'6 111'71 I- 3'9'6 I 3'10"14 I 3712 -3X10 T 1.81 12 -5X5 I T v H 'w17 E5 G ^� ��n, t i -3X10 D �� �, T K -3X10 C �— 3X —6X8 AGXB B �� N B2 M 10 -- -SS1012 . 1.81 _- R -3X1P 0 12 1 S ' -4X12 III3X10 1 30'1"8 '1 3'1'8 I 3'10"6 _ 3'10'8 I 3912 39'6 I 3'9"6 I 37"15 _I 3'3'10 , 37" T5'6 11'394 16'1'10 18'11" 22'8'7 26'4'6 29'8" 5 5"8 5"II8 8 3tl'1'8 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.563 0 641 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 1.110 0 325 240 S 2140 /- /- /1072 /708 /344 BCDL: 6.00 Risk Category:111 Snow Duration:1.15 HORZ(LL): 0.126 N - - T 2133 /- /- /1074 /799 /- Des Ld: 51.00 EXP:C Kzt:NA HORZ(TL): 0.248 N - - Wind reactions based on MWFRS Mean Height:32.86 ft BuildingCode: Creep Factor:2.0 S Brg Wid=5.5 Min Req= 2.2 NCBCLL: 0.00 TCDL:6.0 psf T Brg Wid=5.5 Min Req= 1.5 Soffit: 2 00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.888 Bearings S&T area rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.803 Spacing:32.0" C&C Dist a:3.01 ft RepFac:No Max Web CSI: 0.975 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE,18SS VIEW Ver:20.02.00A.1020.21 A-B 2172-4554 E-F 4605 -9541 Lumber B-C 3733-7745 F-G 4612 -9522 C-D 4651 -9622 G-H 3657 -7581 Top chord 2x6 DF-L SS D-E 4943-10222 H-I 2079 -4346 Bot chord 2x6 DF-L SS B2 2x6 DF-L 2400f-2.0E; Webs 2x4:DF-L Standard+DF-L Stud:W2, W4 2x4 DF-L#2;W17 2x6 DF-L#2; Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Bracing S-R 18 -434 O-N 10216 -5196 (a)Continuous lateral restraint,equally spaced on R-Q 4778 -2704 N-M 9460 -4774 member. Q-P 7883 -4163 M-L 7427 -3730 Plating Notes P-O 9687-4992 L-K 4124 -2067 All plates are 3X5 except as noted. Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens Comp_ Webs Tens. Comp. In lieu of structural panels use purlins to brace TC @ A-S 1012 -2071 D-O 517 -191 24"oc. A-R 4594 -2177 E-N 415 -725 R-B 952 -1845 G-M 1017 -1961 Wind B-Q 3016 -1409 M-H 908 -401 Wind loads based on MWFRS with additional C&C ���0 PROFFS Q-C 646 -1241 H-L 1620 -3195 member design. �( s� C-P 1753 -797 L-I 1422 -647 End verticals not exposed to wind pressure. c;� t1G(N F , 0 P-D 386 -704 I-K 2103 -4199 Wind loading based on both gable and hip roof types. 11/ v 53294PE 7 OREGON fics., r G VLI'14,20 ,cQJ sSell Tan Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)f safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7_ or B10, as applicable. Apply plates to each face.of truss and position as shown above and on the JoinlfDetails, unless noted otherwise. Refer to ALPINE. drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the *N n COMPANY in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawi W ng or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibility solelyTor the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSIITPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Earth City,Missouri 63045 r -... .. .•• •••• -.. ,-. he.rHlsxe6.vFftAH#l✓iAH"MXJi.'lfvJMr!"cfJ1e SEON:224316/ MONO Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1Xaf71750005 T35 / FROM:MG Qty: 6 Art Rutkin DrwNo: 315.21.1038.44269 Truss Label: B10 / RTT 11/11/2021 19'114I 2'6"4 4'112 7'11"2 11'71 15'4"8 _16701 2291"5 26'10"3 30'4"6 i 4'1"12 39"6 I 37"15 35"6 I 1'3"� I 3'9"6 3I '10'14 35"3 o 3X10 T I 12 T 1.81 =5X5 H _ =—5X5 G - E F i ^� m o3X10 p - " T fo '3X10 C =3X10 q B ���a�_ N B2 M � E mF. . ��� =_SSiP0,2 o i.6, 1 I -. .1 R o 3X10 12 S =_4X12 III3X10 1-- _.. ..-_ 304"6 _._-_-j 3'1"8 3'10"6 3'10"8 3592 3'9"6 35"6 37"15 3'9"2 3'6"6 T492 11'3'3 151" I 18'10'6 I 22'7"13 I 26'3"12 I 30'0'14 4"14 8 4 14 '4"6 —T Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std. ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.582 E 626 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 1.147 E 317 240 S 2157 /- /- /1081 /714 /347 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.130 D - - K 2153 /- /- /1085 /803 /- EXP:C Kzt:NA HORZ TL: 0.257 D - - Wind reactions based on MWFRS Des Ld: 51.00 Mean Height:32.89 ft ( ) NCBCLL: 0.00 Building Code: Creep Factor:2.0 S Brg Wid=- TCDL:6.0 psf Soffit: 2.00 BCDL:3.6 psf IBC 2018 [Max TC CSI: 0.912 K Brg Wid=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.808 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.04 ft Rep Fac:No Max Web CSI: 0.963 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 2168-4543 E-F 4714 -9762 Wind Duration:1.60 WAVE,18SS VIEW Ver:20.02.00A.1020.21 B-C 3756-7791 F-G 4720 -9737 Lumber C-D 4702-9726 G-H 3794 -7862 D-E 5023-10384 H-I 2235 -4668 Top chord 2x6 DF-L SS Bot chord 2x6 DF-L SS B2 2x6 DF-L 2400f-2.OE; Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4:DF-L Standard+DF-L Stud:W2, W4 2x4 DF-L#2; Chords Tens.Comp. Chords Tens. Comp. Bracing S-R 17 -437 O-N 10381 -5282 R-Q 4771 -2705 N-M 9685 -4889 (a)Continuous lateral restraint,equally spaced on Q-P 7932-4192 M-L 7709 -3871 member. P-O 9794-5049 L-K 4452 -2230 Plating Notes All plates are 3X5 except as noted. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Purlins A-S 1020-2089 D-O 573 -218 In lieu of structural panels use purlins to brace TC @ A-R 4590-2176 E-N 387 -668 24"oc. R-B 961 -1866 G-M 989 -1904 Wind B-Q 3070-1436 M-H 891 -394 Q-C 659-1266 H-L 1601 -3155 Wind loads based on MWFRS with additional C&C QED PROF, C-P 1810 -824 L-I 1397 -631 member design. ��G ss� P-D 398 -728 I-K 2261 -4514 End verticals not exposed to wind pressure. Off' ��G I N E.- , O 41 Z Wind loading based on both gable and hip roof types. i,� 83294PE 'D OREGON 73(r �1-r 14.z4°" e 'sell Tan' Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices pnor to performing these functions. Installers shall provide temporary (503)357-2118 bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. F�efer to ALPINE' drawings 160A-Z for standard plate positions-Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/l PI 1, or for handling, shipping,,installation,and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional enaiineering responsibility solely-for the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec-2 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Earth City,Missouri 63045 SEQN:224319/ MONO Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1 Xaf71750005 T68 / FROM:MG Qty: 1 Art Rutkin DrwNo: 315.21.1038.45798 1 Truss Label: 811 / RTT 11/11/2021 19'5'10I 2'6'4 5'5 4'5"8 8'2'14 11'10'13 15'8'4 1611 '7 23'3'1 27115 30'8'2 515 4'0'2 3'9'6 37"15 3'9'6 I 1'3' F 3'9'6 _I_ 3'10'14 I 3'6'3 3X10 T v -5X5 r - m 1.81 =5X5 G ^� �i- +TIIg+ E F a =_3X10 O oil . x I e3X10 C ! L =6X8 i =3X10 tO e5X10 B �! N B2 M T ► G �� P =_SS1012 0 1.81 1 pp =-3X10 12 S _4x12 III3X10 A 30'8"2 i. 3'6'6 I 3'10"6 _I 3'10'8 3'9'12 3'9'6 3'9'6 i 37"15 I 3'9'2 3'10"2 7'8"8 11'6'15 15'4'12 19'2"2 22'11"9 26'7'8 30'4'10 12 fig{8 12 30'8"2 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in roc L/defl U# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27 0(specified) Ce:1.0 VERT(LL): 0.607 0 606 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 1.197 0 307 240 S 2180 /- /- /1094 /720 /350 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.135 N - - K 2175 /- /- /1096 /811 /- Des Ld: 51.00 EXP:C Kzt:NA HORZ(TL): 0.265 N - - Wind reactions based on MWFRS Mean Height:32.86 ft BuildingCode: CreepFactor:2.0 S Brg Wid=3.8 Min Req= 2.3 NCBCLL: 0.00 TCDL:6.0 psf IBC 2018 Max TC CSI: 0.945 K Brg Wid=- Soffit: 2.00 BCDL:3.6 psf Bearing S is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.838 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.04 ft Rep Fac:No Max Web CSI: 0.979 Loc.from endwall:AnyFT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): - Wind Duration:1.60 WAVE,18SS VIEW Ver:20.02.00A.1020.21 A-B 2340-4904 E-F 4791 -9922 Lumber B-C 3912 -8112 F-G 4797 -9898 C-D 4831 -9992 G-H 3846 -7969 Top chord 2x6 DF-L SS D-E 5126-10597 H-I 2261 -4723 Bot chord 2x6 DF-L SS B2 2x6 DF-L 2400f-2.0E; Webs 2x4:DF-L Standard+DF-L Stud:W2, W4 2x4 DF-L#2; Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Bracing S-R 19 -443 O-N 10592 -5383 (a)Continuous lateral restraint,equally spaced on R-Q 5130 -2880 N-M 9842 -4964 member. Q-P 8249 -4346 M-L 7813 -3921 Plating Notes P-O 10058 -5177 L-K 4503 -2255 All plates are 3X5 except as noted. Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels use purtins to brace TC @ A-S 1030-2105 D-O 522 -193 ' 24"oc. A-R 4917-2331 E-N 412 -720 Wind R-B 966-1867 G-M 1014 -1955 FLEIc O PROF B-Q 3032 -1416 M-H 913 -405 Wind loads based on MWFRS with additional C&C � s Q-C 645 -1242 H-L 1626 -3206 member design. - Sj G`N O C-P 1757 -799 L-I 1419 -642 End verticals not exposed to wind pressure. 0 �� F41 2 P-D 387 -706 I-K 2286 -4566 Wind loading based on both gable and hip roof types. fir[/ 83294PE OREGON il e SLY 14,2e0� iQI ` aell Tan Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7_ or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details., unless noted otherwise. Refer to A LPI N E drawings 160A-Z for standard plate positions Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping,.installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building-DDesigner per ANSIfTPI 1 Sec.2. For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Earth City,Missouri 63045 SEON:224323/ SPEC Ply: 1 Job Number: 0721001 Cust R 7175 JRef:1Xat71750005 737 / FROM:MG Qty: 1 Art Rutkin DrwNo: 315.21.1038.43909 Truss Label: B12 / RTT 11/11/2021 19'5'10 27'0'15 I i 75'12 73"8 4'5'8 817 11'10'13 15'8"4 16'1'15 23'4'8 24'9 I9I 28'9" i 4'5'8 ( 37"15 3'9"6 i 3'9"6 1'3"1 3'10'14 i 1'4"15 i 1'8'1 1.58 12 Es 4X8 T3 1111.5X4 =4X5 J K — i 1.81 -. =4X5 H111 : a _3X5�5X5 �' �7'J .3X5 =_4X5 D 11 _� L + o C �= =_4X8 =5X5 u -_^6X8 B� -= 0 =4X5 P 3X5=_ . r _ =_381 F i R ==—SS 012 01.81 12 1 T - =4X12 Y 28'9' 1 3'6'6 3'10"6 310"8 3'9"12 3'9"6 3'9'6 3'8'15 1'8'15 3'10'2 78"8 11'6'15 l 15'4"12 i 19'2'2 2711"9 i 26'8'8 285 10712 8 '3'12 Log" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pt:27.0(specified) Ce:1.0 VERT(LL): 0.514 P 671 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.978 P 352 240 T 2087 /- /- /1025 /674 /322 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.117 0 - - L 2147 /- /- /1026 /757 /- EXP:C Kzt:NA g HORZ(TL): 0.223 0 - - Wind reactions based on MWFRS Des Ld: 51.00 Mean Height:32.68 ft ( ) NCBCLL: 0.00 Building Code: Creep Factor:2.0 T Brg Wid=3.8 Min Req= 2.2 TCDL:6.0 psf L Brg Wid=2.0 Min Req= 1.5 Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.818 Bearings T&L are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.960 Spacing:32.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.982 Members not listed have forces less than 375# P 9 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,18SS VIEW Ver:20.02.00A.1020.21 A-B 2167-4668 F-G 3984 -8620 B-C 3575-7651 G-H 2869 -6269 Lumber C-D 4332-9309 H-I 1215 -2713 Top chord 2x6 DF-L SS T3 2x6 DF-L#2; D-E 4470 -9659 I-J 1220 -2681 Bot chord 2x6 DF-L SS E-F 3978 -8647 Webs 2x4:DF-L Standard+DF-L Stud:W2, W4 2x4 DF-L#2; Maximum Bot Chord Forces Per Ply(Ibs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint,equally spaced on T-S 18 -407 P-O 9637 -4683 member. S-R 4881 -2662 O-N 8544 -4105 Plating Notes R-Q 7776-3964 N-M 6099 -2907 Q-P 9362-4633 M-L 2448 -1161 All plates are 3X10 except as noted. Loading Maximum Web Forces Per Ply(Ibs) Truss designed for unbalanced snow loads. Webs Tens.Comp. Webs Tens. Comp. A-T 963 -2014 E-0 564 -1051 Purlins A-S 4678 -2156 O-G 516 -206 In lieu of structural panels use purlins to brace TC @ S-B 898-1774 G-N 1171 -2370 24"oc. ..,(0 PRppFSs� R-C 2577 -1149 H-M 1683 -3499 Wind d O(,INEE 0 C-Q 1542 -642 M-J 1624 -724 Wind lor ads based on MWFRS with additional C&C n. �0 83294PE Q-D 320 -615 J-L 1404 -2964 membEnd verticals not exposed to wind pressure. „ow''' Wind loading based on both gable and hip roof types. OREGON 1-Y 14,20� 4Ssell Tans Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2t 18 bracing per BCSI.Unless noted Otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE* drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the *N MN COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional enaiineering responsibility sole) Tor the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Earth City,Missouri 63045 SEQN:224325/ SPEC Ply: 1 Job Number: 0721001 Cust:R7175 JRef:fXaf71750005 T28 / FROM:MG Qty: 1 Art Rutkin DrwNo: 315.21.1038.43270 Truss Label: B13 / RTT 11/11/2021 l vs-1 I- 4'4" _I 8'1'7 11'10'13 I 15'8"4 1T11 13 I 21'9'10 I 4'4" 3'9'6 3'9"6 3'9'6 2'3"9 2'315 1.58 12 =4X5 1111.51 4 -r 12 4X5 G v 181 =_4X5 F T iis .3X5 E • =_3X5 .4X5 C I i AX7 J =4X5 =5X5 T W2 =3X5 X =_H0710 H =_45 01.81 1 -" __ 1 =-3X10 12 1113X10 r 21'9"10- 1 3'7'5 i 3'1014 3'9"4 3'9"9 3'9'6 I 73"15 3'11'1 7'9'15 117"3 15I '492 19'2"2 21'6"2 2 ��38 '3412 21'9"10 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.223 L 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.420 L 622 240 0 1606 /- /- /776 /504 /242 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.054 K - - I 1639 /- /- /777 /576 /- EXP:C Kzt:NA Des Ld: 51.00 Mean Height:32.15 ft —HORZ(TL): 0.102 K - - Wind reactions based on MWFRS NCBCLL: 0.00 Building Code: Creep Factor:2.0 0 Brg Wid=3.8 Min Reg= 1.7 TCDL:6.0 psf Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.564 I Brg Wid=- Load Duration:1.15 TPI Std: 2014 Max BC CSI: 0.979 Bearing 0 is a rigid surface. MWFRS Parallel Dist:0 to h/2 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.723 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:20.02.00A.1020.21 A-B 1684-3464 D-E 2296 -4720 Lumber B-C 2564 -5240 E-F 1199 -2509 C-D 2770 -5666 F-G 1202 -2464 Top chord 2x6 DF-L#2 Bot chord 2x6 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud: Maximum Bot Chord Forces Per Ply(Ibs) W2 2x4 DF-L#2; Chords Tens.Comp. Chords Tens. Comp. Loading N-M 3611 -2070 K-J 4626 -2383 M-L 5295-2836 J-I 2333 -1192 Truss designed for unbalanced snow loads. L-K 5646-2950 Purlins In lieu of structural panels use purlins to brace TC @ Maximum Web Forces Per Ply(Ibs) 24"oc. Webs Tens.Comp. Webs Tens. Comp. Wind A-O 785-1547 D-K 558 -986 A-N 3461 -1667 K-E 467 -190 Wind loads based on MWFRS with additional C&C N-B 703-1290 E-J 1154 -2202 member design. B-M 1638 -737 J-G 1021 -471 End verticals not exposed to wind pressure. M-C 357 -651 G-I 1305 -2557 Wind loading based on both gable and hip roof types. ����0 PROFS �.`� aC,INEF % 41 LL/ 83294PE 2 OREGON LY 14.Zp0 iQ/C 4 Sseif Tan Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to followthe latest editionf BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices pri or to performi and o ng these functions. Installers shall provide temporary (503)357-2116 bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to A LPI N E drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawingg or cover page 514 Earth City Expressway listing this drawing indicates acceptance o in f professional enaeenng responsibility solely-tor the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Earth City,Missouri 63045 SEQN:224327/ SPEC Ply: 1 Job Number: 0721001 Cust:R 7175 JRef.1Xaf71750005 T36 / FROM:MG Qty: 1 Art Rutkin DrwNo: 315.21.1038.44018 Truss Label: B14 / RTT 11/11/2021 4'4" 8'1"7 11'2"3 I 14'10"4 4'4" 3'9'6 3'0"12 3'8' 1.58 12 =_4X5 1111.5X4 T 1.81 0 =3E5 F T .3X5 D C 3X5 B =6X8 A a M T H =4X5G f T =3X5 N I F 3X5 J �- x =H0308 a 1.81 I 12 1113X7 r 14'10'4 A 3795 3'10"4 3'9"6 2'11'6 3'1191 7'9.15 I 117'5 14'6"12 3�2 '1 0'4 '3•12 63" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.069 I 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.128 I 999 240 K 1119 I- /- /527 /336 /162 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.021 H - - G 1120 /- /- /528 /397 /- Des Ld: 51.00 EXP:C Kzt:NA HORZ(TL): 0.038 H - - Wind reactions based on MWFRS Mean Height:31.63 ft BuildingCode: CreepFactor:2.0 K Brg Wid=3.8 Min Req= 1.5 NCBCLL:0.00 TCDL 6.0 psf G Br Wid=- Soffit: 2.00 BCDL:3.6psf IBC 2018 Max TC CSI: 0.309 g Bearing K is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.566 RepFac:No Max Web CSI 0.922 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:20.02.00A.1020.21 A-B 1225 -2099 C-D 1071 -1807 Lumber *" B-C 1533 -2585 D-E 1074 -1748 Top chord 2x6 DF-L#2 Bot chord 2x4 DF-L#2 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4:DF-L Standard+DF-L Stud: Chords Tens.Comp. Chords Tens. Comp. J-I 2173-1517 H-G 1713 -1125 Loading I-H 2566 -1688 Truss designed for unbalanced snow loads. Purlins Maximum Web Forces Per Ply(Ibs) In lieu of structural panels use purlins to brace TC @ Webs Tens.Comp. Webs Tens. Comp. 24"oc. A-K 666-1085 C-H 578 -818 A-J 2087-1203 H-E 432 -221 Wind J-B 537 -782 E-G 1189 -1810 Wind loads based on MWFRS with additional C&C B-I 389 -171 member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. A. ¢Rop, Lc 83294PE 7 r OREGON 13 4, `VLY 14,20� c@ ` SelTan• Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin_g,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices pnor to performing these functions. Installers shall provide temporary (503)357-2118 bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on e Join Details, unless noted otherwise. Refer to ALPINE. drawings 160A-Z for standard plate positi th ons.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the *"„NCOMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSIITPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Earth City,Missouri 63045 .. .....uw.,,,,,u„rur,,,uu,rrn,uuuvuuuu✓unuuirkiir maitraimuiuuuu+rawrN s ,,.o .. ,Jen SEQN:224331/ SPEC Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1Xaf71750005 T64 r FROM:MG Qty: 1 Art Rutkin DrwNo: 315.21.1038.43910 Truss Label: B15 / RTT 11/11/2021 4'4" 7'10"14 I 4'4" I 3'6"14 1.58 , 1.81 0 1113X5 C T 1115X7 B A I www..... - F 1114 . I.All sit D 3X5 lI =3X5 _ 1 F 0 1.81 ii3X7 12 r 7'10"14 3'8"12 I 3'6"14 4'0"8 77"6 31 2 3" 3""'2 14 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl LJ# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27 0(specified) Ce:1.0 VERT(LL): 0.011 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.020 B 999 240 F 597 /- /- /278 /170 /83 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.002 D - - D 596 /- /- /279 /219 /- EXP:C Kzt:NA Des Ld: 51.00 Mean Height:31.11 ft HORZ(TL): 0.004 D - - Wind reactions based on MWFRS NCBCLL: 0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 F Brg Wid=3.8 Min Reg= 1.5 Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.333 D Brg Wid=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.190 Bearing F is a rigid surface. RepFac:No Max Web CSI: 0.305 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): - Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 A-B 603 -732 Lumber ------------- Top chord 2x6 DF-L#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 DF-L#2 Chords Tens.Comp. Webs 2x4:DF-L Standard+DF-L Stud: E-D 726 -781 Loading Maximum Web Forces Per Ply(Ibs) Truss designed for unbalanced snow loads. Webs Tens.Comp. Webs Tens. Comp. Purlins A-F 557 -567 B-D 804 -745 In lieu of structural panels use purlins to brace TC @ A-E 691 -543 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. ���EO PROpi, .� vtct(VEt. /O 4,4 83294PE 9 � OREGON \ 4'30J� ceo *Sell Tao Renewal 6f30l2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Bax468 Trusses require extreme care in fabricating,handlin shipping,installin and bracing. Refer to and follow the latest edition of BCSI(BuildingCornelius OR 97113 Component SafetyInformation,byTPI and SBCA fo'safety 9. (503)357-2118 p d ) f y practices prior to performing these functions. Installers shall provide temporary 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, Allibk as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE. drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the *yp COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracingof trusses. A seal on this drawi ,,, n or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibility solely/or the design shown The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org•SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Earth City,Missouri 63045 4 SEQN:224337/ GABL Ply: 1 Job Number: 0721001 Dust:R 7175 JRef:1Xaf71750005 T43 i FROM:MG Qty: 5 Art Rutkin DrwNo: 315.21.1038.43021 Truss Label: BGE / RTT 11/11/2021 5'2"10 10'1"12 15'0"14 20' H 5'2"10 4'11"2 I 4'11"2 I H 4'11"2 1-*8 H IIIA4X5H 14"H =3X(TYP) X5 =3X5 =3X5 III3 5 T 0 0 0 0 0 Ap 0 r 1 z // ////////// /////N III3X7 W T Q III4X8 =3X5 =3X5 =3X5 f' 20' 4'11"2 4'11"2 4'11"2 5'290 4,11"2 I 9'10"4 I- 14'9"6 20' Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct: 1.1 CAT:III PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27 0(specified) Ce:1.0 VERT(LL): 0.012 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.025 B 999 240 N* 170 /- /- /83 /62 /- BCD1.: 6.00 Risk Category:Ill Snow Duration:1.15 HORZ(LL): -0.019 Z - - Z /-427 EXP:C Kzt:NA -HORZ TL: 0.021 Z - - AP /-364 Des Ld: 51.00 Mean Height:30.55 ft ( ) 9 Wind reactions based on MWFRS NCBCLL: 0.00 Building Code: Creep Factor:2.0 TCDL:6.0 psf N Brg Wid=240 Min Req=- Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.257 Bearing Z is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.250 Spacing:32.0" C&C Dist a:3.00 ft Rep Fact No Max Web CSI: 0.875 Members not listed have forces less than 375# P 9= , Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) j Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 1 A-D 1733-1694 G-J 1817 -1784 D-G 1757 -1726 J-M 1716 -1718 Lumber Additional Notes Top chord 2x6 DF-L#2 See DWGS A16030ENC160118&GBLLETIN0118 for Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 DF-L#2 gable wind bracing and other requirements. Chords Tens.Comp. Chords Tens. Comp. Webs 2x4:DF-L Standard+DF-L Stud: Truss must be installed as shown with top chord up. Z-W 1720-1710 T-Q 1505 -1484 Plating Notes W-T 1631 -1603 Q-N 1572 -1526 All plates are 1.5X4 except as noted. Loading Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Truss transfers a maximum horizontal load of 6999#( 350.00 plf)along top chord,from either A-Z 423 -606 T-G 467 -733 direction,to supports where indicated.Diaphragm and A-W 1777 -1825 G-Q 1736 -1792 connections are to be designed by Engineer of Record. W-D 486 -800 Q-J 471 -730 Drag Loads:Force(#) (PLF) Mbr Start End D-T 1800 -1862 J-N 1608 -1644 Case 1: 6999 350.00 TC 0.00 20.00 6999 349.97 BC 0.00 20.00 Truss designed to support 1-6-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 32.0"span opposite face.Top chord may be ��D PROpF notched 1.5"deep X 3.5" at 48"o/c along top edge. *( StSj DO NOT OVERCUT.No knots or other lumber � oG(N F� 0 defects allowed within 12"of notches.Do not notch 41 2 in overhang or heel panel,unless specified otherwise. �4('J ll 83294PE 7 Purlins In lieu of structural panels use purlins to brace all sloping TC @ 24"oc;all flat TC @ 24"oc. OREGON Wind Wind loads based on MWFRS with additional C&C �4S `SLY t4'q0� � member design. ‘'en Tan End verticals not exposed to wind pressure. Renewal 6/30/2022 I1/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P O.Box 468 ComTrusses require extreme care in fabricating,handlin shipping,installing and bracing._ Refer to and follow the latest edition of BCSI(Building (503)3 7s 11O 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable AppTy plates to each face o/truss and position as shown above and on the JoinFDetails, unless noted otherwise. Refer to ALPINE. drawings 160A-Z for standard plate positi ons.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall no/be responsible for any deviation from this drawing,any, R failure to build the *N W COMPANY truss in conformance with ANSI/l PI 1, or for handling, shipping,.installation and bracing of trusses.. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibility solely/or the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building-Designer per ANSUTPI 1 Sec.2. For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Earth City,Missouri 63045 SEQN:224339/ GABL Ply: 1 Job Number: 0721001 Cust:R7175 JRef:1Xaf71750005 765 / FROM:MG Qty: 1 Art Rutkin DrwNo: 315.21.1038.45517 Truss Label: BGE1 / RTT 11/11/2021 4'9" 9'2"9 13'8"1 18'1"10 22'7"2 27'0"10 1- a,9" ---f-- 4.5 8 1- 4'5"8 -1 4,5..8 + 4,5„8 4'5"8 -j F-1'6"5 H H 1'4" 1 _ IIIA4X5 (Tl'P)B w 3XX5 =3X5 1111.5X4(**) =3X5 1111 5X4(*") =3X5 w 3XX5 1111.5X4(**) III 3 T5 T AP 0 D 0 o- 0 1 o- 0- AU B 0 0 - 0 BG 0 BK 0 AN---" ,--- /-��.,/----- - --- --/-�_-------/- ----------/--------U III3X7 AL AK Al AH AE AD AA Y X V 1113X7 III1.5X4 =3X5 =3X5 =3X5 =3X5 I111.5X4 =3X5 =3X5 III 1.5X4(**) III 1.5X4(**) 1- 27'0"10 { 4'5"8 1 4'5"8 1 4'5"8 4'5"8 1 4'5"8 4'9" H 4'5"8 8'11"1 13'4"9 17'10"2 22'3"10 27'0"10 Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.003 S 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.006 S 999 240 U* 170 /- /- /83 /62 /- BCDL: 6.00 Risk Category:Ill Snow Duration:1.15 HORZ(LL): 0.025 T - - AN /-460 EXP:C Kzt:NA HORZ TL: 0.027 T - - U /-389 Des Ld: 51.00 Mean Height:30.55 ft ( ) NCBCLL: 0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:3 6 psf IBC 2018 Max TC CSI: 0.175 U Brg Wid=324 Min Req=- Bearing AN is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.218 RepFac:No Max Web CSI: 0.549 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.00 ft Loc.from endwall:AnyFT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 I WAVE VIEW Ver:20.02.00A.1020.21 A-B 1548-1527 J-K 1619 -1600 Lumber Wind B-D 547 -526 K-N 805 -786 D-G 1566-1543 N-Q 1644 -1629 Top chord 2x6 DF-L#2 Wind loads based on MWFRS with additional C&C G-J 1607-1580 Q-T 1555 -1555 Bot chord 2x4 DF-L#2 member design. Webs 2x4:DF-L Standard+DF-L Stud: End verticals not exposed to wind pressure. Maximum Bot Chord Forces Per Ply(Ibs) Plating Notes Additional Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 1.5X4 except as noted. See DWGS Al6030ENC160118&GBLLETIN0118 for AN-AL 994 -992 AD-AA 1332 -1307 ("")5 plate(s)require special positioning.Refer to gable wind bracing and other requirements. AL-AK 1554 -1552 AA-Y 570 -555 scaled plate plot details for special positioning Truss must be installed as shown with top chord up. AK-Al 752 -741 Y-X 1308 -1293 requirements. AI-AH 1473-1462 X-V 396 -378 AH-AE 875 -865 V-U 1397 -1378 AE-AD 1359-1349 Loading Truss transfers a maximum horizontal load of Maximum Web Forces Per Ply(lbs) 9468#( 350.00 plf)along top chord,from either Webs Tens.Comp. Webs Tens. Comp. direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. A-AN 467 -589 AD-J 442 -711 Drag Loads:Force(#) (PLF) Mbr Start End A-AK 1609 -1637 J-AA 1545 -1596 Case 1 9468 350.00 TC 0.00 27.05 �i 0 PROFF AK-D 554 -711 AA-N 513 -680 9468 349.97 BC 0.00 27,05 ,.(� ss� D-AH 1651 -1687 N-X 1561 -1593 Truss designed to support 1-6-0 top chord outlookers �s� aG 1 N FF O dil y AH-G 522 -684 X-Q 451 -614 and cladding load not to exceed 5.00 PSF one face (4 83294PE 9 G-AD 1569-1609 Q-U 1457 -1475 and 32.0"span opposite face.Top chord may be I /' notched 1.5"deep X 3.5" at 48"o/c along top edge. DO NOT OVERCUT.No knots or other lumber Maximum Gable Forces Per Ply(Ibs) defects allowed within 12"of notches.Do not notch Gables Tens.Comp. Gables Tens. Comp. in overhang or heel panel,unless specified otherwise. AP-B 305 -427 Y-BG 268 -375 Purlins AL-AP 313 -438 V-BK 300 -420 V` 14OREGCY ,20ON� In lieu of structural panels use purlins to brace all 4S. t� Al-AU 268 -375 sloping TC @ 24"oc;all flat TC @ 24"oc. ee II Tars Renewal 6/30/2922 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per SCSI.Unless 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 133,137 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details., unless noted otherwise. Defer to ALPINE. drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Rtlildin Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the *"nwc *,,, truss in conformance with ANSI)TPI 1, or for handling, shipping,,installation and bracingof trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibility solelyor the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building-DDesigner per ANSI/TPI 1 Sec.2. For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Earth City,Missouri 63045 moor► m W SEQN:224333/ GABL I Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1Xaf71750005 142 i FROM:MG Qty: 1 Art Rutkin DrwNo: 315.21.1038.45143 Truss Label: BGE2 / RTT 11/11/2021 4'11"3 9'7" 14'2"13 4'11"3 I 4'7"13 I 4'7"13 H-1'4"-H (TYP) 1114X5 '-'-3X5 =3X5 A B D G H J o - 0 = a 0 II----II-----0--....,____.....i..iV - D F AA 1 0 0 0 0 0 0 TIII 3X7 R K Q 0 N L II 3X5 =3X5 I 14'2"13 -{ 4'7"11 4'7"13 411"5 4'7"11 I 9'3"8 14'2"13 Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:Ill PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.003 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.005 F 999 240 K* 170 /- /- /83 /62 /0 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): -0 015 J - - T /-484 EXP:C Kzt:NA TL Des Ld: 51.00 HORZ( ): 0.016 J - - AF /-437 Mean Height:30.52 ft BuildingCode: CreepFactor:2.0 Wind reactions based on MWFRS NCBCLL 0.00 TCDL:6.0 psf K Brg Wid=170 Min Req= - Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.174 Bearing T is a rigid surface Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.228 RepFac:No Max Web CSI: 0.592 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 A-B 1627 -1607 G-H 1621 -1621 Lumber Additional Notes B D 694 -674 H-J 775 -775 D-G 1674 -1652 Top chord 2x6 DF-L#2 See DWGS A16030ENC160118&GBLLETIN0118 for Bot chord 2x4 DF-L#2 gable wind bracing and other requirements Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4:DF-L Standard+DF-L Stud: Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp. Plating Notes T-R 925 -924 O-N 1522 -1511 All plates are 1.5X4 except as noted. R-Q 1617-1615 N-L 727 -698 Q-O 603 -593 L-K 1509 -1480 Loading Truss transfers a maximum horizontal load of Maximum Web Forces Per Ply(Ibs) 4981#( 350.00 plf)along top chord,from either Webs Tens.Comp. Webs Tens. Comp. direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. A-T 489 -602 D-N 1745 -1779 Drag Loads:Force(#) (PLF) Mbr Start End A-Q 1691 -1714 N-G 404 -675 Case 1: 4981 350.00 TC 0.00 14.23 Q-D 575 -731 G-K 1559 -1588 4981 349.94 BC 0.00 14.23 Truss designed to support 1-6-0 top chord outlookers Maximum Gable Forces Per Ply(Ibs) and cladding load not to exceed 5.00 PSF one face and 32.0"span opposite face.Top chord may be ��0 PROp& Gables Tens.Comp. Gables Tens. Comp. notched 1.5"deep X 3.5" at 48"o/c along top edge. ,c( S'S V-B 420 -432 AD-H 370 380 DO NOT OVERCUT.No knots or other lumber .Gj G IN F /O R-V 442 -454 L-AD 394 -405 defects allowed within 12"of notches.Do not notch O F 2 in overhang or heel panel,unless specified otherwise. ((/ 83294PE 9 O-AA 383 -394 iC 0.0e* Purlins In lieu of structural panels use purlins to brace all sloping TC @ 24"oc;all flat TC @ 24"oc. OREGON Wind 13C Wind loads based on MWFRS with additional C&C (i `ULY 14,20� es member design. SSeii Tan' End verticals not exposed to wind pressure. Renewal 6/30/2022 11/11/2021 *WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary (503)357-21 18 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. ffefer to ALPINE. drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibility solelylor the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine'alpineitw corn;TPI:tpinst.org;SBCA:sbcacomponents-com;ICC:iccsafe-orq;AWC:awc.org Earth City,Missouri 63045 Fe.eraErrew�xrurveM fw.r*wuM,u uuuifxs�u*irsurrxzi rtiN rteft(NNX1iYarb'ffNrUp#Fe(l1f11 .Yu.b.i 'JJ IIII#hflhmfl s aIW,,.. SEQN:224342/ GABL Ply: 1 Job Number: 0721001 I Cusf R 7175 JRef:1Xaf71750005 724 I FROM:MG Qty: 1 Art Rutkin DrwNo: 315.21.1038.45687 Truss Label: BGE3 / RTT 11/11/2021 5'2"11 10'1"15 15'1"2 20'0"6 5'2"11 I 4'11"3 f 4'11"3 I 4'11"3 H-1'4"H =A X5 (TYP) =_3X F I5 w 3X5 w 3X 1111.5X4(**) 0 T - 0 0 = AL 0 Ax 0 0 AP fV - _ l 0 0 - 0 D -ID 0 0 - AD✓ ���- /---/-1.--- --/-I-./ � �.----------"'-.---- ..-'----,P Z X W U T 1114X8 III3X7 III1.5X4 --3X5 =3X5 =3X5 III 1.5X4(**) I----- 20'0"6 4'11"3 4'11"3 4'11"3 5'211 H -I4'11"3 9'10"7 I 14'9"10 20'0"6 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.002 G 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.005 G 999 240 AD*171 /- /- /83 /65 /0 BCDL: 6.00 Risk Category:Ill Snow Duration:1.15 HORZ(LL): -0.019 AD - - AD /-533 --Des Ld: 51.00 EXP:C Kzt:NA HORZ(TL): 0.021 AD - - AX /-481 Mean Height:35.09 ft Wind reactions based on MWFRS NCBCLL: 0.00 Building Code: Creep Factor:2.0 TCDL:6.0 psf AD Br Wid=240 Min Req 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.193 9 = - Load Duration:1.15 TPI Std: 2014 Max BC CSI: 0.241 Bearing AD is a rigid surface. MWFRS Parallel Dist:h/2 to h Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.878 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) I Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 VIEW Ver:20.02.00A.1020.21 A-E 1728 -1709 H-I 1807 -1792 WAVE E-F 1754-1732 I-K 925 -910 Lumber Wind F-H 1011 -989 K-O 1721 -1720 Top chord 2x6 DF-L#2 Wind loads based on MWFRS with additional C&C Bot chord 2x4 DF-L#2 member design. Maximum Bot Chord Forces Per PlyIbs ) Webs 2x4:DF-L Standard+DF-L Stud: End verticals not exposed to wind pressure. Chords Tens.Comp. Chords Tens. Comp._ Plating Notes Additional Notes AD-Z 1718-1717 W-U 768 -745 All plates are 1.5X4 except as noted. See DWGS A16030ENC160118&GBLLETIN0118 for Z-X 743 -732 U-T 1511 -1488 (**)2 plate(s)require special positioning.Refer to gable wind bracing and other requirements. X-W 1625-1614 T-P 1564 -1546 scaled plate plot details for special positioning Truss must be installed as shown with top chord up. requirements. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Loading A-AD 529 -613 W-H 520 -783 Truss transfers a maximum horizontal load of A-Z 1806 -1827 H-T 1767 -1809 7010#( 350.00 plf)along top chord,from either Z-E 610 -774 T-K 504 -677 direction,to supports where indicated.Diaphragm and E-W 1838 -1873 K-P 1635 -1653 connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Maximum Gable Forces Per Ply(Ibs) Case 1: 70100 349.903 TBC 0.00 20.03 ,��CC 0.00 20.03 ��G PRGF�SS, Gables Tens.Comp. Gables Tens. Comp. Truss designed to support 1-6-0 top chord outlookers �N� G)N E'F ,GZ AL-F 328 -382 AP-I 330 -383 and cladding load not to exceed 5.00 PSF one face .'v.83294PE 9 X-AL 361 -419 U-AP 353 -411 and 32.0"span opposite face.Top chord may be notched 1.5"deep X 3.5" at 48"o/c along top edge. 0,„„„...-- DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch in overhang or heel panel,unless specified otherwise OREGON Purlins 93 r In lieu of structural panels use purlins to brace all �lY 14,20� t� sloping TC @ 24"oc;all flat TC @ 24"oc. 4SSe 111 Tate' Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! TrussCOmponentsofOfegor.,IOC **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P O.sox 468 Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BOB!.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN fIW COMPANY truss in conformance with ANSI/TP1 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw-com:TPI:tpinst.org;SBCA:sbcacomponents-com;ICC:iccsafe.org;AWC:awc.org Earth City,Missouri 63045 SEQN:224344/ GABL Ply: 1 Job Number: 0721001 Cust:R 7175 JRef 1Xaf71750005 T66 ! FROM:MG Qty: 1 Art Rutkin DrwNo: 315.21.1038.43488 Truss Label: BGE4 / RTT 11/11/2021 5'8" 11'0"8 16'5" H _ 5'8" 5'4"8 5'4"8 H- 1'6"8 H III4X5 �(NP---I =4D E 5 =3G H 5 1113XJ A T v _ (a) Z D (a) 0 D 9 (a) d - I. EN J 1113X7 R Q N L 1114X8 4X5 4X5 F' 16'5" 'H 5'4"8 5'4"8 I 5'8" 5'4"8 10'9" 16'5" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or"=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.003 I 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.006 I 999 240 K" 171 /- /- /83 /64 /- BCDL: 6.00 Risk Category:In Snow Duration:1.15 HORZ(LL): -0.019 J - - T /-534 EXP:C Kzt:NA HORZ TL: 0.021 J K /-464 Des Ld: 51.00 Mean Height:34.27 ft ( ) Wind reactions based on MWFRS NCBCLL: 0.00 Building Code: Creep Factor:2.0 TCDL:6.0 psf K Brg Wid=197 Min Req= - Softt: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.202 TPI Std: 2014 Max BC CSI: 0.268 Bearing T is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.666 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 A-B 1900-1876 E-G 1053 -1034 B-D 894 -870 G-H 1874 -1875 Lumber Wind D-E 1943 -1924 H-J 999 -1000 Top chord 2x6 DF-L#2 Wind loads based on MWFRS with additional C&C Bot chord 2x4 DF-L#2 member design. Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4:DF-L Standard+DF-L Stud: End verticals not exposed to wind pressure. Chords Tens.Comp. Chords Tens. Comp. Bracing Additional Notes T-R 998 -997 0-N 1770 -1751 (a)Continuous lateral restraint,equally spaced on See DWGS A16030ENC160118&GBLLETIN0118 for R-Q 1873-1872 N-L 738 -713 member gable wind bracing and other requirements. Q-0 880 -861 L-K 1744 -1718 Plating Notes Truss must be installed as shown with top chord up. Maximum Web Forces Per Ply(Ibs) All plates are 1.5X4 except as noted. Webs Tens.Comp. Webs Tens. Comp. Loading A-T 540 -659 D-N 2002 -2042 Truss transfers a maximum horizontal load of A-Q 1962 -1990 N-G 460 -718 5746#( 350.00 plf)along top chord,from either Q-D 559 -809 G-K 1802 -1824 direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Maximum Gable Forces Per Ply(Ibs) Case 1: 5746 350.00 TC 0.00 16.42 EQ PROF Gables Tens.Comp. Gables Tens. Comp. 5746 349.99 BC 0.00 16.42 AO' FiSs V-B 457 -488 O-Z 421 -450 Truss designed to support 1-6-0 top chord outlookers ° aGl N FF �o R-V 488 -521 AD-H 418 -446 and and 32 0"span opposite face.Top load not to exceed OcO PSF one hord may beCe vG/� 83294PE 9 Z E 386 -412 L-AD 463 -494 notched 1.5"deep X 3.5" at 48"o/c along top edge. DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch in overhang or heel panel,unless specified otherwise. OREGON • Purlins In lieu of structural panels use purlins to brace all (i SS e` 1 14, o �� sloping TC @ 24"oc;all flat TC @ 24"oc. ��Taar Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, /411111 as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling shipping,,installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibility solely-or the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Earth City,Missouri 63045 SEQN:224346/ GABL Ply: 1 Job Number: 0721001 i Cust:R 7175 JRef:1Xaf71750005 T67 / FROM:MG Qty: 1 Art Rutkin i DrwNo: 315.21.1038.44394 Truss Label: BGE5 t / RTT 11/11/2021 5'2"10 10'1"12 15'0"14 20' I" 5'2"10 + 4'11"2 + 4'11"2 -+- -4'11"2 H ------4X5F 1'4 =3X F I 5 =3X5 =3X5 1111.5X4(**) A 0 T u 0 0AL 0 D 0 0 0 0 is!_ AX AP - 1 AD�� �,/----/---�����������..----'-./ 'P Z X W U T 1114X8 1II3X7 1111.5X4 =3X5 =3X5 =3X5 III 1.5X4(**) I 20' I 4'11"2 4'11"2 4'11"2 5'290 H 4'11"2 9'10"4 14'9"6 20' 7 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct: 1.1 CAT:III PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.002 G 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.005 G 999 240 P* 171 /- /- /83 /64 /- BCDL: 6.00 Risk Category:Ill Snow Duration:1.15 HORZ(LL): -0.019 AD - - AD /-533 EXP:C Kzt:NA Des Ld: 51.00 Mean Height:34.27 ft HORZ(TL ): 0.021 AD - AX /-482 NCBCLL: 0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL: IBC 2018 Max TC CSI: 0193 P Brg Wid=240 Min Req=- 3.6 . psf Bearing AD is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist h/2 to h TPI Std: 2014 Max BC CSI: 0.241 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.875 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 A-E 1725 -1706 H-I 1805 -1790 E-F 1752 -1729 I-K 922 -908 Lumber Wind F-H 1011 -989 K-O 1718 -1718 Top chord 2x6 DF-L#2 Wind loads based on MWFRS with additional C&C Bot chord 2x4 DF-L#2 member design. Webs 2x4:DF-L Standard+DF-L Stud: Maximum Bot Chord Forces Per Ply(Ibs) End verticals not exposed to wind pressure. Chords Tens.Comp. Chords Tens. Comp. _ Plating Notes Additional Notes AD-Z 1716-1715 W-U 769 -746 All plates are 1.5X4 except as noted. See DWGS A16030ENC160118&GBLLETIN0118 for Z-X 741 -730 U-T 1509 -1485 (**)2 plate(s)require special positioning.Refer to gable wind bracing and other requirements. X-W 1623-1612 T-P 1562 -1544 scaled plate plot details for special positioning Truss must be installed as shown with top chord up. requirements. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Loading A-AD 529 -612 W-H 520 -783 Truss transfers a maximum horizontal load of A-Z 1803-1825 H-T 1765 -1806 6999#( 350.00 plf)along top chord,from either Z-E 609 -774 T-K 503 -676 direction,to supports where indicated.Diaphragm and E-W 1836 -1871 K-P 1633 -1651 connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Maximum Gable Forces Per Ply(Ibs) Case 1 6999 350.00 TC 0.00 20.00 ��REp PROFESS Gables Tens.Comp. Gables Tens. Comp. 6999 349.97 BC 0.00 20.00 Truss designed to support 1-6-0 top chord outlookers �� t.,G i N e. /G AL-F 326 -381 AP-I 327 -383 and cladding load not to exceed 5.00 PSF one face ke -1** X-AL 358 -419 U-AP 351 -410 and 32.0"span opposite face.Top chord may be 14/ 83294PE notched 1.5"deep X 3.5" at 48"o/c along top edge. DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch in overhang or heel panel,unless specified otherwise. Purlins In lieu of structural panels use purlins to brace allcss.,......0REGONj �S `ZLY 14,sloping TC @ 24"oc;all flat TC @ 24"oc. S'a ft'f Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,inc. *"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P O.Box 468 Trusses require extreme care in fabricating handlin shipping,installin and bracing. Refer to and follow the latest edition of BCSI(BuildingCornelius OR 97113 Component Safety Information,by TPI and'SBCA)for safety ractices poor to performing these functions. Installers shall provide temporary (5035357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE* drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. , Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional enaneering responsibility solely-tor the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. For more information see these web sites:Alpine:alpineitw.com;TPI:Winston SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Earth City,Missouri 63045 f ,. ... ....• �. SEQN:224348/ GABL Ply: 1 Job Number: 0721001 I Cust:R7175 JRef:1Xaf71750005 T69 / FROM:MG Qty: 1 Art Rutkin DrwNo: 315.21.1038.44471 Truss Label: BGE6 / RTT 11/11/2021 5'114 9'11"4 14'9"2 19'7" 24'4"14 29'2"12 H' I5'1"14 4'9"6 I 4'9"14 -I 4'9"14 _I 4'9"14 I 4'9"14 f.1'3"6.1 ve i_H 1111.5X4(**) 1114X5 (TYP) =8X8 =3X5 =4X53X5 =3X5 =3X5 A B D H K L 0 S T V T N 0 AT 0 0 Q7 H 0 BP o- a N a a 0 0- m 10 0 AR�----------------------/-������� ���,.------.------/-----" W III3X7 AP AOAN AK Al AH A AE AD Z X III3X7 =3X5 =3X5 =3X5 =3X5=3X5 III1.5X4 III2X4 1111.5X4(**) -8X8 F 29'2"12 -I 4'994 4'9"14 4'9"14 4'9"14 4'9"6 5'1"14 4'9"14 + 9'7"12 14'5"10 19'3"8 24'0'14 29'2"12 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg: 10.0 Ct:1.1 CAT:III PP Deflection in loc Udefi U# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.002 U 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.005 U 999 240 W* 171 /- /- /83 /64 /- BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.025 V - - AR /-509 EXP:C Kzt:NA TL Des Ld: 51.00 HORZ( ): 0.028 V - - AO /-527 Mean Height:34.27 ft AN /-523 NCBCLL: 0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 W /-449 Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.189 TPI Std 2014 Max BC CSI: 0.239 Wind reactions based on MWFRS Load Duration:1.15 MWFRS Parallel Dist : h/2 to hW Brg Wid=350 Min Req= - Spacing:32.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.655 Bearing AR is a rigid surface. Loc.from endwall:Any FT/RT:4(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 J Chords Tens.Comp. Chords Tens. Comp. Lumber Wind A-B 1628 -1617 L-O 1753 -1737 Top chord 2x6 DF-L#2 Wind loads based on MWFRS with additional C&C B-D 713 -702 0-S 1751 -1747 Bot chord 2x4 DF-L#2 member design. D-H 1711 -1690 S-T 1682 -1682 Webs 2x4:DF-L Standard+DF-L Stud: End verticals not exposed to wind pressure. H-K 1747 -1723 T-V 909 -909 Plating Notes Additional Notes Maximum Bot Chord Forces Per Ply(Ibs) All plates are 1.5X4 except as noted. See DWGS A16030ENC160118&GBLLETIN0118 for Chords Tens.Comp. Chords Tens. Comp. (**)2 plate(s)require special positioning.Refer to gable wind bracing and other requirements. scaled plate plot details for special positioning AR-AP 908 -907 AF-AE 992 -969 requirements. Truss must be installed as shown with top chord up. AP-AO 1681 -1680 AE-AD 1444 -1421 AN-AK 1494 -1497 AD-Z 1431 -1414 AK-Al 587 -578 Z-X 572 -562 Loading Al-AH 1469-1460 X-W 1487 -1477 Truss transfers a maximum horizontal load of AH-AF 740 -718 10229#( 350.00 plf)along top chord,from either direction,to supports where indicated.Diaphragm and Maximum Web Forces Per Ply(Ibs) connections are to be designed by Engineer of Record. Webs Tens.Comp. Webs Tens. Comp. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 10229 350.00 TC 0.00 29.23 03 PRO/e- A-AR 513 -625 AH-L 499 -764 10229 349.95 BC 0.00 29.23 ,�0F* Fss A-AO 1712-1724 L-AD 1683 -1725 Truss designed to support 1-6-0 top chord outlookers �CO aG)NIEF �O AO-D 1151 -1245 AD-O 547 723 and cladding load not to exceed 5.00 PSF one face g3294PE 2 D-AK 1714 -1738 O-Z 1687 -1708 and 32.0"span opposite face.Top chord may be il/ 9 notched 1.5"deepX 3.5" at 48"o/c alongtopedge. ^"%0` iw AK-H 565 -733 Z-S 664 -802 9 _ ,,.:,• H-AH 1712 -1745 S-W 1566 -1574 DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch in overhang or heel panel,unless specified otherwise. Maximum Gable Forces Per Ply(Ibs) \ OGON Gables Tens.Comp. Gables Tens. Comp. Purlins A `VCda 0 AT-B 310 -444 AF-BH 279 -398 In lieu of structural panels use purlins to brace all 4S Y 14,2.0 ( AP-AT 330 -471 BP-T 289 -413 sloping TC @ 24"oc;all flat TC @ 24"oc. °ell Tan D-AN 536 -636 X-BP 317 -452 Renewal 6/30/2022 AI-BD 286 -408 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,instalen and bracing. Refer to and follow the latest edition of BCSI(BuildingComeiius OR 97113 Component Safety Information,by TPI and SBCA)f safety actices pn or to perforing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face oT truss and position as shown above and on the JoinrDetails, unless noted otherwise. Ffefer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any,failure to build the *N ITV COAW/,NY truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing,indicates acceptance of professional engineering responsibility solely-for the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Earth City,Missouri 63045 SEQN:224918/ FLAT Ply: 1 Job Number: 0721001 Cust:R 7175 JRe1Xat71750005 T116 i f: FROM:MG Qty: 7 Art Rutkin DrwNo: 315.21.1038.42911 Truss Label: BP / RTT 11/11/2021 1113X5 III 1.5X4 A B III3X5 C 1113X5 2'6"8 -- i 2'6"8 2,6„8 ----------- Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.000 A 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.000 A 999 240 D 180 /- /- /90 /63 /- BCDL: 6.00 Risk Category:Ill Snow Duration:1.15 HORZ(LL): -0 000 B - - C 180 /- /- /90 /63 /- Des Ld: 51.00 EXP:C Kzt:NA HORZ(TL): 0.000 B - - Wind reactions based on MWFRS Mean Height:31.22 ft Building Code: Creep Factor:2.0 D Brg Wid=- NCBCLL: 0.00 TCDL:6.0 psf C BrgWid=- Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.096 TPI Std: 2014 Max BC CSI: 0.026 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:h/2 to h Spacing:32.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.083 Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 Lumber Top chord 2x6 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud: Purlins In lieu of structural panels use purlins to brace all sloping TC @ 24"oc;all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Snow loading based on an unobstructed roof Complete drainage required. Truss must be installed as shown with top chord up. ,e9 4.,_AGINF�� ,GZ it/ 83294PE 17 OREGON �o r 4 cr ta,zo+f' �tL SSell Tar' Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme cam in fabricating,handling,shipping,installing and bracing- Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)f safety practices pnor to performing these functions. Installers shall provide temporary (503)357-2118 bracing per SCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 133,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise- Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Ruildinag Components Group Inc-shall not be responsible for any deviation from this drawing,any failure to build the trues in conformance with ANSI)TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 514 Earth CityExpressway listing this drawing,indicates acceptance of professional engineering responsibility solely-for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Ruildingl3esigner per ANSI/TPI 1 Sec.2 Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICG:iccsafe.orq;AWC:awc.org Earth City,Missouri 63045 SEON:224775/ COMN Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1Xat'71750005 T86 i FROM:MG City: 23 Art Rutkin DrwNo: 315.21.1038.44783 Truss Label: C / RTT 11/11/2021 6'1'5 I_ 11'11'2 I 175'7 I 23'10'5 _I 30'8'12 6'1'5 5'9'13 5'8'S 6'4'15 6'10'7 12 1.69 lli4p I s 3X5 E 4 C 12 o3X5 m5X7F T O3X5 • w1t 6 w Zjr 3X5 C' I m 5X7 A =3X10 . o m _ =_5XI2 to ibv _ =_3X5 _ _L K o1.56 I L�: =_3X10 12 III3X7 r 30'8.12 • 5'2'14 _I 5'11'4 I 5'9'11 I 6'9'15 I_ 5'11'15 5'8'6 11'710 17'5'5 24'3.5 30'3'4 5'8 5'8 56 8.12 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.170 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.339 C 999 240 L 2211 /- /- /1121 /735 /302 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.066 H - - G 2186 /- /- /1105 /816 /- EXP:C Kzt:NA HORZ TL 0.132 H - - Wind reactions based on MWFRS Des Ld: 51.00 Mean Height:34.97 ft ( ) NCBCLL: 0.00 TCDL:6.0 psf Building Code: Creep Factor 2.0 L Brg Wid=5.5 Min Req=2.3 Soffit: 2.00 BCDL:3.6psf IBC 2018 Max TC CSI: 0.675 G Brg Wid=3.8 Min Req= 1.5 Bearings L&G are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.872 RepFac:No Max Web CSI: 0.926 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.07 ft Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 A-B 1891 -4000 D-E 1775 -3320 Lumber B-C 2121 -4298 E-F 1749 -3469 C-D 1798-3490 Top chord 2x6 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud:W2,W8, Maximum Bot Chord Forces Per Ply(Ibs) W10 2x4 DF-L#2;W 11 2x6 DF-L#2; Chords Tens.Comp. Chords Tens. Comp. Bracing L-K 34 -386 J-I 4002 -2109 K-J 3799-2129 I-H 3476 -1741 (a)Continuous lateral restraint,equally spaced on member. Maximum Web Forces Per Ply(Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. Truss designed for unbalanced snow loads. A-L 1061 -2168 I-E 263 -475 A-K 3716-1710 E-H 493 -731 Purlins K-B 571 -998 H-F 3520 -1752 In lieu of structural panels use purlins to brace TC @ C-I 560-1017 F-G 1106 -2129 24"oc. D-I 765 -351 Wind Wind loads based on MWFRS with additional C&C ,s��ep PRO/t .s member design. s End verticals not exposed to wind pressure. O� %.%G IN E . 'r Wind loading based on both gable and hip roof types. Cr4/ 83294PE OREGON `wL1.14,2644 4*sell Tao• Renewal 6/30/2022 I ICI I/202I **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.eon 468 CornTrusses require extreme care in fabricating,handlin shipping,instalen and bracing.. Refer to and follow the latest edition of BCSI(Building150313 us OR 97113 Component Safety Information,by TPI and SBCA)for safty actices prior to perforng these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails., unless noted otherwise. Refer to ALPINE. drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the , truss in conformance with ANSUIPI 1, or for handling, shipping,.installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibility solelylor the design shown.The suitability and use of this drawing for any sfructure is the responsibility of the Building-Designer per ANSI/TP!1 Sec.2 Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Earth City,Missouri 63045 `w..w!o.wwFJfii,w,... ,tJJIt FN6+l f,,,,,,,,,JtJIJrJ(//1Nu/f,...,,,,,.- SEQN:224450/ COMN Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1Xaf71750005 T17 i FROM:MG Qty: 4 Art Rutkin DrwNo: 315.21.1038.43176 Truss Label: C1 / RTT 11/11/2021 6'1'5 11'11"2 17'5'7 23'10'5 30'8'12 -__ 6'1'5 _ 5'9'13 i 5'6'5 _ 6'4'15 _ 6'10'7 12 1.69 III5XX7 R 3X5 E 12 ,3X5 =5X7 4 p C n F xx 3X5 1111111111 . g W11 iE F. a\\ = X5 G 1 n5X7 �� =3X10 m ! =_5X12in 1 - K =3X5 0 1.56 1. e 3X10 12 III3X7 r 3013"12 A 5'2'14 5'11'4 5'9'11 6'9'15 5'11'15 i I 5'8'6 11'7'10 17'5'5 i 24'3'5 F 30'3'4 55 8 u55'8 5 8 3R8"12 Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.170 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.358 C 999 240 L 2249 /- /- /1121 /735 /302 BCDL: 6.00 Risk Category:Ill Snow Duration:1.15 HORZ(LL): 0.066 H - - G 2384 /- /- /1105 /816 /- EXP:C Kzt:NA Des Ld: 51.00 Mean Height:34.97 ft HORZ(TL): 0.142 H - - Wind reactions based on MWFRS NCBCLL: 0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 L Brg Wid=5.5 Min Req= 2.4 Soffit: 2.00 IBC 2018 Max TC CSI: 0.675 G Brg Wid=3.8 Min Req= 1.5 BCDL:3.6 psf Bearings L&G are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.910 RepFac:No Max Web CSI: 0.926 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.07 ft Loc.from endwall:Any FT/RT:4(0)/4(0) Chordsm Tens.Comp.Top Chor Forces Chordsef Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 A-B 1891 -4105 D-E 1775 -3656 Lumber B-C 2121 -4493 E-F 1749 -3894 C-D 1798-3795 Top chord 2x6 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud:W2,W8, Maximum Bot Chord Forces Per Ply(lbs) W 10 2x4 DF-L#2;W 11 2x6 DF-L#2; Chords Tens.Comp. Chords Tens. Comp. Bracing L-K 34 -386 J-I 4194 -2109 K-J 3906 -2129 I-H 3913 -1741 (a)Continuous lateral restraint,equally spaced on member. Maximum Web Forces Per Ply(Ibs) Special Loads Webs Tens.Comp. Webs Tens. Comp. (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) A-L 1061 -2206 I-E 263 -475 TC:From 123 plf at 0.00 to 123 plf at 17.45 A-K 3822 -1710 E-H 493 -842 TC:From 121 plf at 17.45 to 121 plf at 30.73 K-B 571 -1029 H-F 3978 -1752 BC:From 16 plf at 0.00 to 16 plf at 30.27 C-I 560 -1017 F-G 1106 -2326 TC: 200 lb Conc.Load at 19.50,23.50 D-I 765 -351 Loading Truss designed for unbalanced snow loads. ��E0 PROFE� SS Purlins In lieu of structural panels use purlins to brace TC @ �� aG I N E' �Q_ 24"oc. (V� 83294PE 41 Zy Wind it �r Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. OREGON Wind loading based on both gable and hip roof types /4 `' 14,2oo`a S -seII Tar'( , Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 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, /iii as applicable Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the *sin row truss in conformance with ANSIII PI 1, or for handling, shipping,.installation and bracing of trusses A seal on this drawing or cover page 514 Earth CityExpressway listing this drawing indicates acceptance of professional engineering responsibility solely-tor the design shown.The suitability and use of this P y drawing for any structure is the responsibility of the Building-DDesigner per ANSI/TPI 1 Sec.2 Suite 242 Earth City,Missouri 63045 For more information see these web sites.Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq SEQN:224454/ COMN Ply: 1 Job Number: 0721001 Cust:R7175 JRef:1Xaf71750005 783 % FROM:MG Qty: 17 ,Art Rutkin DrwNo: 315.21.1038.44721 I Truss Label: C2 / RTT 11/11/2021 61"5 ___-+_ 11'11'2 I 17'5'7 -'I'- 23'9'7 _i 30'5" 6'1"5 5'9'13 5'6'5 6'4'1 6'7'9 0 1.69 1114X8 ' D -r ■ s 3X5 E 4 12 IsC5 =SXF f7 T s 3X5 iv b e 11I T .5 7 _z _ x5 1 Am _..iiiiiii T =3X7 a H0508 o 3X10 .S. 12m —� K N 1 1 =--3X5 0 1.56 1 ==-3X70 12 III3X7 1 30'5' 5'2 14 5'11'4 5'11'9 2'2'5 4'4'15 5'11'1 F 5'8"6 I 11'7'10 I 1T7'3 _I_ 19'9"8I 24'2'7 I" 30'1'8 58 8 sa s Loading Criteria(psf) Wind Criteria 1 Snow Criteria (Pg,Pr in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 1Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.163 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 ;VERT(CL): 0.324 C 999 240 M 2189 /- /- /1110 /726 /305 Risk Category:III BCDL: 6.00 Snow Duration:1.15 HORZ(LL): 0.060 H G 2167 /- / /1097 /808 I- Des Ld: 51.00 EXP:C Kzt:NA �,HORZ(TL): 0.119 H - - Wind reactions based on MWFRS Mean Height:34.97 ft M Br Wid=5.5 Min 2.3 NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor 2.0 G Br Wid=- Req Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.686 g Bearing M is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.872 Spacing:32.0" C&C Dist a:3.04 ft Rep Fac:No Max Web CSI: 0.888 Members not listed have forces less than 375# P 9 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:20.02.00A.1020.21 A-B 1867 -3953 D-E 1737 -3244 B-C 2087 -4232 E-F 1701 -3372 Lumber C-D 1758 -3413 Top chord 2x6 DF-L#2 Bot chord 2x4 DF-L#2 B2 2x6 DF-L#2; Webs 2x4:DF-L Standard+DF-L Stud:W2,W8, Maximum Bot Chord Forces Per Ply(Ibs) W10 2x4 DF-L#2; Chords Tens.Comp. Chords Tens. Comp. M-L 33 -390 J-I 3382 -1701 Bracing L-K 3754 -2110 I-H 3392 -1698 (a)Continuous lateral restraint,equally spaced on K-J 3938 -2081 member_ LoadingMaximum Web Forces Per Ply(Ibs) Truss designed for unbalanced snow loads. Webs Tens.Comp. Webs Tens. Comp. A-M 1050-2146 J-E 254 -460 Purlins A-L 3672-1687 E-H 498 -741 In lieu of structural panels use purlins to brace TC @ L-B 564 -984 H-F 3484 -1739 24"oc. C-J 566 -1027 F-G 1090 -2099 D-J 738 -338 Wind PR Wind loads based on MWFRS with additional C&C ,�E,� OFS member design. '� �O G I N E. S'j0 (End verticals not exposed to wind pressure. 2 +y Wind loading based on both gable and hip roof types. fy 83294PE C ..r� OREGON 4 �l,y 14.20e i s,2ell Ta04 Renewal 6/30/2022 11/1 112021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices pnor to performing these functions. Installers shall provide temporary (503)357-2116 bracing per SCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, /41111 as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the unwmw.w+ truss in conformance with ANSI/)PI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional en meenng responsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-DDesigner per ANSI/TPI 1 Sec 2 Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Earth City,Missouri 63045 ..:.............«.r,.....,,.,....,r...,.,,.,.,,.,.a,,,,.r,,H„r,...r,,.: :..,ti , rx..»., ,.. :rrrr.rr srtr,.rre...r. rrr r..+. ..,. .r, r r r„rnrr.r.;soveuirau:isr�lrrrsuuasu�rrar.-rkraErra,r�,uu✓rrertr ;rrriersirru"r .. SEQN:224458/ COMN 1 Ply: 1 Job Number: 0721001 Cyst:R 7175 JRef:1Xaf71750005 T19 / FROM:MG Qty: 11 Art Rutkin DrwNo: 315.21.1038.45485 Truss Label: C3 I / RTT 11/11/2021 6'1'5 11'11'2 17'5"7 23'10"5 30'8'12 H_. _--_-- 6'1'5 I- 5'9'13 i 5'6'5 i 6'4"15 i 6'10'7 12 1.69 III5X7 0 =3X5 - E 4 C5 0 =5X7F T 9 Zl3X56 n BsW11_AX7 1 T \\!- w3X10 II o N -ar-_ J m5Xt2 - K =3X5 0 1.56 I 1- w3X10 12 L 1113X7 i"' - 30'892 1 F 5'2'14 5'11'4 I 5'9'11 I 6'9'15 _ 5'11'15 5'8'6 11'7"10 17'5'5 24'3"5 30'3'4 5 8 u55'8 5 8 3P8'12 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pt 27.0(specified) Ce:1.0 VERT(LL): 0.170 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.362 C 999 240 L 2275 /- /- /1121 /735 /302 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(TL): 0.066 H - - G 2358 /- /- /1105 /816 /- Des Ld: 51.00 EXP:C Kzt:NA HORZ(TL): 0.142 H - - Wind reactions based on MWFRS Mean Height:34.97 ft BuildingL BrgWid=5.5 Min Req2.4 NCBCLL: 0.00 TCDL:6.0 psf Code: Creep Factor 2.0 = Soffit: 2.00 BCDL:3-6 psf IBC 2018 Max TC CSI: 0.757 G Brg Wid=3.8 Min Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.922 Bearings L&G are a rigid surface. RepFac:No Max Web CSI: 0.926 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.07 ft Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 A-B 1891 -4160 D-E 1775 -3730 B-C 2121 -4570 E-F 1749 -3852 Lumber C-D 1798 -3891 Top chord 2x6 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud:W2,W8, Maximum Bot Chord Forces Per Ply(Ibs) W 10 2x4 DF-L#2;W 11 2x6 DF-L#2; Chords Tens.Comp. Chords Tens. Comp. Bracing L-K 34 -386 J-I 4267 -2109 K-J 3960-2129 I-H 3870 -1741 (a)Continuous lateral restraint,equally spaced on member Maximum Web Forces Per Ply(Ibs) Special Loads Webs Tens.Comp. Webs Tens. Comp. -----(Lumber Dur.Fac.=1.15/Plate Dur-Fac.=1.15) A-L 1061 -2232 I-E 263 -475 TC:From 123 plf at 0.00 to 123 plf at 17.45 A-K 3874-1710 E-H 493 -831 TC:From 121 plf at 17.45 to 121 plf at 30.73 K-B 571 -1045 H-F 3936 -1752 BC:From 16 plf at 0.00 to 16 plf at 30.27 C-I 560-1017 F-G 1106 -2301 TC: 200 lb Conc.Load at 18.25,20.75 D-I 765 -351 Loading Truss designed for unbalanced snow loads. �R0 PROp4. Purlins tSj In lieu of structural panels use purlins to brace TC @ CP <JG i FF4 o2 24"oc. 1t/ 83294PE 9 Wind i, Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. OREGON Wind loading based on both gable and hip roof types. 1$41S `, 14,26� �Q= Sell Tan Renewal 6130/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon:Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating handlin ,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and fabricating, for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,67 or B10, as applicable. Apply plates to each face o truss and position as shown above and on the JointDetails, unless noted otherwise, Refer to ALPINE. drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Ruildina Components Croup Inc shall not be responsible for any deviation from this drawing,any failure to build the *N ITT/COMPANYtruss in conformance with ANSUTPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing,indicates acceptance of professional eng peering responsibility solely for the design shown.The suitabiliCy and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com:ICC:iccsafe.orq;AWC:awc.org Earth City,Missouri 63045 .. _ WM"Nv ..rv.ttAxW.vlsr.wlN." i.rn.+ s�.fez T'/AfiM1511-.�.. SEQN:224461/ COMN Ply: 1 Job Number: 0721001 Cust:R7175 JRef:1Xaf71750005 T45 / FROM:MG Qty: 3 Art Rutkin DrwNo: 315.21.1038.44939 Truss Label: C4 / RTT 11/11/2021 I- 6'1"5 I 11'11.2 I_ 17'5"7 23'9"7 I ' '" 30'5" H 6'1"5 59"13 565 6'4"1 6'7"9 0 1.69 1115pX7 'f C 3X5 E 4 12 s C5 e5X T w 3X5 N 8 =5X7 =-3X5 T A i/ H B2 !_ I T�+ .3X7 ro r=H0508 =3X10 o n ,b _ 03X5 _1.58 111 1 1 _L 1 =3X10 12 1113X7 A 30'5" 5'2"14 5'11"4 5'11"9 _I_ 2'2"5 I 4'4"15 5'11"1 H 5'8"6 11'7"10 17'7"3 199 8 24'2"7 30'1"8 ,3{ 13 1.5'8 30 5" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.163 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.355 C 999 240 M 2307 /- /- /1110 /726 /305 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.060 H - - G 2286 /- /- /1097 /808 /- Des Ld: 51.00 EXP:C Kzt:NA HORZ(TL): 0.129 H - - Wind reactions based on MWFRS Mean Height:34.97 ft Br NCBCLL: 0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 M M Brg Wid=-Wid=5.5 Min Re q= 2.4 Soffit: 2.00 BCDL:3.6psf IBC 2018 Max TC CSI: 0.701 g Bearing M is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.959 RepFac:No Max Web CSI: 0.888 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.04 ft Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:20.02.00A.1020.21 A-B 1867-4217 D-E 1737 -3637 B-C 2087 -4693 E-F 1701 -3611 Lumber C-D 1758 -3876 Top chord 2x6 DF-L#2 Bot chord 2x4 DF-L#2 B2 2x6 DF-L#2; Webs 2x4:DF-L Standard+DF-L Stud:W2,W8, Maximum Bat Chord Forces Per Ply(Ibs) W10 2x4 DF-L#2; Chords Tens.Comp. Chords Tens. Comp. Bracing M-L 34 -390 J-I 3628 -1701 L-K 4013-2110 I-H 3638 -1698 (a)Continuous lateral restraint,equally spaced on K-J 4398-2081 member. Special Loads Maximum Web Forces Per Ply(Ibs) ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Webs Tens.Comp. Webs Tens. Comp. TC:From 123 plf at 0.00 to 123 plf at 17.45 A-M 1050-2264 D-J 738 -338 TC:From 121 plf at 17.45 to 121 plf at 30.42 A-L 3927-1687 J-E 254 -460 BC:From 16 plf at 0.00 to 16 elf at 30.12 L-B 564-1059 E-H 498 -802 TC: 200 lb Conc.Load at 14.00,16.50 B-K 403 -50 H-F 3739 -1739 Loading C-J 566 -1027 F-G 1090 -2217 Truss designed for unbalanced snow loads. e eO PROp.. Purlins A, cSj In lieu of structural panels use purlins to brace TC @ 0 4�G, FF".? 02 24"oc. IL 83294PE V Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. OREGON Wind loading based on both gable and hip roof types. 14 "LAY 14.got (of sell Tan' Renewal 6/30/2022 11/11/2021 *WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fo safety practices prior to performing these functions. Installers shall provide temporary (503)357•2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7_ or B10, .41161/4. as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails., unless noted otherwise. Refer to ALPINE. drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIITPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibility solely- for the design shown.The suitability and use of this Suite drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Earth City,Missouri 63045 SEQN:224692/ GABL Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1Xaf71750005 T33 / FROM:MG Qty: 7 Art Rutkin DrwNo: 315.21.1038.45314 Truss Label: CGE / RTT 11/11/2021 5'210 10'1"12 15'014 20' 5'2"10 f 4'11"2 I 4'11"2 I 4'11"2 1-8'H IIIA4X5F 14"H =3XX5 =3X5 =3X5 III3X5 (TYP)T 0 0 0 0 0 w8 0 AP lil - CV 2 I 0 0 0 0 0 0 0 0 Z / /,---------------------------------///,----------//// N N III3X7 W T Q III4X8 3X5 =3X5 =3X5 1-- 20' H 4'11"2 4'11"2 4'11"2 5'2"10 F` 4'11"2 I- 9'10"4 -I 14'9"6 --120' -H Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*.PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct: 1.1 CAT:III PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.011 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.024 B 999 240 N* 170 /- /- /83 /63 /- BCDL: 6 00 Risk Category:Ill Snow Duration:1.15 HORZ(LL): -0.019 Z - - Z /-478 EXP:C Kzt:NA Des Ld: 51.00 Mean Height:32.01 ft HORZ(TL): 0.021 Z - - AP /-411 NCBCLL: 0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.250 N Brg Wid=239 Min Req= - Load Duration:1.15 MWFRS Parallel Dist h/2 to h TPI Std: 2014 Max BC CSI: 0.250 Bearing Z is a rigid surface. RepFac:No Max Web CSI 0.739 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 A-D 1807 -1769 G-J 1752 -1723 Lumber Additional Notes D-G 1759 -1730 J-M 1717 -1719 Top chord 2x6 DF-L#2 See DWGS A16030ENC160118&GBLLETIN0118 for Maximum Sot Chord Forces Per Ply(Ibs) Bot chord 2x4 DF-L#2 gable wind bracing and other requirements. Chords Tens.Comp. Chords Tens. Comp. Webs 2x4:DF-L Standard+DF-L Stud:W2, Truss must be installed as shown with top chord up. W8 2x4 DF-L#2; Z-W 1721 -1711 T-Q 1506 -1486 Plating Notes W-T 1562 -1537 Q-N 1633 -1589 All plates are 1.5X4 except as noted Maximum Web Forces Per Ply(Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. Truss transfers a maximum horizontal load of A-Z 475 -655 T-G 468 -734 6999#( 350.00 plf)along top chord,from either A-W 1868 -1912 G-Q 1683 -1734 direction,to supports where indicated.Diaphragm and W-D 486 -788 Q-J 461 -754 connections are to be designed by Engineer of Record. D-T 1745 -1801 J-N 1685 -1719 Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 6999 350.00 TC 0.00 20.00 6999 349.97 BC 0.00 20.00 Truss designed to support 1-6-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face Po) ROS and 32.0"span opposite face.Top chord may be 4'1- F*is notched 1.5"deep X 3.5" at 48"o/c along top edge. .Gj aG 1 N EF �0 DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch ((/0 83294PE 1. 7 in overhang or heel panel,unless specified otherwise. Lc �.- f•.,-...< Purlins In lieu of structural panels use purlins to brace all sloping TC @ 24"oc;all flat TC @ 24"oc. OREGON 13 C Wind (� `ZCY 14,2e� ,(Qr Wind loads based on MWFRS with additional C&C SSeII Tao• member design. End verticals not exposed to wind pressure. Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "`IMPORTANT*` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P O.Box 468 Trusses require extreme care in fabricating handling,shipping,installing,and bracing.. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,byTPI and'SDCA)for safety practices prior to performing these functions. Installers shall provide temporary (503}357.2118 bracing per BCSI.Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Croup Inc-shall not be responsible for any deviation from this drawing,any failure to build the " wcoMw" truss in conformance with AN8I/1 PI I, or for handling, shipping, installation and bracing of trusses. A seal on this drawingor cover page 514 Earth City Expressway n listing this drawing,indicates acceptance of professional en meeng responsibility solely-for the design shown.The suitabiliy and use of this drawing for any sfructure is the responsibility of the Building-DDesigner per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites'Alpine:alpineitw com:TPI:tpinstorg;SBCA:sbcacomponents.com:ICC:iccsafe.org:AWC:awc.org Earth City,Missouri 63045 SEON:224694/ GABL Ply: 1 Job Number: 0721001 Cust:R7175 JRef:1Xaf71750005 T85 / FROM:MG City: 1 Art Rutkin DrwNo: 315.21.1038.44751 Truss Label: CGE1 / RTT 11/11/2021 5'6"14 10'10"4 16'1"10 21'5" h I-5'6"14 5'3"6 5'3"6 5'3"6 F.14"8H F-14"-{ =4X5 III4X5 (TYP) =4X5 =4X5 =3X5 A B D E G H I K L N T 1111 0 (a) 0 (a) 0 0 (a) 0 0 0 EN AP 1 G AD 0 0 A 0_ 0 AL 0 0 0 AB / 1113X7 Z Y W V T S R P 1II4X8 4X5 =4X5 =3X5 =4X5 I 21'5" 5'3"6 5'3"6 5'3"6 5'6"14 I H 5'3"6 I 10'6"12 I- 15'10"2 -I 21'5" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:Ill PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.003 M 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.005 M 999 240 O* 170 /- /- /83 /63 /0 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.026 N - - AB /-505 EXP:C Kzt:NA HORZ TL: 0.029 N - - 0 /-428 Des Ld: 51.00 Mean Height:32.01 ft ( ) NCBCLL: 0.00 Building Code: Creep Factor:2.0 Wind reactions based on MWFRS TCDL:6.0 psf 0 Brg Wid=256 Min Req= - Soffit 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.202 Bearing AB is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.264 Spacing:32.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.869 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 A-B 1861 -1833 H-I 1945 -1924 Lumber Wind B-D 913 -886 I-K 1062 -1042 D-E 1891 -1864 K-L 1840 -1841 Top chord 2x6 DF-L#2 Wind loads based on MWFRS with additional C&C E-G 1027-1001 L-N 940 -941 Bot chord 2x4 DF-L#2 member design. Webs 2x4:DF-L Standard+DF-L Stud: End verticals not exposed to wind Pressure. Maximum Bot Chord Forces Per Ply(Ibs) Bracing Additional Notes Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint,equally spaced on See DWGS A16030ENC160118&GBLLETIN011B for AB-Z 938 -937 T-S 971 -950 member. gable wind bracing and other requirements. Z-Y 1839 -1838 S-R 1617 -1595 Plating Notes Truss must be installed as shown with top chord up. Y-W 862 -843 R-P 731 704 W-V 1744-1725 P-0 1678 -1651 All plates are 1.5X4 except as noted. V-T 752 -731 Loading Truss transfers a maximum horizontal load of Maximum Web Forces Per Ply(Ibs) 7495#( 350.00 plf)along top chord,from either Webs Tens.Comp. Webs Tens. Comp. ------bs direction,to supports where indicated.Diaphragm and A-AB 509 -618 V-H 500 -759 connections are to be designed by Engineer of Record. A-Y 1910-1941 H-R 1867 -1911 Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 7495 350.00 TC 0.00 21.41 ,`` p PRO/C Y-D 524 -775 R-K 420 661 ! 7495 349.95 BC 0.00 21.42 i�E �ts6 D-V 1941 -1988 K-O 1724 -1749 Truss designed to support 1-6-0 top chord outlookers � r1C'I N EF i0 and cladding load not to exceed 5.00 PSF one face 4/ 83294PE 7 Maximum Gable Forces Per Ply(Ibs) and 32.0"span opposite face.Top chord may be Cr "y Gables Tens.Comp. Gables Tens. Comp. notched 1.5"deep X 3.5" at 48"o/c along top edge. DO NOT OVERCUT.No knots or other lumber AD-B 386 -473 AL-I 327 400 defects allowed within 12"of notches.Do not notch Z-AD 416 -510 T-AL 355 -435 in overhang or heel panel,unless specified otherwise. AH-E 326 -400 AP-L 358 -439 OREGON W-AH 356 -437 P-AP 392 -480 Purlins /3 C In lieu of structural panels use purlins to brace all GSS sloping TC @ 24"oc;all flat TC @ 24"oc. a is Tan Renewal 6/30/2022 1 1/1 1/2021 **WARNING*" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P 0-Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the *N M./COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawingor cover page 514 Earth City Expressway listing this drawing,indicates acceptance of professional engineering responsibility solelylor the design shown.The suitabilit and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Earth City,Missouri 63045 SEQN:224696/ GABL Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1Xaf71750005 T87 / FROM:MG Qty: 1 Art Rutkin DrwNo: 315.21.1038.44829 Truss Label: CGE2 / RTT 11/11/2021 5'3"2 I 102"13 f 15'2"7 I 20'2"2 25'1"12 6 q 5'3"2 4'11"10 4'11"10 4'11"10 4'11"10 IH `1'1 14" =5X5 (TYP) 4X5 3X5 =4X5 =3X5 =3X5 1113X5 A D G H K N Q T D D DO SD D D D D 01 w2 1 - D D D D D oAH D o D D BB AE AB Z Y X U I114X8 III 3X7 =3X5 =4X5 =3X5 =3X5 =3X5 25'1"12 H rr 4'11"10 4'1110 4'11"10 4'1110 5'3"2 / �' 4'11"10 - 9'11"5 I- 14'10"15 I 19'10"10 I 25'1"12 H Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.012 B 999 360 LOG R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0,026 B 999 240 R* 171 /- /- /83 /65 /- 6 BCDL: 6.00 Risk Category:Ill EXP:C Kzt:NA Snow Duration:1.15 HORZ(LL): 0.028 Q AH /-555 Des Ld: 51.00 Mean Height:36.18 ft - HORZ(TL): 0.031 Q BB /487 NCBCLL:0.00 Building Code: Creep Factor:2.0 Wind reactions based on MWFRS TCDL:6.0 psf R Br Wid=301 Min Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.245 9 Req= - Load Duration:1.15 TPI Std: 2014 Max BC CSI: 0.274 Bearing AH is a rigid surface. MWFRS Parallel Dist:h/2 to h Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.935 Loc.from endwall:Any FT/RT:4(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:20.02.00A.1020.21 A-D 1983-1947 H-K 1276 -1248 Lumber Wind D-G 1938 -1910 K-N 1922 -1895 G-H 1947-1919 N-Q 1882 -1883 Top chord 2x6 DF-L#2 Wind loads based on MWFRS with additional C&C Bot chord 2x4 DF-L#2 member design. Webs 2x4:DF-L Standard+DF-L Stud:W2, Maximum Bot Chord Forces Per Ply(Ibs) W 10 2x4 DF-L#2; End verticals not exposed to wind pressure. Chords Tens.Comp. Chords Tens. Comp. Plating Notes Additional Notes AH-AE 1885-1875 Y-X 1636 -1618 All plates are 1.5X4 except as noted. See DWGS A16030ENC160118&GBLLETIN0118 for AE-AB 1706-1680 X-U 1629 -1611 gable wind bracing and other requirements. AB-Z 747 -729 U-R 1784 -1740 Loading Truss must be installed as shown with top chord up. Z-Y 1289-1271 Truss transfers a maximum horizontal load of Maximum Web Forces Per Ply 9554#( 380.00 plf)along top chord,from either (Ibs) direction,to supports where indicated.Diaphragm and Webs Tens.Comp. Webs Tens. Comp. connections are to be designed by Engineer of Record. A-AH 550 -728 G-X 1875 -1924 Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 8800 350.00 TC 0.00 25.14 A-AE 2065-2102 X-K 541 805 8800 349.94 BC 0.00 25.15 AE-D 552 -870 K-U 1841 -1889 Case 2: 9554 380.00 TC 0.00 25.14 D-AB 1933 -1989 U-N 453 -821 9554 379.94 BC 0.00 25.15 Ep PROFFS AB-G 555 -816 N-R 1853 -1886 Truss designed to support 1-6-0 top chord outlookers �� and cladding load not to exceed 5.00 PSF one face tSj Maximum Gable Forces Per Ply(Ibs) and 32.0"span opposite face.Top chord may be �,�� r1C' N EF �Z Gables Tens.Comp. notched 1.5"deep X 3.5" at 48"o/c along top edge. �!i L(/ 83294PE DO NOT OVERCUT.No knots or other lumber ," Z-AS 305 -394 defects allowed within 12"of notches.Do not notch ""`"` in overhang or heel panel,unless specified otherwise f+' Purlins In lieu of structural panels use purlins to brace all OREGON sloping TC @ 24"oc;all flat TC @ 24"oc. /3 'tidy 14 qpd" e 4ssell Taw6 Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Bex488 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)f safety practices nor to performing these functions Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 83,B7 or B10, as applicable- Apply plates to each face of truss R and position as shown above and on the Joint-Details., unless noted otherwise Refer to ALPINE. drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc shall not_be responsible for any deviation from this drawing,any failure to build the *" truss in conformance with ANSI/TPI 1, or for handling, shipping, installation.and bracing of trusses A seal on this drawing or cover page 514 earth CityExpressway listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown.The suitability and use of this p y drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org,SBCA:sbcacomponenta.00m;ICC:iccsafe.org;AWC:awc.org Earth City,Missouri 63045 SEQN:224698/ GABL Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1Xaf71750005 T88 i FROM:MG QV: 1 Art Rutkin DrwNo: 315.21.1038.45610 Truss Label: CGE3 / RTT 11/11/2021 6'1"10 11'8"12 17'5"6 23'2" 6'1"10 '_ 5'7"2 I 5'8"10 I 5'8"10 I-1111.-1 I-14"-{ =3X10 ..5X5 (TYP) =1.5XX4 =4X5 =4X5 =3L5 III3X5 (a) T F (a) �J AL li] a) 0 0 AV 0 - W2 iN 1 0 0 0 0(a) 0 L17 I O a- 0 AD �� � / l�P III3X7 AC AB AA X W V T S R III5X7 =4X5 3X5 =3X10 III1.5X4X5) I 23'2" 5'8"10 5'7"2 5'6"14 I314 6'0"2 F 5'8"10 I 11'3'12 16'10"10 17'1"14 23'2" Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.017 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.036 B 999 240 P* 171 /- /- /83 /65 /- BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.038 0 - - AD /-566 EXP:C Kzt:NA TL Des Ld: 51.00 HORZ( ): 0.042 0 - - AC /-118 Mean Height:36,18 ft Building Code: Creep Factor:2.0 R /-101 NCBCLL: 0.00 9 TCDL:6.0 psf AV /-480 Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.298 Wind reactions based on MWFRS Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.318 P Brg Wid=278 Min Req= - Spacing:32.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.721 0/4 0 Bearing AD is a rigid surface. FT/RT:4 Loc.from endwall:Any ( ) ( ) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 Chords Tens.Comp. Chords Tens. Comp. Lumber Purlins A-D 2297 -2254 H-I 1351 -1319 Top chord 2x6 DF-L#2 In lieu of structural panels use purlins to brace all D-G 2236 -2207 I-L 1257 -1224 Bot chord 2x4 DF-L#2 sloping TC @ 24"oc;all flat TC @ 24"oc. G-H 2214-2181 L-O 2164 -2166 Webs 2x4:DF-L Standard+DF-L Stud:W2, W8 2x4 DF-L#2; Wind Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(Ibs) BracingChords Tens.Comp. Chords Tens. Comp. member design. (a)Continuous lateral restraint,equally spaced on End verticals not exposed to wind pressure. AD-AB 845 -843 W-V 1963 -1932 member. AB-AA 2169 -2157 V-T 802 -785 Plating Notes Additional Notes AA-X 1005 -974 T-S 1906 -1889 All plates are 1.5X4 except as noted. See DWGS A16030ENC160118&GBLLETIN0118 for X-W 1417 -1386 S-P 2063 -2011 gable wind bracing and other requirements. (**)1 plate(s)require special positioning.Refer to Truss must be installed as shown with top chord up. Maximum Web Forces Per Ply(Ibs) scaled plate plot details for special positioning Webs Tens.Comp. Webs Tens. Comp. requirements. A-AD 565 -759 V-G 559 -818 A-AA 2360-2402 G-S 2112 -2168 Loading AA-D 546 -931 S-L 540 -889 Truss transfers a maximum horizontal load of ,9EG PR op,. D-V 2183-2256 L-P 2113 -2151 8802#( 380.00 plf)along top chord,from either "( S direction,to supports where indicated.Diaphragm and �� OG I N e. �9 Maximum Gable Forces Per Ply(Ibs) connections are to be designed by Engineer of Record. �!. 83294PE 9 Gables Tens.Comp. Gables Tens. Comp. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 8107 350.00 TC 0.00 23.17 4,,C /',-- AB-AF 302 -375 AO-I 309 -382 8107 349.94 BC 0.00 23.17 X-AL 332 -411 T-AO 326 -403 Case 2: B802 380.00 TC 0.00 23.17 8802 379.94 BC 0.00 23.17 Truss designed to support 1-6-0 top chord outlookers OREGON and cladding load not to exceed 5.00 PSF one face 13 Ly 14,20e i.e. and 32.0"span opposite face.Top chord may be 4� notched 1.5"deep X 3.5" at 48"o/c along top edge. s e lg Tar 4 DO NOT OVERCUT,No knots or other lumber defects allowed within 12"of notches_Do not notch Renewal 6/30/2022 in overhang or heel panel,unless specified otherwise. 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices poor to performing these functions Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable AppTy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,any,failure to build the *M MAY COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engeering responsibility solely-for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Buildi inng-Designer per ANSI/7PI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Earth City,Missouri 63045 e.rtrrax xxrrve, t .riINAV✓tYYMxfieuattltstMHaMYHitIMi !!T r!tilt.E! x nFi ist.J. SEQN:224700/ GABL Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1Xaf71750005 T89 / FROM:MG Qty: 1 Art Rutkin DrwNo: 315.21.1038.43285 Truss Label: CGE4 h / RTT 11/11/2021 5'2"10 10'1"12 15'0"14 20' h 5'2"10 a'11"2 I a'11"2 I -I a'11°2 F8'H f-1.4„H AX5 (TYP) ------3X5 -- G =3j5 1113 M T 2 0 0 0 0 0 0 8 0 APO r fV _ Z /////////////////// N 1/3X7 W T Q 1II4X8 3X5 ----3X5 --3X5 I 20' , 4'11"2 4'11"2 4'11"2 5'2"10 4'11"2 I 9'10"4 14'9"6 20' Loading Criteria(pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.011 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.024 B 999 240 N* 171 /- /- /83 /65 /- BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): -0.021 Z - - Z /-558 EXP:C Kzt:NA HORZ TL: 0.023 Z - - AP /-488 Des Ld: 51.00 Mean Height:36.18 ft ( ) Wind reactions based on MWFRS NCBCLL: 0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Soffit: 2.00 IBC 2018 Max TC CSI: 0.250 N Brg Wid=240 Min Req= - BCDL:3.6 psf Bearing Z is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist h/2 to h TPI Std: 2014 Max BC CSI: 0.271 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.882 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 A-D 1960-1925 G-J 1898 -1872 Lumber Additional Notes D-G 1907 -1880 J-M 1865 -1866 Top chord 2x6 DF-L#2 See DWGS A16030ENC160118&GBLLETIN0118 for Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 DF-L#2 gable wind bracing and other requirements. Chords Tens.Comp. Chords Tens. Comp. Webs 2x4:DF-L Standard+DF-L Stud:W2, Truss must be installed as shown with top chord up. W82x4DF-L#2; Z-W 1868 -1859 T-Q 1636 -1616 Plating Notes W-T 1695 -1670 Q-N 1774 -1731 All plates are 1.5X4 except as noted. Maximum Web Forces Per Ply(Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. Truss transfers a maximum horizontal load of A-Z 555 -735 T-G 545 -811 7599#( 380.00 plf)along top chord,from either A-W 2043-2083 G-Q 1842 -1890 direction,to supports where indicated.Diaphragm and W-D 559 -862 Q-J 473 -820 connections are to be designed by Engineer of Record. D-T 1909-1963 J-N 1844 -1877 Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 7599 380.00 TC 0.00 20.00 7599 379.96 BC 0.00 20.00 Truss designed to support 1-6-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face ��so PRop4, and 32.0"span opposite face.Top chord may be notched 1.5"deep X 3.5" at 48"o/c along top edge. -( S DO NOT OVERCUT.No knots or other lumber •• laG NEB /Q defects allowed within 12"of notches.Do not notch _C-/ 83294PE 6* I' in overhang or heel panel,unless specified otherwise. Ct Purlins In lieu of structural panels use purlins to brace all sloping TC @ 24"oc;all flat TC @ 24"oc. OREGON Wind `SLY ire14,200Q � Wind loads based on MWFRS with additional C&C 4Ssel�Tan member design. End verticals not exposed to wind pressure. Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 CorneliuTrusses require extreme care in fabricating,handling,shipping,installing.and bracing._ Refer to and follow the latest edition of BCSI(Building (503)357-2118 O 97113 Component Safety Information,by TPI and SBCA)f safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10 as applicable. Apply plates to each face of truss and position as shown above and on the Joint etails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 514 Earth CityExpressway listing this drawing,indicates acceptance of professional engineering responsibility solely tor the design shown.The suitability and use of this p y drawing for any structure is the responsibility of the Building-Designer per ANSUTPI 1 Sec.2 Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Earth City,Missouri 63645 SEQN:224702/ GABL Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1Xaf71750005 T90 I FROM:MG Qty: 1 Art Rutkin DrwNo: 315.21.1038.45266 Truss Label: CGE5 / RTT 11/11/2021 5'5"4 10'7" 15'8"12 5'5"4 5'192 5'1"12 F 12"6 AX5 F-- 5 5 (TYP)BB 4D E -3G H J T _ a) Z __ (a) : D (V l - 0 0 a - o a T K 1113X7 R =4XQ5 Q =4X5 L 1114X8 I- 15'8"12 I 51"12 51"12 55 I- I "4H 5'1"12 10'3"8 15'8"12 Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.003 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.005 C 999 240 K* 171 I- /- /83 /65 /- BCDL: 6.00 Risk Category:Ill Snow Duration:1.15 HORZ(LL): -0.020 J - - T /-589 EXP:C Kzt:NA Des Ld: 51.00 Mean Height:36.18 ft HORZ(TL ): 0.021 J - - K /-519 NCBCLL: 0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 IBC 2018 Max TC CSI: 0.211 K Brg Wid=188 Min Req= - BCDL:3.6 psf Bearing T is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist h/2 to h TPI Std: 2014 Max BC CSI: 0.279 Spacing:32.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.944 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 A-B 1970-1946 E-G 1092 -1073 B-D 1008 -984 G-H 1948 -1948 Lumber Wind D-E 2015 -1995 H-J 954 -955 Top chord 2x6 DF-L#2 Wind loads based on MWFRS with additional C&C Bot chord 2x4 DF-L#2 member design. Webs 2x4:DF-L Standard+DF-L Stud: Maximum Bot Chord Forces Per Ply(Ibs) End verticals not exposed to wind pressure. Chords Tens.Comp. Chords Tens. Comp. Bracing Additional Notes T-R 953 -952 0-N 1840 -1818 (a)Continuous lateral restraint,equally spaced on See DWGS A16030ENC160118&GBLLETIN0118 for R-Q 1946-1945 N-L 851 -824 member. gable wind bracing and other requirements. Q-0 917 -896 L-K 1812 -1786 Plating Notes Truss must be installed as shown with top chord up. All plates are 1.5X4 except as noted. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Loading A-T 591 -691 D-N 2089 -2132 Truss transfers a maximum horizontal load of A-Q 2043 -2071 N-G 501 -764 5976#( 380.00 plf)along top chord,from either Q-D 608 -864 G-K 1878 -1903 direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Maximum Gable Forces Per Ply(Ibs) Case 1: 5976 380.00 TC 0.00 15.73 0PRQF Gables Tens.Comp. Gables Tens. Comp. 5976 379.95 BC 0.00 15.73 ,c � �iSs V-B 442 -458 0-Z 405 -419 Truss designed to support 1-6-0 top chord outlookers N� tIG N E . 'Q R-V 481 -497 AD-H 416 -430 and and 32.0"span opposite face.Top load not to exceed OcOhord may beCe �4// 83294PE .1" Z-E 373 -386 L-AD 449 -465 notched 1.5"deep X 3.5" at 48"o/c along top edge. DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch in overhang or heel panel,unless specified otherwise. OREGON Purlins 'A C In lieu of structural panels use purlins to brace all (v S �LY 14,20 t;i sloping TC @ 24"oc;all flat TC @ 24"oc. ek-en Tang Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! MISS eox ponentsofOregon,inc **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices pnor to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have_a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Jointpetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildingq�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/WI 1, or for handling, shipping,.installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing,indicates acceptance of professional engineering responsibility solelylor the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Earth City,Missouri 63045 SEQN:224704/ GABL Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1Xa171750005 T91 I FROM:MG Qty: 1 Art Rutkin DrwNo: 315.21 1038.44814 Truss Label: CGE6 / RTT 11/11/2021 6"12 5'2"15 10'2"6 I 15'1"13 20'1"5 25'012 H 6" 22 4'8"3 4'11"7 4'111 4'11"7 4'11"7 ,6 te..1 (TYP) 5X5 11111..5X4(**) =4XX5 =3X =4X5 =3X =3X5 1113XQ5 T o a o d,0 0 0 0 �_ N Mi: 7, tiroii 0 o- LJ 0 0 0 0 0 0 o- D -I AH/ ���� ���� �������i R AE AB Z Y X U 1114X8 I I I3X7 =3X5 =4X5 =3X5 ------3X5 3X5 f- 25'0"12 -I 4'11"7 4'11"7 4'111 4111 5'215 4'11"7 I 9'10"14 14'10"5 19'9"13 + 25'0"12 Loading Criteria(esf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria A Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.012 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.026 B 999 240 R* 171 /- /- /83 /65 /0 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.028 Q - - AH /-552 EXP:C Kzt:NA T Des Ld: 51.00 Mean Height:36.18 ft HORZ( L): 0.031 Q - - BB /-488 NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Wind reactions based on MWFRS Soffit 2.00 IBC 2018 Max TC CSI: 0.241 R Brg Wid=300 Min Req= - BCDL:3.6 psf Bearing AH is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.273 RepFac:No Max Web CSI: 0.919 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.00 ft Loc.from endwall:AnyFT/RT:4(0)l4( ) Maximum Top Chord Forces Per Ply(Ibs) 0 Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 A-D 1976-1940 H-K 1256 -1228 D-G 1931 -1903 K-N 1916 -1889 Lumber Wind G-H 1940-1912 N-Q 1875 -1876 Top chord 2x6 DF-L#2 Wind loads based on MWFRS with additional C&C Bot chord 2x4 DF-L#2 member design. Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4:DF-L Standard+DF-L Stud:W2, End verticals not exposed to wind pressure. Chords Tens.Comp. Chords Tens. Comp. Plating Notes Additional Notes AH-AE 1878-1868 Y-X 1630 -1612 See DWGS A16030ENC160118&GBLLETIN0118 for AE-AB 1700 -1674 X-LI 1623 -1605 All plates are 1.5X4 except as noted. gable wind bracing and other requirements. AB-Z 744 -726 U-Ft 1778 -1734 (**)1 plate(s)require special positioning.Refer to Truss must be installed as shown with top chord up. Z-Y 1303 -1284 scaled plate plot details for special positioning requirements. Maximum Web Forces Per Ply(Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. Truss transfers a maximum horizontal load of A-AH 547 -723 G-X 1869 -1918 9522#( 380.00 plf)along top chord,from either A-AE 2058 -2095 X-k: 541 -805 , direction,to supports where indicated.Diaphragm and AE-D 550 -869 K-U 1835 -1883 connections are to be designed by Engineer of Record. D-AB 1927 -1983 U-N 452 -821 Drag Loads:Force(#) (PLF) Mbr Start End AB-G 554 -816 N-R 1847 -1881 Case 1: 9522 380.00 TC 0.00 25.06 Ep PROF 9521 379.92 BC 0.00 25.06 �.'i Fops Truss designed to support 1-6-0 top chord outlookers `Gj G N F 'O Maximum Gable Forces Per Ply(Ibs) and cladding load not to exceed 5.00 PSF one face ,0 (Ga F� 2 Gables Tens.Comp. and 32.0"span opposite face.Top chord may be .C(/ 83294PE notched 1.5"deep X 3.5" at 48"o/c along top edge. „,,,,,,Sr Z AS 303 -392 DO NOT OVERCUT.No knots or other lumber ",,,-- ^°" defects allowed within 12"of notches.Do not notch in overhang or heel panel,unless specified otherwise. OREGON Purlins /3 In lieu of structural panels use purlins to brace all (e `VLY 14,200� go sloping TC @ 24"oc;all flat TC @ 24"oc. SSell Tar Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon.inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installn and bracing., Refer to and follow the latest edition of BCSI(Buildingcornaiius OR 97113 q9. 9 (503)357-2118 Component Safety Information,by TPI an SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE. drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANYtruss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses- A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibility solelylor the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Earth City,Missouri 63045 a ., ..m..",. . .. SEQN:224466/ COMN Ply: 2 Job Number: 0721001 Oust:R7175 JRef:1Xaf71750005 T50 / FROM:MG Qty: 1 Art Rutkin DrwNo: 315.21.1038.45938 Truss Label: CGR / RTT 11/11/2021 I 5 5 2 Complete Trusses Required f11 4T74 i 9'0'3 13'4'9 17'5'7 21'8'11 26' 30'8'12 5 1 4'2'13 4'4'6 4'4'6 4'0'14 494 4'3'4 4'8'12 .....12 1.69 1114 E12 .3X5 - 3X F .3X5 12 sD5 C' '=8X8 4 p H s 3e5 T W So sy5 W15 I" bF ,,I1 0 3X5 1 t A8X8 K 62 =3X12 T LL .3X5 0 X s5X12 - 5 1 O s3X a3 5 1.56 I P v3X12 12 114X8 1 - 30'8'12 j 3'8'7 4'6'13 i 4'4.6 4'4.4 4'6'14 4'5'12 3'9'5 4'1'15 ' 8'8'11 13'1'1 17'5'5 22'0'3 i 26'5'15 I 30'3'4 15 II�6',9 5 8 308'12 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc Udef! U# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.177 M 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.364 M 999 240 p 5893 /- /- /1121 /2183 /301 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.083 J - - I 5868 /- /- /1105 /2192 /- Des Ld: 51.00 EXP:C Kzt:NA HORZ(TL): 0.170 J - - Wind reactions based on MWFRS Mean Height:34 97 ft BuildingCode: CreepFactor:2.0 P Brg Wid=5.5 Min Req= 3.1 NCBCLL: 0.00 TCDL:6.0 psf Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.367 I Brg Wid=3.8 Min Req= 1.5 Load Duration:1.15TPI Std: 2014 Max BC CSI: 0.952 Bearings P&I are a rigid surface. MWFRS Parallel Dist 0 to h/2 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.07 ft Rep Fac:No Max Web CSI: 0.864 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 'Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 A-B 1778-4794 E-F 1678 -4515 Lumber B-C 2193 -5907 F-G 1776 -4770 C-D 2090-5625 G-H 1523 -4089 Top chord 2x10 DF-L#2 D-E 1760-4728 Bot chord 2x4 DF-L#1&Bet.B2 2x4 DF-L#2; Webs 2x4:DF-L Standard+DF-L Stud:W2, W14 2x4 DF-L#2;W15 2x6 DF-L#2; Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Nailnote O-N 4542-1684 L-K 4737 -1763 Nail Schedule:0.120"x3",min.nails N-M 5567-2064 K-J 4142 -1544 Top Chord:1 Row @ 6.00"o.c. M-L 5253-1949 Bot Chord:1 Row @12.00"o.c. Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails Maximum Web Forces Per Ply(Ibs) in each row to avoid splitting. Webs Tens.Comp. Webs Tens. Comp. Special Loads A-P 1093 -2923 E-L 1075 -375 -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) A-O 4500 -1667 L-F 149 383 TC:From 368 plf at 0.00 to 368 pit at 17.45 O-B 604-1550 K-G 734 -269 TC:From 366 plf at 17.45 to 366 plf at 30.73 B-N 1092 -404 G-J 520 -1319 BC:From 16 plf at 0.00 to 16 plf at 30.27 ��v.e0 PR1�F S'� N-C 228 -547 J-H 4350 -1619 F D-L 389-1054 H-I 1093 -2905 Loading N� vO i lsi � 'c Truss designed for unbalanced snow loads. �,� 83294PE y Purlins In lieu of structural panels use puffins to brace TC @ 24"oc. Wind OREGON Wind loads based on MWFRS with additional C&C ""))4 *1t,�y 14,Z004 member design. S End verticals not exposed to wind pressure. $@I� Tad' Wind loading based on both gable and hip roof types. Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installin and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for g.safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural 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 83,67 or B10, /11111 as applicable. AppTy plates to each face of truss and position as shown above and on the Joinf"Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITV/Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIT PI 1, or for handling, shipping,.installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibility solely-or the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPISuite 242 1 Sec.2 more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Earth City,Missouri 63045 €r rllil.A'liiti,i0i{ ii.,,,a4iiJ NlViiilreil,WJAtlifililiatiiMillAillo,WiVaIWail,,. SEQN:224659/ MONO Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1Xaf71750005 T57 / FROM:MG Qty: 7 Art Rutkin DrwNo: 315.21.1038.42771 Truss Label: D / RTT 11/11/2021 157"10 2'2"6'1 5"5 4'3" 8'1" 11'9"9 13'5"419'5"10 23'5"2 27'3"3 31'1"12 1515 3'9"11 I 3'10" I 3'8"9 1 1'7"1 H3'10" 3'11"8 I 3'10" I 3'10"9 1113X5 1.69 o I J T =3X5 H :W17 r` —3X5 G `i— e N =3pX5,H0508 F _ �!- t C /� "� L =_6X8K `D m 55X10 B ��� =_3XM 5 m fn in ts 0 =SS1012 e e NM. p 3X5 0 o 1.69 I — — g-'- =4X R 12 L 1 - 31'1"12 i 3'2"1 3'11" 3'10" _ 3'11"8 I 3'9"11 3'10"6 3'8"9 I 3'11"8 I3'7"9 7I '6"10 11'4"10 15'4"2 19'1'13 23'0"3 26'8"12 30'8"4 5"8 55"8 5 8 $1"1"12 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:Ill PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.632 F 591 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 1.244 F 300 240 S 2211 /- /- /1107 /737 /331 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.134 D - - K 2204 /- /- /1109 /819 /- Des Ld: 51.00 EXP:C Kzt:NA HORZ(TL): 0.263 D - - Wind reactions based on MWFRS Mean Height:32.65 ft S Br Wid=5.5 Min 2.2 NCBCLL: 0.00 Building Code: Creep Factor:2.0 9 Req TCDL:6.0 psf K Br Wid=3.8 Min 1.5 Soffit: 2,00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.723 9 Req Load Duration:1.15 TPI Std: 2014 Max BC CSI: 0.762 Bearings S&K are a rigid surface. MWFRS Parallel Dist:0 to h/2 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.11 ft Rep Fac:No Max Web CSI: 0.994 Loc.from endwall:Any FT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS,18SS VIEW Ver:20.02.00A.1020.21 A-B 2274 -4780 E-F 5265-10898 Lumber B-C 3926-8175 F-G 4981 -10340 C-D 4913-10205 G-H 4053 -8428 Top chord 2x6 DF-L 2400f-2.OE D-E 5260-10928 H-I 2464 -5158 Bot chord 2x6 DF-L 2400f-2.OE Webs 2x4:DF-L Standard+DF-L Stud:W2, W4 2x4 DF-L#2;W17 2x6 DF-L#2; Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Bracing S-R 17 -417 O-N 10930 -5516 (a)Continuous lateral restraint,equally spaced on R-Q 5022 -2798 N-M 10265 -5143 member. Q-P 8326-4350 M-L 8274 -4126 Plating Notes P-O 10283-5251 L-K 4939 -2458 All plates are 3X10 except as noted. Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels use purlins to brace TC @ A-S 1042 -2139 D-0 633 -249 24"oc. A-R 4838 -2288 F-N 367 -637 Wind R-B 983 -1913 G-M 991 -1921 RR B-Q 3216-1502 M-H 888 -389 Wind loads based on MWFRS with additional C&C EO �F member design. ��(. `S'S, Q-C 672 -1297 H-L 1633 -3239 / C-P 1903 -867 L-I 1395 -621 End verticals not exposed to wind pressure. 0 .e, ��G 1 N FFR Oy P-D 415 -761 I-K 2456 -4936 Wind loading based on both gable and hip roof types �ZC/ 83294PE 7 OREGON 134 `ZLY 14,20� eC SseII Tan t Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin ,shipping,installing,and bracing. Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions Installers shall provide temporary (503)357-2118 bracing per 9CS1 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 SCSI 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.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawi 5W ng or cover page 514 Earth City Expressway listing this drawing,indicates acceptance of professional engineering responsibility solely-for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-DDesigner per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Earth City,Missouri 63045 SEQN:224661/ MONO Ply: 1 Job Number: 0721001 Cust:R7175 JRef:1Xaf71750005 T92 / FROM:MG Qty: 2 Art Rutkin DrwNo: 315.21.1038.46031 Truss Label: D1 / RTT 11/11/2021 I 157"10 2'2"6 5"5 4'3" 8'1" 11'9"9 13'5" 19'5"10 23'5"2 27'4"3 31'1"12 I515 3'9"11 I 3'10" I 3'8"9 I 1'71� 3'10' I 3'11"8 3'11" I 3'9"9 III3X5 12 m3?12 J T 1.69 o H , 6 it n 3X5 G �w17 N =-3X5=H0508 �3F5 ��_r� t 0 �� ��= X T • C i� L e6X10 =AX10 B i • =3 5 ,.> to a ! m r �- �� 0 =SS1012 �� p =3X5 Q o1.69 I I R 12 - - S m4X12 J 31'1"12 4 3'2"1 3'11" 3'10" 3'11"8 3'9"11 3'10"6 3'8"9 3'11"8 I" 3'7"9 7'6"10 ( 11'4'10 I 15'4"2 _I_ 19'1"13 I 23'0"3 I 26'8"12 30'8"4 H 5"8 ,,55"8 5 8 31"1"12 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.629 F 594 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 1.294 F 288 240 S 2211 /- /- /1107 /744 /331 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.133 D - - 1 K 2438 /- I- /1109 /819 /- EXP:C Kzt:NA Des Ld: 51.00 Mean Hei ht:32.65 ft HORZ(TL ): 0.273 D - - Wind reactions based on MWFRS 9 BuildingCode: CreepFactor:2.0 S Brg Wid=5.5 Min Req=2.2 NCBCLL: 0.00 TCDL:6.0 psf K Brg Wid=3.8 Min Req= 1.5 Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.770 Bearings S&K are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.789 Spacing:32.0" C&C Dist a:3.11 ft Rep Fac:No Max Web CSI: 0.934 Members not listed have forces less than 375# p 9 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)l4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS,18SS VIEW Ver:20.02.00A.1020.21 A-B 2274-4802 E-F 5265 -11295 Lumber B-C 3926 -8274 F-G 4981 -10971 C-D 4913-10428 G-H 4051 -9265 Top chord 2x6 DF-L 2400f-2.0E D-E 5260-11323 H-I 2477 -5816 Bot chord 2x6 DF-L 2400f-2.0E Webs 2x4:DF-L Standard+DF-L Stud:W2,W4, W16 2x4 DF-L#2;W17 2x6 DF-L#2; Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Bracing S-R 17 -417 O-N 11337 -5516 (a)Continuous lateral restraint,equally spaced on R-Q 5047 -2798 N-M 10910 -5144 member. Q-P 8431 -4350 M-L 9123 -4124 Special Loads P-O 10515-5251 L-K 5582 -2471 -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1,15) TC:From 121 plf at 0.00 to 121 plf at 31.15 Maximum Web Forces Per Ply(Ibs) BC:From 16 plf at 0.00 to 16 plf at 30.69 Webs Tens.Comp. Webs Tens. Comp. TC: 200 lb Conc.Load at 22.67,26.67 A-S 1042 -2140 D-O 803 -249 Plating Notes A-R 4862-2288 F-N 366 -637 R-B 983 -1922 G-M 993 -1925 All plates are 3X10 except as noted. B-Q 3294 -1502 M-H 883 -387 Purlins cee°PROFESS, Q-C 672 -1329 H-L 1617 -3437 In lieu of structural panels use purlins to brace TC @ N. G 1 N F �9 C-P 2026 -867 L-I 1485 621 24"oc. ;l// 83294PEFiQ P-D 415 -814 I-K 2474 -5593 Wind ir /...- Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. OREGON Wind loading based on both gable and hip roof types. 15 Ayly 14 2o�a QC SSe11 Tare Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,instalen and bracing.. Refer to and follow the latest edition of BCSI(BuildingCornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety actices priorp to performing these functions. Installers shall provide temporary (5D3)357-2116 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE. drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITN Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN nW COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping,.installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional en meering responsibility solely/or the design shown The suitability and use of this drawing for any structure is the responsibility of the Building-DDesigner per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Earth City,Missouri 63045 - riuxurxe:r"rrvsuxar*sxnxuexrrerexruuVs[uxGfxxYPSIFtMI.qeP✓x/iHxixlNlN/fFNxxFllirf SEQN:224663/ MONO Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1Xaf71750005 T93 / FROM:MG Qty: 1 Art Rutkin DrwNo: 315.21.1038.44205 Truss Label: D2 / RTT 11/11/2021 I 157101 2'6"2 4'3" I 8'1" _ 11'9"9 I 13'i"8 19'5"10 _ 23'5"2 27'4"3 _ 30'10" 'I 4'3" 3'10" 3'8"9 1'3'4 3'10" 3'11"8 3'11" 3'5"13 11131 { T 1.69 0 =4 12 - T ex A _3X5 =3X5 H _'16- tO l =3X5=5X7 F G �! E / :- C D �� ��� L =10X12 x AX8 B i ! WI =-3X6 i � ! N M t. "! ! P -3X =S81012 e Q o 1.69 12 8" =_4X12 1 30'10" 1 I 3'2"1 3'11" 3'10" 3'11"8 3'9"11 3'10"6 3'8"9 3'6"10 3'7"9 I 7'6"10 11'4"10 15'4"2 I 19'1"13 I 23'0"3 I 26'812 30'3"6 H 5 8 "6""10 5 8 '30'10" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.602 F 614 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: 1.00 VERT(CL): 1.239 F 298 240 S 2189 /- /- /1096 /737 /327 BCDL: 6.00 Risk Category:Ill Snow Duration:1.15 HORZ(LL): 0.128 N - - K 2427 /- /- /1105 /806 /- Des Ld: 51.00 EXP:C Kzt:NA -_ HORZ(TL): 0.262 N - - Wind reactions based on MWFRS Y Mean Height:32.63 ft NCBCLL: 0.00 Building Code: Creep Factor:2.0 S Brg Wid=5.5 Min Req= 2.1 TCDL:6.0 psf K BrgWid=- Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.743 Load Duration:1.15 TPI Std: 2014 Max BC CSI: 0.772 Bearing S is a rigid surface. MWFRS Parallel Dist:0 to h/2 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.08 ft Rep Fac:No Max Web CSI: 0 922 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. ¢` GCpi:0.18 Plate Type(s): 7 Wind Duration:1.60 WAVE,18SS VIEW Ver:20.02.00A.1020.21 A-B 2247-4743 E-F 5159-11062 B-C 3873-8154 F-G 4850 -10674 Lumber C-D 4834-10250 G-H 3891 -8903 t Top chord 2x6 DF-L 2400f-2.OE D-E 5153-11084 H-I 2307 -5432 Bot chord 2x6 DF-L 2400f-2.0E Webs 2x4:DF-L Standard+DF-L Stud:W2,W4, W16 2x4 DF-L#2; Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Bracing S-R 17 -413 O-N 11094 -5403 (a)Continuous lateral restraint,equally spaced on R-Q 4984 -2766 N-M 10610 -5006 member. Q-P 8308-4291 M-L 8761 -3960 Special Loads P-O 10333-5166 L-K 5191 -2293 (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Maximum Web Forces Per Ply From 121 plf at 0.00 to 121 plf at 30.83 (Ibs ) BC:From 16 plf at 0.00 to 16 plf at 30.83 Webs Tens.Comp. Webs Tens. Comp. TC: 200 lb Conc.Load at 22.67,26.67 A-S 1031 -2118 D-O 744 223 Plating Notes A-R 4802-2261 F-N 391 -687 R-B 972 -1897 G-M 1021 -1982 All plates are 3X10 except as noted. tp PROFS B-Q 3235-1476 M-H 897 392 Purlins F S Q-C 661 -1305 H-L 1627 -3458 In lieu of structural panels use puffins to brace TC @ �4, �G 1 N F /O C-P 1970 -842 L-I 1521 640 24"oc. (� P-D 404 -790 I-K 2342 -5306 (1/ 83294PE To Wind -.,.r,. -r Wind loads based on MWFRS with additional C&C "i N member design. End verticals not exposed to wind pressure. OREGON Wind loading based on both gable and hip roof types. 04 C 4 `vCt"14,20 Q/ Ssell Tan Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)f safety practices pnor to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, /4111 as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AH„�,e�,,,,,, truss in conformance with ANSI/TPI 1, or for handling, shipping,.installation and bracing of trusses. A seal on this drawing or cover page 514 Earth CityExpressway listing this drawing indicates acceptance of professional engjneering responsibility solely-for the design shown.The suitability and use of this p y drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2 Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Earth City,Missouri 63045 SEQN:224665/ MONO Ply: 1 Job Number: 0721001 Oust R7175 JRef:1Xaf71750005 T58 / FROM:MG Qty: 7 Art Rutkin DrwNo: 315.21.1038.43005 Truss Label: D3 / RTT 11/11/2021 15'7 10I 2'6"2 4'3" 8'1" 11'9"9 13'1I"8 19'5"10 23'5"2 _ 27'3"3 30'10" 4'3" -I 3'10" I 3'8"9 I 1'3"14 3'10" I 311"8 I 3'10" I 3'6"13 III 3X51 1.69 12 I T .3X5 H • I' .3X5 G 0 lV =3X5=5X5 F i -�� � 'n AX8 B i! 82 _ �! =-3X6 s, rA� =_SS1012 a p -3X5 r Q 1.69 12 S-" =_4X12 1 30'10" A I 3'2"1 I 3'11" 3'10" + 3'11"8 3'9"11 3'10"6 I 3'8"9 I 4'1"4 3'T'9 T6"10 11'4"10 15'4"2 19'1"13 23'0"3 26'8"12 30'10" "8 H5B --- -------.._-__.----._--- --- Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in roc L/defl U# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pt:27.0(specified) Ce:1.0 VERT(LL): 0.623 F 593 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 1.229 F 301 240 S 2189 /- /- /1096 /729 /327 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.131 D - - K 2189 /- /- /1105 /806 /- EXP:C Kzt:NA 9 HORZ(TL): 0.259 D - - Wind reactions based on MWFRS Des Ld: 51.00 Mean Height:32.63 ft ( ) NCBCLL: 0.00 Building Code: Creep Factor:2.0 S Brg Wid=5.5 Min Req= 2.1 TCDL:6.0 psf IBC 2018 Max TC CSI: 0.965 K Brg Wid=- Soffit: 2.00 BCDL:3.6 psf Bearing S is a rigid surface_ LoadDuration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.987 RepFac:No Max Web CSI 0.976 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.08 ft Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,18SS VIEW Ver:20.02.00A.1020.21 A-B 2248-4727 E-F 5159 -10689 B-C 3873 -8068 F-G 4848 -10070 Lumber C-D 4834-10045 G-H 3894 -8104 Top chord 2x6 DF-L SS D-E 5154-10713 H-I 2296 -4815 Bot chord 2x6 DF-L 2400f-2.0E B2 2x6 DF-L SS; Webs 2x4:DF-L Standard+DF-L Stud:W2, W4 2x4 DF-L#2; Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Bracing S-R 17 -413 O-N 10712 -5404 (a)Continuous lateral restraint,equally spaced on R-Q 4967-2766 N-M 9991 -5005 member. Q-P 8216-4291 M-L 7950 -3963 Plating Notes P-O 10120 -5167 L-K 4589 -2282 All plates are 3X10 except as noted. Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels use purlins to brace TC @ A-S 1031 -2117 D-O 580 -223 24"oc. A-R 4784 -2262 F-N 393 -691 R-B 972 -1891 G-M 1016 -1973 Wind B-Q 3163 -1475 M-H 901 -395 Wind loads based on MWFRS with additional C&C cke0 PROFF Q-C 661 -1274 H-L 1641 -3257 member design ,S`i 3(S C-P 1852 -842 L-I 1430 -641 End verticals not exposed to wind pressure. �P �vtG I N E 94 P-D 404 -740 I-K 2330 -4688 Wind loading based on both gable and hip roof types ,[(/ 83294PE 7 OREGON TA �'L5 14,20� C, 46Se11 Tang' Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating handling,shipping,instalen and bracing. Refer to and follow the latest edition of BCSI(BuildingCornelius OR 97113 Component Safety Information,by TPI and SBCA)f safety practices orrior to perforing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63,B7 or B10, All as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positi ons.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the *H mvcow*�r truss in conformance with ANSI/TPI 1, or for handling, shipping,.installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engeering responsibility solely"for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Buildi inng Designer per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Earth City,Missouri 63045 SEQN:224667/ MONO Ply: 1 Job Number: 0721001 Cust:R 7175 JRef_1Xa01750005 T95 / FROM:MG Qty: 9 Art Rutkin DrwNo: 315.21.1038.45391 Truss Label: D4 / RTT 11/11/2021 15799 2'2"6 5"5 4'2" 7'11'9 11'9'9 13'5' 19'5"10 23'5"2 _ 27'4'3 31'1"12 '5'I5 3'8"11 3'9"9 I 3'10' 1'7"1 3'10" I 3'11"8 I 3'11' I 3'9'9 T 54X12.I. 1.69 12 53X10 I n 54X5 H '16 G P 5 H0E 8 F r��.W17 c� D I .5X5 �__- Kt 54X8 C �1 ��_ai L 56X10 fO 5n5X10 6 .�. ®� SO _4 M =4X8 N ,i 0 aSS1012 I 6' ft -0 =5X5 0 1.69 1 R 53X10 12 S -' =4X12 III 3X10 r- 31'1"12 1 �_3'2"1 3'11' 3'11'8 3'10" 3'9'11 I_ 3'10"6 I 3'9"9 3'10"8 3'7'9 7'610 11'6'1 15'4"2 19'1'13 23'0'3 26'912 30'8'4 5S 88 55"8 31'1'12 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.626 F 596 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 1.465 F 255 240 S 2491 I- I- /1107 /737 /331 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.133 D - - K 2593 /- /- /1109 /819 /- EXP:C Kzt:NA HORZ TL: 0.310 D - - Wind reactions based on MWFRS Des Ld: 51 00 Mean Height:32.65 ft ( ) NCBCLL: 0.00 TCDL:6.0 sf Building Code: Creep Factor:2.0 S Brg Wid=5.5 Soffit: 2.00 BCDL:3.6 Psf IBC 2018 Max TC CSI: 0.973 K Brg Wid=3.8 P Bearings S&K are a rigid surface. Load Duration: 1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.908 RepFac:No Max Web CSI: 0.772 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.11 ft Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS,18SS VIEW Ver:20.02.00A.1020.21 A-B 2284-5511 E-F 5264-12979 Lumber B-C 3921 -9589 F-G 4982-12377 C-D 4918-12082 G-H 4051 -10050 Top chord 2x6 DF-L 2400f-2.0E D-E 5259-13007 H-I 2477 -6180 Bot chord 2x6 DF-L 2400f-2.0E Webs 2x4:DF-L Standard+DF-L Stud: W2 2x4 DF-L#1&Bet.;W4,W6,W16 2x4 DF-L#2; Maximum Bot Chord Forces Per Ply(Ibs) W17 2x6 DF-L#2; Chords Tens.Comp. Chords Tens. Comp. Bracing S-R 17 -417 O-N 13020 -5515 R-Q 5794 -2807 N-M 12287 -5144 (a)Continuous lateral restraint,equally spaced on Q-P 9782-4344 M-L 9869 -4124 member. P-O 12181 -5256 L-K 5921 -2471 Special Loads (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Maximum Web Forces Per Ply(Ibs) TC:From 121 plf at 0.00 to 121 plf at 31.15 Webs Tens.Comp. Webs Tens. Comp. BC:From 16 plf at 0.00 to 16 plf at 30.69 A-S 1044-2420 D-O 818 243 TC: 125 lb Conc.Load at 7.25,10.75 ' TC: 60 lb Conc.Load at 14.00 A-R 5588-2299 F-N 365 -703 TC: 225 lb Conc.Load at 17.83 R-B 981 -2198 G-M 994 -2337 TC: 100 lb Conc.Load at 22.25,25.75 B-Q 3874-1485 M-H 1060 -387 TC: 50 lb Conc.Load at 26.50,29.50 ��aep PROFFsct' Q C-p 2671335-1596 -879 L-IL 1617 1651 -621 . Plating Notes . �G 1 N E i0 P-D 416 -936 I-K 2474 -5932 All plates are 3X5 except as noted. (V� 83294PE y Le ,,;.:'" Purlins In lieu of structural panels use purlins to brace TC @ ',- "`,ate 24"oc. Wind OREGON Wind loads based on MWFRS with additional C&C �(� `Zcy 1a,20� �� member design. s`s@II Tar End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Renewal 8/30/2022 11/11/2021 *WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating handlin ,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and'SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face oT truss and position as shown above and on the Joint-Details., unless noted otherwise Refer to ALPINE drawings 160A-Z for standard plate positions Refer to jobs General Notes page for additional information. Alpine,a division of 1TW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the e« iwr.Nr truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracin of trusses. A seal on this drawi m«mng or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibility solelylor the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw-com;TPI:tpinst-org;SPCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Earth City,Missouri 63045 SEQN:224669/ MONO I Ply: 1 Job Number: 0721001 I Cust:R 7175 JRef:1Xaf71750005 T97 / FROM:MG Oty: 4 Art Rutkin DrwNo: 315.21.1038.44456 Truss Label: D5 / RTT 11/11/2021 H 157"10 2'2"6 I5"5 4'3" I 8'1" I 11'9"9 13'5"4 II 19'5'10 23'5"2 I 27'4"3 I 31'1"12 5 5 3'9"11 3'10" 3'8"9 1'7"10 3'10" 3'11"8 3'11" 3'9"9 i/3X5 T- 12 =3�C12 T } 1.69 v =3X5 H 6 1 =3X5 C' t W17 N =3X5=H0508 F p t T - Iiiiiirjlii tD =-55X10 B M =_3X5 N M in a "v �i�,- 0 =SS1012 p =3X5 Q o 1.69 I 12 -- - S-- 4X12 �- r 31'1"12 -j 3'2"1 3'11" 3'10" 3'11"8 3'9"11 3'10"6 3'8"9 3'11"8 I I 3'7"9 7'6"10 11'4"10 15'4"2 19'193 23'0"3 26'8"12 30'8"4 5"8 �55"8 Sib 31"1"12 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce: 1.0 VERT(LL): 0.629 F 594 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 1.254 F 298 240 S 2211 /- /- /1107 /757 /331 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.133 D - - K 2371 /- /- /1109 /819 /- Des Ld: 51.00 EXP:C Kzt:NA HORZ(TL): 0.265 D - - Wind reactions based on MWFRS Mean Height:32.65 ft Building Code: Creep Factor:2.0 S Brg Wid=5.5 Min Req=2.2 NCBCLL: 0.00 TCDL:6.0 psf K BrgWid=3.8 Min Req= 1,5 Soffit: 2.00 IBC 2018 Max TC CSI: 0.730 BCDL:3.6 psf Bearings S&K are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.766 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.11 ft Rep Fac:No Max Web CSI: 0.929 0/4 0 Maximum Top Chord Forces Per Ply(Ibs) FT/RT:4 Loc.from endwall:Any ( ) ( ) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS,18SS VIEW Ver:20.02.00A.1020.21 A-B 2274-4780 E-F 5265 -10970 Lumber B-C 3926-8175 F-G 4981 -10553 C-D 4913-10205 G-H 4051 -8833 Top chord 2x6 DF-L 2400f-2.0E D-E 5260-10998 H-I 2477 -5589 Bot chord 2x6 DF-L 2400f-2.0E Webs 2x4:DF-L Standard+DF-L Stud:W2,W4, W16 2x4 DF-L#2;W17 2x6 DF-L#2; Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Bracing S-R 17 -417 O-N 11008 -5516 (a)Continuous lateral restraint,equally spaced on R-Q 5022-2798 N-M 10486 -5144 member. Q-P 8326-4350 M-L 8694 -4124 Special Loads P-O 10283-5251 L-K 5354 -2471 -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 121 plf at 0.00 to 121 plf at 31.15 Maximum Web Forces Per Ply(Ibs) BC:From 16 plf at 0.00 to 16 plf at 30.69 Webs Tens.Comp. Webs Tens. Comp. TC: 150 lb Conc.Load at 24.00,28.00 A-S 1042-2139 D-O 726 249 Plating Notes A-R 4838 -2288 F-N 366 -637 R-B 983 -1913 G-M 993 -1925 All plates are 3X10 except as noted. B-Q 3216 -1502 M-H 883 -387 Purlins ED PRO/Cir Q-C 672 -1297 H-L 1617 -3243 n �� C-P 1948 -867 L-I 1401 -621 F 24"oucof structural panels use purlins to brace TC @ `pj� G(N F s/0 P-D 415 -780 I-K 2474 -5361 Wind 1Q 83294PE � 7 Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types OREGON Ss. -en Tan Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,lnc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P 0 aax468 CorneliuTrusses require extreme care in fabricating,handling,shipping,installin and bracing. Refer to and follow the latest edition of BCSI(Building (503)35 OR 97113 Component Safety Information,by TPI and SBCA)fr safety actices priorp to perforing these functions. Installers shall provide teporary 503)3s7-2116 bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63,87 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the *H , truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional en meering responsibility solely Tor the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-DDesigner per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Earth City,Missouri 63045 SEQN:224671/ MONO Ply: 1 Job Number: 0721001 Gust:R 7175 JRef:1Xaf71750005 T96 / FROM:MG Qty: 3 Art Rutkin DrwNo: 315.21.1038.42989 Truss Label: D6 / RTT 11/11/2021 I 157101 2'6"2 4'3" 8'1" 11'9"9 13'1I"8 19'5"10 23'5"2 27'4"3 30'10" �- 4'3" I 3'10" _- - 3'8"9 I 1'3"14 3'10" 3'11"8 I 3'11" I 3'5"13 III3X5 3?C12 _ T T 1.69 o = M3X5 R " 6- o =3X5 C' _,,,.� -� iv 3X5=5E7 F _ 1- cp K I� i�'� L =-t0X12 =6X8 B �: M A '�!- N =3X5 s, �� i� D =_SS1012 6 p 3X5 Q o 1.69 1 - - R 12 '' S =4X12 r 30'10" i 3'2"1 _ 3'11" 3'10" 3'11"8 3'9"11 3'10"6 3'8"9 3'6"10 3'7"9 I 7'6"10 11'4"10 I 15'4"2 19'1"13 I 23'0"3 26'8"12 I 30'3"6 55"8 ,_,6"JJ10 8 '3010" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.616 F 600 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 1.247 F 296 240 S 2189 /- /- /1096 /744 /327 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.130 D - - K 2444 /- /- /1105 /806 /- Des Ld: 51.00 EXP:C Kzt:NA HORZ(TL): 0.262 D - - Wind reactions based on MWFRS Mean Height:32.63 ft S Br Wid=5.5 Min 2.1 NCBCLL: 0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 K Brg Wid=- Req Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.998 g P Bearing S is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.764 RepFac:No Max Web CSI: 0.919 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.08 ft Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,18SS VIEW Ver:20.02.00A.1020.21 A-B 2248 -4727 E-F 5159 -10896 Lumber B-C 3873 -8070 F-G 4850 -10455 C-D 4834-10125 G-H 3892 -8713 Top chord 2x6 DF-L SS D-E 5153-10919 H-I 2307 -5400 Bot chord 2x6 DF-L 2400f-2.0E Webs 2x4:DF-L Standard+DF-L Stud:W2,W4, W16 2x4 DF-L#2; Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Bracing S-R 17 -413 O-N 10927 -5404 (a)Continuous lateral restraint,equally spaced on R-0 4967-2766 N-M 10387 -5007 member Q-P 8227-4291 M-L 8576 -3961 Special Loads P-O 10205-5167 L-K 5151 -2293 (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 121 plf at 0.00 to 121 plf at 30.83 Maximum Web Forces Per Ply(Ibs) BC:From 16 plf at 0.00 to 16 plf at 30.83 Webs Tens.Comp. Webs Tens. Comp. TC: 200 lb Conc.Load at 24.00,28.00 A-S 1031 -2117 D-O 705 223 Plating Notes A-R 4784-2262 F-N 390 -686 All plates are 3X10 except as noted. R-B 972-1891 G-M 1021 -1982 B-Q 3193 -1475 M-H 896 -392 Purlins �EDPROFF Q-C 661 -1287 H-L 1627 -3319 In lieu of structuralpanels use udins to brace TC �_. N Sv./ C-P 1929 -842 L-1 1458 -640 24"oc. p @ 0. , o F� o P-D 404 -772 I-K 2343 -5264 4 83294PE 7 Wind " Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure OREGON Wind loading based on both gable and hip roof types. 4 `ZLY i4,2a04 iQ► 'Twit Tar Renewal 6l3012022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING' Truss Components of Oregon,Inc **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling!,shipping,installing,and bracing.. Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)f safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83,87 or 810, 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 1GOA-7 for standard plate positions-Refer to jobs General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc shall not.be responsible Tor any deviation from this drawing,any failure to build the AN,,,,,co„OAM, truss in conformance with ANSIITPI 1, or for handling, shipping, installation and bracingof trusses A seal on this drawin or cover page i 514 Earth City Expressway listing this drawintq indicates acceptance of professional engineering responsibility solely or the design shown The suitablll and use of this I drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 242 Earth City.Missouri 63045 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents,com;ICC:ioosafe.orq;AWC:awc.org SEON:224706/ GABL 1 Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1Xaf71750005 T102 ' FROM:MG Qty: 1 Art Rutkin DrwNo: 315.21.1038.44533 Truss Label: DBP / RTT 11/11/2021 I' 119 1'11"2 I 11"9 11"9 I - I A 1113X5 C Lii iui- - FVD Ill3X5 F-- 1'11"2---I 11"9 11"9 11"9 1'11"2 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.001 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.001 C 999 240 D* 106 /- /- /53 /37 /- BCDL: 6.00 Risk Category:ill Snow Duration:1.15 HORZ(LL): 0.007 A - - F /-141 EXP:C Kzt:NA 9 HORZ TL: 0.007 A - - Wind reactions based on MWFRS Des Ld: 51.00 Mean Height:30.53 ft ( ) NCBCLL: 0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 D Brg Wid=23.1 Min Req= -Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.075 Bearing F is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.103 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: 0.310 Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): A-C 729 -729 Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 Lumber Additional Notes Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x6 DF-L#2 Blocking panels shall be attached to the shear wall Chords Tens.Comp. Bot chord 2x4 DF-L#2 and roof diaphragm for the drag load stated. Provide F-D 729 -729 Webs 2x4:DF-L Standard+DF-L Stud: lateral restraint for end webs against buckling. The overturning force at each end must be transferred Plating Notes between successive panels. The vertical connection Maximum Web Forces Per Ply(Ibs) All plates are 1.5X4 except as noted. required at each end is equal to the drag load in PLF Webs Tens.Comp. Webs Tens. Comp. times the truss height in feet. A-F 417 -454 C-D 556 -593 Loading See DWGS A16030ENC16011 S&GBLLETIN0118 for F-C 942 -942 Truss transfers a maximum horizontal load of gable wind bracing and other requirements. 732#( 380.00 plf)along top chord,from either Truss must be installed as shown with top chord up. direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 732 380.00 TC 0.00 1.93 732 380.00 BC 0.00 1.93 Truss designed to support 0-0-0 top chord outlookers and cladding load not to exceed 2.00 PSF one face and 24.0"span opposite face.Top chord must not be eis0 PRO cut or notched,unless specified otherwise. . '1- FS`SS Wind ,,& 0GiNc- �O Wind loads based on MWFRS with additional C&C k/ 83294PE 41 V member design >x /� End verticals not exposed to wind pressure. OREGON 13 `2cr 1a,20� ?C 4sSell Ta ' Renewal6/30/2022 l 1/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices pnor to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63,B7 or B10, .04111111 as applicable. Apply plates to each face ot truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE. drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not_be responsible for any deviation from this drawing,any failure to build the m , truss in conformance with ANSI/TPI 1, or for handling, shipping, m installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway Fisting this drawing indicates acceptance of professional en eering responsibility solely/or the design shown.The suitability and use of this drawing for any sfructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Earth City,Missouri 63045 SEON:238285/ GABL I Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1Xaf71750005 T101 FROM:MG Qty: 30 Art Rutkin DrwNo: 315.21.1038.45579 Truss Label: DBP1 / RTT 11/11/2021 1'3"3 + 2 6"6 '1 1'3"3 1'3"3 A w3X5C T 1 F D III3X5 f- 2'6"6 -{ 1'3"3 1'3"3 1'3"3 2'6"6 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct: - CAT: - PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27,0(specified) Ce: - VERT(LL): 0.001 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL): 0.001 C 999 240 D* - I- /- /52 /- /- BCDL: 6.00 Risk Category;III Snow Duration: - HORZ(LL): 0.009 A - - F /-126 Des Ld: 51.00 EXP:C Kzt:NA HORZ(TL): 0.010 A - - Wind reactions based on MWFRS Mean Height:30.53 ft NCBCLL: 0.00 Building Code: Creep Factor:2.0 D Brg Wid=30.4 Min Req= - TCDL:6.0 psf Bearing F is a rigid surface. Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.099 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.136 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.366 Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Loc.from endwall:NA FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): A-C 959 -959 Wind Duration:0.00 WAVE VIEW Ver:21.02.00.1005.17 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x6 DF-L#2 Chords Tens.Comp. Bot chord 2x4 DF-L#2 F-D 959 -958 Webs 2x4:DF-L Standard+DF-L Stud: Plating Notes Maximum Web Forces Per Ply(Ibs) All plates are 1.5X4 except as noted. Webs Tens.Comp. Webs Tens. Comp. A-F 420 -466 C-D 560 -607 Loading F-C 1127-1127 Truss transfers a maximum horizontal load of 962#( 380.00 plf)along top chord,from either direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 962 380.00 TC 0.00 2.53 962 380.00 BC 0.00 2.53 Additional Notes Truss must be installed as shown with top chord up. �� 0 PROp,. Blocking panels shall be attached to the shear wall .'( s> and roof diaphragm for the drag load stated. Provide NC:, .AG i N Etc O lateral restraint for end webs against buckling. The �0 83294PE 9 overturning force at each end must be transferred -:',w between successive panels. The vertical connection required at each end is equal to the drag load in PLF a,-.r':,..,,- times the truss height in feet. OREGON �(e SLY 14,20� e, °Sell Tan Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P 0-Box 468 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 r safety practices prior to performing these functions. Installers shall provide temporary (5531357-st,a Component Safety Information,by TPI and SBCA)fo bracing per SCSI.Unless noted Otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceding.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 Joinf Details, unless noted otherwise. Refer to A LPI N E drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the WWI COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping,.installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown.The suitability and use of this drawing for any structure cture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2, Suite 242 For more information see these web sites:Alpine:alpineitw.com•TPI:tpinst.ora;SBCA:sbcacomponents.com•ICC:iccsafe.oro;AWC:awc.oro Earth City,Missouri 63045 i -•` WikftfMbN�JavYPlkff! SEQN:238227/ FLAT Ply: 1 Job Number: 0721001 Cust:R7175 JRef:1Xaf71750005 T119 FROM:MG Qty: 1 I Art Rutkin DrwNo: 315.21.1038.44580 j Truss Label: DBP2 / RTT 11/11/2021 III 5X4 A =3X5 g A 0 III3X5 III1.5X4 1'11"6 1'11"6 1'11"6 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeN/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct: - CAT: - PP Deflection in loc L/defi U# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce: - VERT(LL): 0.001 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL): 0.001 B 999 240 C* - /- /- /52 /- /- BCDL: 6.00 Risk Category:III Snow Duration: - HORZ(LL): 0.007 A - - Wind reactions based on MWFRS EXP:C Kzt NA HORZ(TL): 0.007 A - - C Br Wid=23.4 Min Des Ld: 51.00 ( ) 9 Req= Mean Height:30.46 ft BearingD is rigid surface. NCBCLL: 0.00 TCDL:6.0 sf Building Code: Creep Factor:2.0 a 9 Soffit: 2.00 p IBC 2018 Max TC CSI: 0.013 Members not listed have forces less than 375# BCDL:3.6 psf Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.009 Maximum Top Chord Forces Per Ply(Ibs)Chords Tens.Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.280 Loc.from endwall:NA FT/RT:4(0)l4(0) A-B 698 -699 GCpi:0.18 Plate Type(s): Wind Duration:0.00 WAVE VIEW Ver:21.02.00.1005.17 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Top chord 2x6 DF-L#2 D-C 699 -698 Bot chord 2x4 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud: Maximum Web Forces Per Ply(Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. Truss transfers a maximum horizontal load of A-D 368 -446 B-C 503 -581 701#( 360.00 plf)along top chord,from either D-B 881 -881 direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 701 360.00 TC 0.00 1.95 701 360.00 BC 0.00 1.95 Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection DELI PROP . required at each end is equal to the drag load in PLF •(�' / times the truss height in feet. O„ Truss must be installed as shown with top chord up. 83294PE tC" OREGON 15 f4.20 e L5 0 Sell Tangs Renewal 6/30/2022 11/1l/202t **WARNING** READ AND 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 ComeliusTrusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of SCSI(Building (503)357 11O 97tt3 Component Safety Information,by TPI and SBCA)few safety practices prior to performing these functions. Installers shall provide temporary (503)ss7-2t 1a 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 B.3,B7 or B10, as applicable. Appl plates to each face.of truss and position as shown above and on the JoinDetails, unless noted otherwise. Refer to ALPINE. drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW BuildinaqComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the *"nwcorxwkv truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracingof trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibility solelyor the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Earth City,Missouri 63045 SEQN:238229/ FLAT Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1Xaf71750005 T120 FROM:MG Qty: 1 Art Rutkin DrwNo: 315.21.1038.44658 Truss Label: DBP3 / RTT 11/11/2021 i_ 16"11 , 3'1"6 1'6"11 1'6"11 1111.5X4 III A X4 III I.SBX4 w 3X5 C T 0 0 1 F D II13X5 E 1111.5X4 1111.5X4 III1.5X4 7 3'1"6 H 1'6"11 1 1'6"11 7 1-1'6"11 3'1"6 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct: - CAT: - PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27,0(specified) Ce: - VERT(LL): 0.001 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL): 0.001 C 999 240 D* - /- /- /52 /- /- BCDL: 6.00 Risk Category:III Snow Duration: - HORZ(LL): 0.012 A - - F /-107 EXP:C Kzt:NA HORZ TL: 0.012 A - - Wind reactions based on MWFRS Des Ld: 51.00 Mean Height:30.46 ft ( ) NCBCLL: 0.00 Building Code: Creep Factor:2.0 D Brg Wid=37.4 Min Req= - TCDL:6.0 psf BearingF is rigid surface. Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.115 a g Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.159 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.399 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 556 -557 B-C 1117 -1117 Wind Duration:0.00 WAVE VIEW Ver:21.02.00.1005.17 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x6 DF-L#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 DF-L#2 F-E 1117-1117 E-D 557 -556 Webs 2x4:DF-L Standard+DF-L Stud: Loading Maximum Web Forces Per Ply(Ibs) Truss transfers a maximum horizontal load of Webs Tens.Comp. Webs Tens. Comp. Webs --- 1121#( 360.00 plf)along top chord,from either A-F 373 -427 G-C 1236 -1236 direction,to supports where indicated.Diaphragm and F-G 1237-1237 C-D 506 -561 connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 1121 360.00 TC 0.00 3.11 1121 360.00 BC 0.00 3.11 Additional Notes Truss must be installed as shown with top chord up. Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The seQ PROF. overturning force at each end must be transferred s between successive panels. The vertical connection G). G%N S/O required at each end is equal to the drag load in PLFUi� �� FR 2 times the truss height in feet. ((/ 83294PE 9 OREGON 7) C S �Ly 14,24 4 tL Self Taro Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P 0.Rox468 Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling-Locations shown for permanent lateral restraint of webs shall have bracing installed per RCS!sections 133,B7 or B10 as applicable. Apply Plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracingof trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibility solelyor the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. For more information see these web sites:Al.ine:alpineitw.com;TPI:tpinst org;SBCA'sbcacomponents-com;ICC'iccsafe.orq;AWC:awc.orq Earth City,Missouri 63045 SEQN:224690/ GABL Ply: 1 Job Number: 0721001 I Cust:R 7175 JRef:1Xaf71750005 T94 / FROM:MG Qty: 1 Art Rutkin DrwNo: 315.21.1038.44097 Truss Label: DGE l- / RTT 11/11/2021 10"11 H w 4X5 H-1'4"-H A (TYP) B D I to fV I E 1II3X7 F III4X8 III2X4 I"' 4'5"6 1 4'5"6 4'5"6 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or'=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:1D.0 Ct:1.1 CAT:III PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pt:27.0(specified) Ce:1.0 VERT(LL): 0.002 A 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.003 C 999 240 H* 170 /- /- /83 /72 /42 BCDL: 6.00 Risk Category:Ill Snow Duration:1.15 HORZ(LL): -0.017 D - - H /-560 EXP:C Kzt:NA HORZ(TL): 0.019 D L /-567 Des Ld: 51.00 Mean Height:35.03 ft ( ) Wind reactions based on MWFRS NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 IBC 2018 Max TC CSI: 0.174 H Brg Wid=53.4 Min Req= - Soffit: 2.00 BCDL:3.6 psf Bearing H is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.215 RepFac:No Max Web CSI: 0.628 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 A-B 1684-1683 B-D 838 -838 Lumber Additional Notes Top chord 2x6 DF-L#2 See DWGS A16030ENC160118&GBLLETIN0118 for Max r Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 DF-L#2 gable wind bracing and other requirements. Choordss Tens.Comp Comp Chords Tens. Comp. Webs 2x4;DF-L Standard+DF-L Stud: Truss must be installed as shown with top chord up. H-F 744 -743 F-E 1496 -1495 Plating Notes Maximum Web Forces Per Ply(Ibs) All plates are 1.5X4 except as noted. Webs Tens.Comp. Webs Tens. Comp. Loading A-H 560 -657 A-E 1791 -1793 Truss transfers a maximum horizontal load of 1690#( 380.00 plf)along top chord,from either Maximum Gable Forces Per Ply(Ibs) direction,to supports where indicated-Diaphragm and Gables Tens.Comp. Gables Tens. Comp. connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End J-B 550 -404 F-J 585 -430 Case 1: 1690 380.00 TC 0.00 4.45 1504 338.01 BC 0.00 4.45 Truss designed to support 1-6-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 32.0"span opposite face.Top chord may be Rip PROFS notched 1.5"deep X 3.5" at 48"o/c along top edge S DO NOT OVERCUT.No knots or other lumber �� G I N F *AN defects allowed within 12"of notches.Do not notch C` Ewa tC,Q 2 in overhang or heel panel,unless specified otherwise. ((/ 83294PE y w Purlins .. In lieu of structural panels use purlins to brace all sloping TC @ 24"oc;all flat TC @ 24"oc. OREGON Wind cfb e Wind loads based on MWFRS with additional C&C co `OcY 14,20- tel member design. serif Tarp End verticals not exposed to wind pressure. Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,snc. **IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS A.O.80x468 Trusses require extreme care in fabricating,handlin shipping,installin and bracing. Refer to and follow the latest edition of BCSI(BuildingCornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety ractices orrior to performing these functions. Installers shall provide tepora f�3)357-21 to bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83,67 or B10, as applicable. Apply plates to each face.of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to A LPi N E drawings 160A-Z for standard plate positions Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown.The suitability and use of this drawing for any stru cture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc-org Earth City,Missouri 63045 SEQN:224688/ GABL I Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1Xaf71750005 T98 / FROM:MG Qty: 1 Art Rutkin DrwNo: 315.21.1038.43911 Truss Label: DGE1 / RTT 11/11/2021 8"1 5'11"11 11'2"10 11'1�"6 8"1 5'2"15 I 5'2"15 18"1 F11--14"H '1 (TYP) Al 5X4(••) B D F III 1.5X4(*)G T m _ S 0 fV 1 0 0(a) 0 0 P H III3X7 M L K III2X4 =4X12 III2X4 III 3X7 f- 11'11"6 - -) 5'11"11 5'11"11 H H 5'11"11 I 11'11"6 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or'=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.002 A 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.003 C 999 240 P• 170 /- I- /83 /65 /2 BCDL: 6.00 Risk Category:Ill Snow Duration:1.15 HORZ(LL): -0.037 D - - P /-541 EXP:C Kzt:NA Des Ld: 51.00 HORZ(TL): 0.041 D - - H /-541 Mean Height:35.03 ft Wind reactions based on MWFRS NCBCLL: 0.00 TCDL:6.0 psf Building Code: Creep Factor 2.0 Soffit: 2.00 IBC 2018 Max TC CSI: 0.236 P Brg Wid=143 Min Req= - BCDL:3.6 psf Bearing P is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.328 Spacing:32.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0 824 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 A-B 2272-2266 D-F 1016 -1011 B-D 1016 -1010 F-G 2272 -2266 Lumber Wind Top chord 2x6 DF-L#2 Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 DF-L#2 member design. Webs 2x4 DF-L Standard+DF-L Stud: Chords Tens.Comp. Chords Tens. Comp. End verticals not exposed to wind pressure Bracing P-M 1238-1237 L-K 2268 -2265 Additional Notes M-L 2247 -2245 K-H 1259 -1257 (a)Continuous lateral restraint,equally spaced on See DWGS A16030ENC160118&GBLLETIN0118 for member. gable wind bracing and other requirements. Maximum Web Forces Per Ply(Ibs) Plating Notes Truss must be installed as shown with top chord up. Webs Tens.Comp. Webs Tens. Comp. All plates are 1.5X4 except as noted. A-P 531 -674 L-G 2340 -2348 (**)2 plate(s)require special positioning.Refer to A-L 2340-2348 G-H 531 -674 scaled plate plot details for special positioning requirements. Maximum Gable Forces Per Ply(Ibs) Loading Gables Tens.Comp. Gables Tens. Comp. Truss transfers a maximum horizontal load of S-B 581 -540 W-K 606 -564 4539#( 380.00 plf)along top chord,from either M-S 606 -564 F-W 581 -540 direction,to supports where indicated.Diaphragm and �tp PROP.. RO F"�s connections are to be designed by Engineer of Record. '(� S, Drag Loads:Force(#) (PLF) Mbr Start End �y OINF Q Case 1: 4539 380.00 TC 0.00 11.94 a F 4518 378.22 BC 0.00 11.95 [/ �� 83294PE 9 Truss designed to support 1-6-0 top chord outlookers r " and cladding load not to exceed 5.00 PSF one face and 32.0"span opposite face.Top chord may be notched 1.5"deep X 3.5" at 48"o/c along top edge. OREGON DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch 13 `e/LY 2e� t: Qc in overhang or heel panel,unless specified otherwise 4, 14 Purlins `5 ell Tao In lieu of structural panels use purlins to brace all Renewal 6/30/2022 sloping TC @ 24"oc;all flat TC @ 24"oc. 11/11/2021 ' **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon.Inc. 'IMPORTANT*. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P 0 Eos 468 Trusses require extreme care in fabricating,handling shipping,instalen and gracing.. Refer to and follow the latest edition of BCSI(BuildingCornelius OR 97113 I Component Safety Information,by WI and SBCA)fOr safety practices priorp to perforng these functions. Installers shall provide teporary (503)357-2118 bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,Ni or B10, as applicable. Apply plates to each face o truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE* drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of 11W Building Components Group Inc.shall not.be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping,.installation and bracing of trusses. A seal on this drawing or cover page 514 Earth CityEx listing this drawing,indicates acceptance of professional en giineering responsibility solely for the design shown-The suitability and use of this Expressway y drawing for any structure is the responsibility of the Building-[designer per ANSI/TPI 1 Sec.2. Suite 242 Earth City,Missouri For more information see these web sites:Alpine:alpineltw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org 63045 SEQN:224686/ GABL Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1Xaf71750005 T99 / FROM:MG Qty: 1 Art Rutkin DrwNo: 315.21.1038.44971 Truss Label: DGE2 / RTT 11/11/2021 5'2"10 10' _ 14'9"6 20' H 5'2"10 I 4'9"6 I 4'9"6 I 5'2"10 F8'1 1114X5 F 14"-{ -3X5 =3X5 1114X5 A (TYP) (a) D G J M T - (a' Pi <V 1 Z---------- //,-----//,--- /,-----////////�------.N 1113X7 W- X4 3X10= 1118XX8("") 1113X7 -4X5 F 20' 1 4'11"2 5'0"14 5'0"14 4'11"2 F 4'11"2 I 10' 15'0"14 I 20' Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.012 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.026 B 999 240 N* 170 /- /- /83 /64 /- BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): -0.030 G - - Z /-514 EXP:C Kzt:NA g HORZ TL: 0.033 G N /-514 Des Ld: 51.00 Mean Height:34.90 ft ( ) NCBCLL: 0.00 Building Code: Creep Factor:2.0 Wind reactions based on MWFRS TCDL 6.0 psf N Brg Wid=240 Min Req=- Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.256 Bearing Z is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.270 Spacing:32.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.987 Members not listed have forces less than 375# FT/RT:4(0)l4(0) Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 A-D 1882 -1853 G-J 1817 -1817 D-G 1817 -1817 J-M 1882 -1853 Lumber Wind Top chord 2x6 DF-L#2 Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 DF-L#2 member design. Chords Tens.Comp. Chords Tens. Comp. Webs 2x4:DF-L Standard+DF-L Stud: End verticals not exposed to wind pressure. Z-W 1868 -1858 T-Q 1833 -1797 Bracing Additional Notes W-T 1833 -1797 Q-N 1868 -1858 (a)Continuous lateral restraint,equally spaced on See DWGS A16030ENC160118&GBLLETIN0118 for member. gable wind bracing and other requirements. Maximum Web Forces Per Ply(Ibs) Plating Notes Truss must be installed as shown with top chord up. Webs Tens.Comp. Webs Tens. Comp. All plates are 1.5X4 except as noted. A-Z 510 -695 T-J 1906 -1941 ("")1 plate(s)require special positioning.Refer to A-W 1958-1994 J-Q 519 -843 scaled plate plot details for special positioning W-D 519 -843 Q-M 1958 -1994 requirements. D-T 1906 -1941 M-N 510 -695 G-T 352 -409 Loading Truss transfers a maximum horizontal load of 7599#( 380.00 plf)along top chord,from either PRO direction,to supports where indicated.Diaphragm and �Cs Flcs connections are to be designed by Engineer of Record. �'� �) 6>O Drag Loads:Force(#) (PLF) Mbr Start End r1 F Case 1: 7599 380.00 TC 0.00 20.00 AIL 83294PE il V 7599 379.96 BC 0.00 20.00 Truss designed to support 1-6-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 32.0"span opposite face.Top chord may be notched 1.5"deep X 3.5" at 48"o/c along top edge- OREGON DO NOT OVERCUT.No knots or other lumber 1 defects allowed within 12"of notches.Do not notch .` uf-y fa zoo' Qj in overhang or heel panel,unless specified otherwise. Sae" Tao Purlins Renewal 6/30/2022 In lieu of structural panels use purlins to brace all 11/11J2021 sloping TC @ 24"oc;all flat IC 24"oc. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components or Oregon,Inc. *"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE. drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANnWCOAYMNY bracing in conformance with ANSIlTPI 1, or for handling, shipping,.installation and bracin of trusses. A seal on this drawingor cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibility solelylor the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2 Suite 242 For more information see these web sites:Alpine:alpineitw-com;TPI:tpinstorq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc-org Earth City,Missouri 63045 SEQN:224684/ GABL Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1Xat71750005 T100 FROM:MG Qty: 1 Art Rutkin DrwNo: 315.21.1038.42447 Truss Label: DGE3 / RTT 11/11/2021 4'10"9 9'5"10 14'0"10 3"14 18'7"11 23'2"12 H`- - a'1o"s + a'7"1 -I a'7«1 3 a a'3°13 + a'7.1 H 11 9H H1'4"-{ IIIA4X5 (TYP) 3X5= =3X5 4X5= 1111.5X4(**) =3X5 1113X55 T 04. 0 0 -m o 0 Hi 0 iV AD� / / ��/ P III3X7 AA Y V S R III4X8 =3X5 II11.5X4X5) =3X5 =3X5 3X5= 23'2"12 4'7"1 4'3"13 3I"I4 4'7"1 4'7'1 4'10"9 4'7"1 + 8'10"14 �'2"2 13'9"2 + 18'4"3 23'2"12 H Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.008 M 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.015 M 999 240 p* 141 I- I- /71 /51 /- BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.023 0 - - AD /-523 Des Ld: 51.00 EXP:C Kzt:NA HORZ(TL): 0.025 0 - - AT /-442 Mean Height:34 90 ft Wind reactions based on MWFRS NCBCLL: 0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 IBC 2018 Max TC CSI: 0.242 P Brg Wid=278 Min Req=- Soffit: 2.00 BCDL:3.6 psf Bearing AD is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.247 RepFac:No Max Web CSI: 0.723 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 A-C 1744-1704 H-J 845 -812 Lumber Additional Notes C-F 1758 -1726 J-L 1843 -1810 F-H 1807-1774 L-O 1736 -1738 Top chord 2x6 DF-L#2 See DWGS A16030ENC160118&GBLLETIN0118 for Bot chord 2x4 DF-L#2 gable wind bracing and other requirements. Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4:DF-L Standard+DF-L Stud: Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp. Plating Notes AD-AA 1739-1731 V-S 589 -563 All plates are 1.5X4 except as noted. AA-Y 1661 -1624 S-R 1482 -1456 (**)2 plate(s)require special positioning.Refer to Y-V 1525 -1506 R-P 1583 -1538 scaled plate plot details for special positioning requirements. Maximum Web Forces Per Ply(Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. Truss transfers a maximum horizontal load of A-AD 523 -696 F-V 1768 -1824 8826#( 380.00 plf)along top chord,from either A-AA 1814 -1857 V-J 514 -819 direction,to supports where indicated.Diaphragm and AA-C 504 -874 J-R 1761 -1818 connections are to be designed by Engineer of Record. C-Y 1851 -1928 R-L 390 -763 Drag Loads:Force(#) (PLF) Mbr Start End Y-F 549 -807 L-P 1644 -1678 Case 1: 8826 380.00 TC 0.00 23.23 8826 379.93 BC 0.00 23.23 �Ep PROFF Truss designed to support 0-0-0 top chord outlookers .(� tS's and cladding load not to exceed 2.00 PSF one face NCO ��r,I►�E- �o and 32.0"span opposite face.Top chord must not be (N 1"cut or notched,unless specified otherwise �14/ 83294PE 7 Purlins In lieu of structural panels use purlins to brace all sloping TC @ 24"oc;all flat TC @ 24"oc. OREGON Wind 13 SLY 14.Zed 4 �0 Wind loads based on MWFRS with additional C&C S, member design. Sell Tao End verticals not exposed to wind pressure. Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,instalen and bracing. Refer to and follow the latest edition of BCSI(BuildingCornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices orrior to perforing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Buildin44Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIITPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 514 Earth CityExpressway listing this drawing indicates acceptance of professional engineering responsibility solelyTor the design shown.The suitability and use of thisp y drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Earth City,Missouri 63045 Aiiiiiiiiiiiiiiiiiiir W...,...,.. a£Fl]xYlNritte' 4,4%WitanS4 4M,AWIftYF.... ... 10.4.4% kntrr.rtr:#w5wa'd+WIMMiethaerV" "V"'Sb s: SEON:224676/ MONO Ply: 2 Job Number: 0721001 Cust:R7175 JRef:1Xaf71750005 T40 / FROM:MG Qty: 1 Art Rutkin DrwNo: 315.21.1038.43347 Truss Label: DGR / RTT 11/11/2021 -_- 5--5 2 Complete Trusses Required i 157"10 2'2'6 4'3" 8'1" 11'9"9 13'5'4 19'5'10 23'5'2 27'4'3 31'1'12 I ' I ' I ' b43 310 389 171 310 3118 311 399 It 1.54 1z =a�C1z J T 1.69 12 ; =3X5 Fi a � W17 0 =3X5 r.' -� � Ces- =-3X5 =5X5 F t 1 _ lj1 =_6X8 1p -4X8 B 82 =4X8 ��� 0 SS1012 a q _ p =3X5 Q 1.69 R 12 s ' r 31'1'12 i 3'3'1 3'10" I_ 3'10" 3'11"8 3'9'11 3'10'6 I 3'9'9 3'10'8 H3'8'9 7'6'10 11'4'10 15'4'2 19'1'13 23'0'3 26'9'12 30'8'4 55")8 II�5'8 8 3't'1'12 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.606 F 616 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 1.239 F 301 240 S 3502 /- /- /- /1269 /- BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.126 D - - K 4102 /- /- /- /1483 /- EXP:C Kzt:NA HORZ(TL): 0.258 D - - Wind reactions based on MWFRS Des Ld: 51.00 Mean Height:32.65 ft NCBCLL: 0.00 TCDL:6.0psf Building Code: Creep Factor:2.0 S Brg Wid=5.5 Min Req= 1.7 Soffit: 2.00 BCDL: IBC 2018 Max TC CSI: 0.955 K Brg Wid=3.8 Min Req= 1.5 3.6 psfBearings S&K are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.996 Spacing:32.0" C&C Dist a:3.11 ft Rep Fac:No Max Web CSI: 0.992 Members not listed have forces less than 375# FT/RT:4 0 Maximum Top Chord Forces Per Ply(Ibs) /40 Loc.from endwall:Any ( ) ( ) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,18SS VIEW Ver:20.02.00A.1020.21 A-B 1435-3962 E-F 3843-10671 Lumber Wind B-C 2645-7310 F-G 3684-10236 C-D 3390 -9387 G-H 3192 -8887 Top chord 2x6 DF-L SS Wind loads and reactions based on MWFRS. D-E 3850-10685 H-I 1853 -5158 Bot chord 2x6 DF-L 2400f-2.0E B2 2x6 DF-L SS; End verticals not exposed to wind pressure. Webs 2x4:DF-L Standard+DF-L Stud:W2, W4 2x4 DF-L#2;W17 2x6 DF-L#2; Wind loading based on both gable and hip roof types. Maximum Bot Chord Forces Per Ply(ibs) Chords Tens.Comp. Chords Tens. Comp. Bracing R-Q 4181 -1518 N-M 10180 -3666 (a)Continuous lateral restraint,equally spaced on Q-P 7452 -2696 M-L 8693 -3122 member P-O 9484 -3428 L-K 4915 -1770 Nailnote O-N 10684 -3850 Nail Schedule:0.120"x3",min.nails Top Chord:1 Row @12.00"o.c. Maximum Web Forces Per Ply(Ibs) Bot Chord:1 Row @ 9.75"o.c. Webs Tens.Comp. Webs Tens. Comp. Webs 1 Row @ 4"o.c. A-S 628 -1700 D-O 1223 -428 Use equal spacing between rows and stagger nails in each row to avoid splitting. A-R 4023 -1455 F-N 174 -461 R-B 624 -1630 G-M 496 -1346 Special Loads B-Q 3210-1155 M-H 1352 -456 EpPRO� Q-C 412-1067 H-L 1311 -3640 (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) !L� Fij' C-P 1986 -708 L-I 1660 561 BC: TC:From 121 plf at 0.00 to 121 plf at 31.15 '� Sj BC:Fro lb Con16 plf at at0.008.0tto 16 plf at 30.69 �� �r1G i N e. 09 P-D 305 -773 I-K 1774 -4929 59BC:1120 lb Conc.Load at 16.08 ��[/ 83294PE BC:1639 lb Conc_Load at 23.52 /�� Plating Notes All plates are 3X10 except as noted. OREGta,ON2o°Q t� Purlins �4 `'Zty r In lieu of structural panels use purlins to brace TC @ Ss a tf Ta ' 24"oc Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.eox46s Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building 1503)3Corne us OR 97113 ComponentSafety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary 503)357-zit6 bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 610, as applicable. AppTy plates to each face of truss and position as shown above and on the Join(Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to lob's General Notes page for additional information. Alpine,a division of lTW BuildinclComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the *„,,.,,co,,,,, truss in conformance with ANSI/TPI 1, or for handling, shipping,.installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional enprneenng responsibility solely Tor the design shown.The suitability and use f this Suite 242 drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec2 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Earth City,Missouri 63045 r...nNre•a,s.s...u.nsw...w "u.urxunluetff+l,tfl,,, ulHlltu ,,,,,♦Nlr,...f"14,14,,,WiWi-AMIluullil.daaaiilila.s.. SEQN:224713/ MONO Ply: 1 Job Number: 0721001 Gust:R 7175 JRef:1Xaf71750005 T29 / FROM:MG Qty: 1 Art Rutkin DrwNo: 315.21.1038.44346 Truss Label: E / RTT 11/11/2021 L-- 15'2"101 2'5"2 3'10" TB" 11'4"9 12'918 19'0'10 22'10'11 26'10"3 30'6" 3'10" I 3,10" I 3'8"9 ' 1'4"1'4 3'10" -{ 3'10" I 3'11"8 3'7"13 1113Xj 1.69 12 =5H I - T 3X5 = o =3X5 G ^� a i. =3X5=5X5 F D E c n �� L =6XSK t rNc --_n6X8 8 .-3X5 N 82 N N t �- X0 =SS1012 y p =35 O . 1.69 - - R 12 1 s ' e4X12 1 30'6" A 29"1 - 3'11" { 3'10" I 3'11"8 _ 3'9"11 3'10"6 3'8"9 I 3'10'12 3'2'9 7'1"10 10'11"10 14'11"2 18'8"13 22'7"3 26'3"12 30'2"8 5"8 uu3"8 5 8 3b'6" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.597 F 613 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 1.176 F 311 240 S 2166 /- /- /1084 /721 /324 BCDL: 6.00 Risk Category:Ill Snow Duration:1.15 HORZ(LL): 0.127 D - - K 2161 /- /- /1088 /801 /- Des Ld: 51.00 EXP:C Kzt:NA HORZ(TL): 0.251 D - - Wind reactions based on MWFRS Mean Height:32.66 ft NCBCI_L: 0.00 Building Code: Creep Factor:2.0 S Brg Wid=5.5 Min Req=2.1 TCDL:6.0 psf K BrgWid=3.5 Min Req2.0 Soffit: 2.00 BCDL:3.6psf IBC 2018 Max TC CSI: 0.928 = Bearing S is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.974 Bearing K Fcperp=565psi. Spacing:32.0" C&C Dist a:3.05 ft Rep Fac:No Max Web CSI: 0.991 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): ___-- Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE,18SS VIEW Ver:20.02.00A.1020.21 Lumber A-B 2023-4254 E-F 5048-10455 B-C 3677 -7661 F-G 4779 -9923 Top chord 2x6 DF-L SS C-D 4681 -9727 G-H 3867 -8045 Bot chord 2x6 DF-L 2400f-2.0E B2 2x6 DF-L SS; D-E 5043-10480 H-I 2305 -4831 Webs 2x4:DF-L Standard+DF-L Stud:W2, W4 2x4 DF-L#2; Maximum Bot Chord Forces Per Ply(Ibs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint,equally spaced on S-R 15 -407 O-N 10485 -5297 member. R-Q 4498 -2539 N-M 9849 -4939 Plating Notes Q-P 7814 -4099 M-L 7894 -3938 P-O 9806 -5017 L-K 4613 -2296 All plates are 3X10 except as noted. Purlins Maximum Web Forces Per Ply(Ibs) In lieu of structural panels use purlins to brace TC @ Webs Tens.Comp. Webs Tens. Comp. 24"oc. A-S 1021 -2103 D-O 664 -264 Wind A-R 4364-2063 F-N 353 -609 R-B 970-1896 G-M 975 -1888 Wind loads based on MWFRS with additional C&C ¢gyp PO B-Q 3226-1507 M-H 869 -380 member design. ,c1G Sx, Q-C 681 -1311 H-L 1605 -3183 End verticals not exposed to wind pressure. �.. t4G 1 N EF "O C-P 1938 -884 L-I 1383 -618 Wind loading based on both gable and hip roof types. /L 83294PE 7 P-D 421 -775 I-K 2328 -4677 OREGON 4 `SLY 14,2pOQ co " e11Tan Renewal 8/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box408 Trusses require extreme care in fabricating,handlin ,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilingLocations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Appy plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE drawings 160A-2 for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the NNRwconrANr truss in conformance with ANSI/i PI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 614 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown.The suitability and use of this Suite 242 drawing for any structure cture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC.awc.org Earth City,Missouri 63045 SEQN:224718/ MONO Ply: 1 Job Number: 0721001 Oust R7175 JRef:1Xa171750005 TM I FROM:MG Qty: 3 Art Rutkin DrwNo: 315.21.1038.43363 Truss Label: E7 / RTT 11/11/2021 I 15'2"101 2'6*2 3'10" T8" 11'4'9 12'8''8 19'0'10 23'0'2 _ 26'10'3 30'5" 3'10" I 3'10" 3'8"9 1'3'14 I 3'10" I 3'11"8 I 3'10" I 3'6"13 III3X5 T 1.69 v H I 3 i 3X5 G =-3X5=5X5 F - p E L —6X8 a i " � M B2 L" i 0 SS1012 IN a a 6.._r ! P e3X5 1 0 . 1.69 _ ' RR 12 S" e3X12 A 30'5" A 2'9"1 I 3'11" 310" I 3'11'8 3'9"11 3'10'6 I 3'8'9 I 3'9'12 I 3'2"9 7'1'10 10'11"10 14'11'2 18'8"13 22'7'3 26'3'12 30'1'8 5 5"8 uu3"8 8 '30'S" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria 1 A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.590 F 618 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 1.162 F 314 240 S 2160 /- /- /1081 /719 /323 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.126 D - - K 2155 /- /- /1085 /799 /- Des Ld: 51.00 EXP:C Kzt:NA HORZ(TL): 0.248 D - - Wind reactions based on MWFRS Mean Height:32.66 ft Br NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 S S Brg Wid=-Wid=5.5 Min Req= 2.1 KSoffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.920 Bearing S is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.967 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.04 ft Rep Fac:No Max Web CSI: 0.993 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,18SS VIEW Ver:20.02.00A.1020.21 A-B 2017 -4242 E-F 5021 -10401 Lumber B-C 3663 -7633 F-G 4745 -9853 C-D 4661 -9685 G-H 3825 -7959 Top chord 2x6 DF-L SS D-E 5015-10424 H-I 2260 -4737 Bot chord 2x6 DF-L 2400f-2.0E B2 2x6 DF-L SS; Webs 2x4:DF-L Standard+DF-L Stud:W2, W4 2x4 DF-L#2; Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Bracing S-R 15 -406 O-N 10428 -5268 (a)Continuous lateral restraint,equally spaced on R-Q 4484 -2531 N-M 9778 -4903 member. Q-P 7786-4084 M-L 7808 -3895 Plating Notes P-O 9764 -4995 L-K 4518 -2249 All plates are 3X10 except as noted. Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp Webs Tens. Comp. In lieu of structural panels use purlins to brace TC @ A-S 1018-2097 D-O 649 -257 24"oc. A-R 4350-2056 F-N 359 -622 R-B 967 -1891 G-M 982 -1902 Wind B-Q 3212-1501 M-H 874 -381 Wind loads based on MWFRS with additional C&C ��ED PROFFS Q-C 678-1305 H-L 1609 -3191 member design. '( S/ C-P 1924 -877 L-I 1390 -622 End verticals not exposed to wind pressure. �JC'1 N FF P-D 418 -769 I-K 2286 -4593 Wind loading based on both gable and hip roof types. ,� 83294PE 7 OREGON titr 14,zoo 4s6'eif Tar'�� Renewal 6130/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 CornTrusses require extreme care in fabricating,handlin shipping,installing and bracing._ Refer to and follow the latest edition of BCSI(Building (03)57 11O 97113 Component Safety Information,by TPI and SBCA)fi'safety practices pnor to performing these functions. Installers shall provide temporary (503)357-2118 bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown 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 positi ons.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional en ineering responsibilitysolely-or the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-DDesigner per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com:ICC:iccsafe.org;AWC:awc g Earth City,Missouri 63045 SEQN:224720/ MONO 1 Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1Xaf71750005 T55 / FROM:MG Qty: 12 Art Rutkin DrwNo: 315.21.1038.44705 Truss Label: E2 / RTT 11/11/2021 -- -------- - 1- 152"10 2'2"6 3'10" 7'8" 11'4"9 13'0"4 19'0"10 22'10"11 26'10"3 30'8"12 'L- - 3'10" I 3'10" 3'8"9 I 1'7"10 3'10" 3'10" I 3'11"8 I 3'10"9 III 3X5 1.69 12 =5X5 I T =3X5 H W17 t` G fV =3X5 =5X7 —3F5 '�'! �� D E C L =6X8 io =6X8 B � �:reillrelw M B2 t I A �, N =3X5 T i 0 =SS1012 IN 54 d� 6 ! p =3X5 1 I • Q o 1.69 — R 12 S"' =4X12 r 30'8"12 i 2'9"1 311" 3'10" 3'11"8 3'9"11 3'10"6 3'8"9 3'11"8 3'2 9 7'1"10 10'11"10 14'11"2 18'8"13 22'7"3 26'3"12 30'3"4 65"8 uu5"8 % '3U8"12 ---------- Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pt 27.0(specified) Ce:1.0 VERT(LL): 0.616 F 598 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 1.213 F 303 240 S 2182 /- /- /1092 /727 /326 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.131 D - - K 2174 /- I- /1094 /809 /- Des Ld: 51.00 EXP:C Kzt:NA HORZ(TL): 0.258 D - - Wind reactions based on MWFRS Mean Height:32.68 ft S Br Wid=5.5 Min 2.1 NCBCLL: 0.00 Building Code: Creep Factor:2.0 9 Req TCDL:6.0 psf K Br Wid=3.8 Min 1.5 Soffit: 2.00 BCDL:3.6psf IBC 2018 Max TC CSI: 0.951 9 Req= Bearings S&K are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.992 Spacing:32.0" C&C Dist a:3.07 ft Rep Fac:No Max Web CSI: 0.986 Members not listed have forces less than 375# Loc.from endwall:AnyFT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE 18SS VIEW Ver:20.02.00A.1020.21 A-B 2041 -4290 E-F 5124 -10605 Lumber — B-C 3714 -7736 F-G 4873-10115 C-D 4737 -9840 G-H 3982 -8279 Top chord 2x6 DF-L SS D-E 5119-10634 H-I 2428 -5084 Bot chord 2x6 DF-L 2400f-2.0E B2 2x6 DF-L SS; Webs 2x4:DF-L Standard+DF-L Stud:W2, W4 2x4 DF-L#2;W17 2x6 DF-L#2; Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Bracing S-R 16 -410 O-N 10641 -5377 (a)Continuous lateral restraint,equally spaced on R-Q 4535 -2561 N-M 10044 -5037 member. Q-P 7891 -4140 M-L 8129 -4057 Plating Notes P-O 9922 -5077 L-K 4868 -2424 All plates are 3X10 except as noted. Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels use puffins to brace TC @ A-S 1029 -2119 D-0 703 -283 24"oc. A-R 4400-2081 F-N 335 -572 Wind R-B 978 -1913 G-M 955 -1846 pR B-Q 3264 -1526 M-H 858 -375 Wind loads based on MWFRS with additional C&C okt° OFk-s Q-C 689 -1328 H-L 1598 -3167 member design. \�'� G N ste C-P 1975 -902 L-1 1366 -608 End verticals not exposed to wind pressure. C2 �a F41 1' P-D 429 -791 I-K 2422 -4866 Wind loading based on both gable and hip roof types. ��/ 83294PE OREGON 1$ `-0 14,Z0� t0 4ssen Tan Renewal 6/30/2022 1 I/1 I/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius 97113 Component Safety Information,by TPI and SBCA)f safety practices prior to performing these functions. Installers shall provide temporary (503)357-211a bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the *„,,.,,C,. truss in conformance with ANSI/TPI 1, or for handling, shipping,.installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional en ineenng responsibility solely-or the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-DDesigner per ANSI/TPI 1 Sec.2 Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Earth City,Missouri 63045 SEQN:224722/ MONO Ply: 1 Job Number: 0721001 ;Cust:R 7175 JRef:1Xaf71750005 T103 FROM:MG Qty: 6 Art Rutkin DrwNo: 315.21.1038.45688 Truss Label: E3 / RTT 11/11/2021 157 '10 2'2'6 I 3'10' 7'8"1 11'4'9 I 13'0' 19710 22'10"11 I 26'11'3 30'8'12 3'10" 3'10'4 3'8"5 1T10 3'10" 3'10" 4'0'8 3'9"9 -3X12 1.6912 =-5X5 l T H _ '116. P G W17 N 5X7 F _ ^!, �� t _HOC310 0 E T =3X10 =6X10K •° ---n6X8 B ���� M =3X10 C A� �� P 0 N =_SS1012 y + - 0 .H0310 0 1.69 1 R a 3X10 12 1 S-- e4X12 III3X10 r 30'8"12 i 2'9.1 3'11" 3'9'13 3'11'12 3'9'11 3'10'6 3'8'9 3'11'8 3'2'9 I 7'1"10 I 10'11'6 I 14'11'2 18'8"13 22'7"3 26'3'12 30'3'4 5 8 u55"8 5 8 '31)1'8"12 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.609 F 605 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 1.236 F 298 240 S 2182 /- /- /1092 /740 /326 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(TL): 0.130 D - - K 2425 /- /- /1094 /809 /- Des Ld: 51.00 EXP:C Kzt:NA HORZ(TL): 0.263 D - - Wind reactions based on MWFRS Mean Height:32.68 ft NCBCLL: 0.00 Building Code: Creep Factor:2.0 S Brg Wid=5.5 Min Req= 2.1 TCDL:6.0 psf K BrgWid=3.8 Min Req1.5 IBC 2018 Max TC CSI: 0.988 = Soffit: 2.00 BCDL:3.6 psf Bearings S&K are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.762 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.07 ft Rep Fac:No Max Web CSI: 0.985 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS,18SS VIEW Ver:20.02.00A.1020.21 A-B 2041 -4290 E-F 5124-10839 Lumber B-C 3714 -7754 F-G 4875 -10530 C-D 4737 -9941 G-H 3979 -8944 Top chord 2x6 DF-L SS D-E 5119-10867 H-I 2440 -5788 Bot chord 2x6 DF-L 2400f-2.0E Webs 2x4:DF-L Standard+DF-L Stud:W2,W4, W16 2x4 DF-L#2;W17 2x6 DF-L#2; Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp._ Bracing S-R 16 -410 O-N 10883 -5376 (a)Continuous lateral restraint,equally spaced on R-Q 4535-2561 N-M 10469 -5039 member- Q-P 7913 -4140 M-L 8815 -4055 Special Loads P-O 10029 -5077 L-K 5559 -2436 (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 121 plf at 0.00 to 121 plf at 30.73 Maximum Web Forces Per Ply(Ibs) BC:From 16 plf at 0.00 to 16 plf at 30.27 Webs Tens.Comp. Webs Tens. Comp. TC: 200 lb Conc.Load at 24.50,26.67 A-S 1029 -2119 D-0 834 -283 Plating Notes A-R 4400-2081 F-N 332 -567 All plates are 3X5 except as noted R-B 978 -1913 G-M 960 -1856 �� ED PROR Ss B-Q 3300 -1526 M-H 853 -372 Purlins F Q-C 689-1342 H-L 1583 -3163 C-P 58 -902 L-I 1364 -607 In lieu of structural panels use purlins to brace TC @ �� r1G t N F . �0 P-D �29 -825 I-K 2438 -5569 � 24"oc. (�� 83294PE 4 2y Wind .." "" Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. OREGON Wind loading based on both gable and hip roof types. 1 cv,4 �r 74 20� C. sell Tan c Renewal 6/30/2022 I1/11/2021 **WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices pnor to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI-Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, /11164, as applicable. Apply plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANRW COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibility solelyor the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Earth City,Missouri 63045 SEQN:224727/ MONO Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:IXaf71750005 T56 / FROM:MG Qty: 11 Art Rutkin DrwNo: 315.21.1038.45828 Truss Label: E4 / RTT 11/11/2021 15'2I10 1'2"6 3'10" 7'6"9 11'4'9 14'0'4 19'010 23'0"2 27'9'4 ----3'10" 3'8"9 3'10" - 2'7'11 3'10' I 3'11'8 4'9'2 iii 3X5 .3X10 1.69 v .4X5 H T G 14 W15 r- -.3X5 _5E5_3F5 S � � ' .4X5 O il to —3X10 C �� ��ri. .6X8 J t T in 'AX7 B .4X5 0 L -I- r. M .H0710 a n �� N 3X5 0 =4X5 ,.1.69 1 P =_3X10 12 .3X10 iI3X10 A 27'9'4 1 2'10'1 3'10" I_ 3'11"8 I 3'10" 3'9-14 3'10'3 I 4'8'9 3'3'9 7'1"10 11'1'1 14'11'2 18'9' 22'7'3 27'3"12 ,5'8 55'8 5'8 �279"4 Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in Ioc L/defl U# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27 0(specified) Ce:1.0 VERT(LL): 0.437 M 763 360 Loc R+ /R- /Rh /Rw /U /RL -------------- BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.860 M 387 240 Q 1972 /- /- /986 /654 /295 BCDL: 6.00 Risk Category:Ill Snow Duration:1.15 HORZ(LL): 0.096 L. - - J 1964 /- /- /988 /731 /- Des Ld: 51.00 EXP:C Kzt:NA HORZ(TL): 0.190 L - - Wind reactions based on MWFRS Mean Height:32.47 ft Q Br Wid=5.5 Min 2.1 NCBCLL 0.00 Building Code: Creep Factor:2.0 9 Req= TCDL:6.0 psf J Brg Wid=4.3 Min Re 1.5 Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.680 Bearings Q&J are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.860 RepFac:No Max Web CSI 0.754 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:20.02.00A.1020.21 A-B 1816-3833 E-F 4154 -8606 Lumber B-C 3239 -6768 F-G 3662 -7633 C-D 4014 -8364 G-H 2496 -5238 Top chord 2x6 DF-L SS D-E 4152 -8653 Bot chord 2x6 DF-L SS Webs 2x4:DF-L Standard+DF-L Stud:W2,W4, W14 2x4 DF-L#2;W15 2x6 DF-L#2; Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Bracing P-O 4049-2282 M-L 8632 -4355 (a)Continuous lateral restraint,equally spaced on O-N 6895 -3611 L-K 7524 -3767 member. N-M 8416-4299 K-J 5072 -2531 Purlins In lieu of structural panels use purlins to brace TC @ Maximum Web Forces Per Ply(Ibs) 24"oc. Webs Tens.Comp. Webs Tens. Comp. Wind A-Q 927-1913 N-D 325 -578 A-P 3928 -1849 F-L 570 -1058 Wind loads based on MWFRS with additional C&C P-B 874-1701 L-G 541 -225 member design. B-0 2769-1284 G-K 1219 -2387 End verticals not exposed to wind pressure. ED QROF O-C 586 -1118 K-H 1024 -429 Wind loading based on both gable and hip roof types. �� FS+ C-N 1482 -661 H-J 2485 -4984 0� Nay,INEF s/0 14/ 83294PE '9 ,,,acs............ OREGON 13 `Zcr f..20� 4sae,' Tao.•• Renewal 6730/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI anti SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted Otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the *H rrp COWAN,'truss in conformance with ANSI/TPI 1, or for handling, shipping,_installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional enuineering responsibility solely-tor the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Earth City,Missoun 63045 SEQN:224747/ MONO Ply: 1 Job Number: 0721001 Cast:R7175 JRef:1Xaf71750005 T47 % FROM:MG Qty: 2 Art Rutkin DrwNo: 315.21.1038.42442 Truss Label: E5 / RTT 11/11/2021 I 11'52"�'2"10 3'10" ) 7'6"9 _ 11'4"9 +_ 14'0'4 I 19'0'10 _ 23'0'2 I 27'5" 3'10" 3'8'9 3'10" 2'7'11 3'10' 3'11'8 4'4"14 1113X15 12 =3X10 - 1.69 ,- __4X5 H M G W14 =_3X5 -5X5=3�5 0 -- =_4X5 D �� _��� - - =-3X10 �= __6X8 imn =5X7 Bill =_4X5 A L T -� M =_H0710 !A �� __3X5 N - 0 w4X5 a 1.69 l P _3X10 12 - -3X12 III 3X10 r 27'5" 1 2'9"1 ' 3'11" I 3'11'8 I 3'10" I 3'9'14 3'10"3 4'6"5 3'2'9 T1"10 11'1"1 14'11.2 18'9" 22'7"3 2T1'8 ,5;8 uu3'8 '5'8 7T5' Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct 1.1 CAT:III PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.411 M 800 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.862 M 381 240 Q 1975 /- /- /973 /646 /291 BCDL: 6.00 Risk Category:Ill Snow Duration:1.15 HORZ(LL): 0.091 L - - J 2017 /- /- /978 /720 /- Des Ld: 51.00 EXP:C Kzt:NA HORZ(TL): 0.191 L - - Wind reactions based on MWFRS Mean Height:32.44 ft Building Code: Creep Factor:2.0 0 Brg Wid=5.5 Min Req= 2.1 NCBCLL: 0.00 TCDL:6.0 psf J BrgWid=- Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.724 Bearing Q is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.908 RepFac:No Max Web CSI: 0.843 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): ,Wind Duration:1.60 WAVE,HS VIEW Ver:20.02.00A.1020.21 A-B 1789-3858 E-F 4038 -9019 Lumber B-C 3182 -6872 F-G 3515 -7896 C-D 3927 -8595 G-H 2331 -5155 Top chord 2x6 DF-L SS D-E 4036-9064 Bot chord 2x6 DF-L SS Webs 2x4:DF-L Standard+DF-L Stud:W2,W4, W14 2x4 DF-L#2; Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Bracing P-O 4077 -2249 M-L 9058 -4232 (a)Continuous lateral restraint,equally spaced on O-N 7005 -3548 L-K 7755 -3615 member. N-M 8654-4206 K-J 4969 -2358 Special Loads (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Maximum Web Forces Per Ply(Ibs) TC:From 121 plf at 0.00 to 121 plf at 27.42 Webs Tens.Comp. Webs Tens. Comp. BC:From 16 plf at 0.00 to 16 plf at 27.12 A-Q 915 -1917 D-M 394 -17 TC: 125 lb Conc.Load at 15.25,17.25 A-P 3956 -1821 F-L 600 -1250 Purlins P-B 861 -1713 L-G 615 -233 In lieu of structural panels use purlins to brace TC @ B- 2574-1 -K 1 -2708- 24"oc. 0-C C 574 -1153 53 K K-H 1173 73 446 ! �p PROF C-N 1607 -632 H-J 2353 -4959 Wind ,(`i� Cs% N-D 313 -625 Wind loads based on MWFRS with additional C&C .@ 4G I N,s� �0 member design. <t/� 83294PE End verticals not exposed to wind pressure. Ct /" • Wind loading based on both gable and hip roof types. OREGON 4 `SLY 14,zo e, SSell Tar' Renewal 8/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 CoTrusses require extreme care in fabricating,handlin shipping,installin and bracing.. Refer to and follow the latest edition of BCSI(Building (50 )3 7-s 11O 97113 Component Safety Information,by TPI an0 SBCA)fpr saty actices priorp to perforng these functions. Installers shall provide temporary (so3)357-z119 bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingC]installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/I PI 1, or for handling, shipping,,installation and bracing of trusses- A seal on this drawing or cover page 514 Earth CityExpressway fisting this drawing indicates acceptance of professional engineering responsibility solelylor the design shown-The suitability and use of thisP y drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2, Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AW C:awc.orq Earth City,Missouri 63045 SEQN:224749/ MONO Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1Xaf71750005 T104 FROM:MG Qty: 3 Art Rutkin 1 DrwNo: 315.21.1038.45751 Truss Label: E6 / RTT 11/11/2021 1_ 15r�'2'10 r ' 3'10' I 7'8" 11'4'9 I 14'0'4 19'0'10 _I 23'0"2 27'5" 3'10" 3'10" 3'8'9 2'7'11 3'10" 3'11"8 4'4'14 1113X5 12 3X10 1.69 =5X5 H — rr G 14 =_3X5 —5X5—3F5 E —3X10 D �1 — — T -3g 10 C � � -6X8 --_n5X7 —was I� L _5X5 T ® ' --411 M -H0710 SA ih _- N -3X5 0 =-3X10 01.69 1 _ 1 P =3X10 12 1 —3X12 1113X10 1 27'5' -----i 2'9"1 3'11' 3'10" 3'11"8 3'9'14 3'10'3 4'6"5 3'2'9 I 7'1'10 I 10'11'10 I 14'11'2 18'9' -+------22'73 27'1"8 --1I ' Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.411 M 800 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.915 M 359 240 Q 2057 /- /- /973 /646 /291 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.091 L - - J 2085 /- /- /978 /720 /- Des Ld: 51.00 EXP:C Kzt NA HORZ(TL): 0.202 L - - Wind reactions based on MWFRS Mean Height:32.44 ft BuildingFactor:2.0 Q BrgWid=5.5 Min Req2.2 NCBCLL: 0.00 TCDL:6.0 psf Code: Creep J Brg Wid=- Soffit: 2.00 BCDL.:3.6 psf IBC 2018 Max TC CSI: 0.887 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.974 Bearing Q is a rigid surface. RepFac:No Max Web CSI: 0.891 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.00 ft Loc.from endwall:AnyFT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:20.02.00A.1020.21 A-B 1789-4037 E-F 4038 -9627 Lumber B-C 3182-7246 F-G 3515 -8267 C-D 3927 -9189 G-H 2331 -5359 Top chord 2x6 DF-L SS D-E 4036-9699 Bot chord 2x6 DF-L SS Webs 2x4:DF-L Standard+DF-L Stud:W2,W4, W14 2x4 DF-L#2; Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Bracing P-O 4267-2249 M-L 9686 -4232 (a)Continuous lateral restraint,equally spaced on O-N 7390-3548 L-K 8109 -3615 member. N-M 9262-4206 K-J 5164 -2358 Special Loads (Lumber Dur.Fac..1.15/Plate Dur.Fac.=1.15) Maximum Web Forces Per Ply(Ibs) TC:From 121 plf at 0.00 to 121 plf at 27.42 Webs Tens.Comp. Webs Tens. Comp. BC:From 16 plf at 0.00 to 16 plf at 27.12 A-Q 915 -1997 D-M 411 -17 TC: 200 lb Conc.Load at 13.67,16.00 A-P 4140 -1821 F-L 600 -1514 Purlins P-B 861 -1796 L-G 735 -233 B-O 3037 -1255 G-K 1236 -2862 In lieu of structural panels use purlins to brace TC @ O-C 574 -1230 K-H 1235 -446 24"oc. �Ep PRO/-F C-N 1824 -632 H-J 2353 -5154 Wind 44 Ss, N-D 313 -720 Wind loads based on MWFRS with additional C&C '^� OGUNEI 41 �0 member design. 1',(/v 83294PE 7 End verticals not exposed to wind pressure. - -- Wind loading based on both gable and hip roof types. O\ REGONREGO // (0 `�lr 14,20� (QI sell Tan Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Comp onents of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating handling,shipping,installin and bracing. Refer to and follow the latest edition of BCSI(BuildingCornelius OR 97113 Component Safety Information,by TPI end'SBCA)f safety actices prior to perforing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face ottruss and position as shown above and on the JoinrDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the *„ „ truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway fisting this drawing indicates acceptance of professional engeenng responsibility solely'for the design shown.The suitability and use of this drawing for any structureln is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Aline:al.ineitw.com'TPI:tpinst.org;SBCA:sbcacomponents-com;ICC:iccsafe.orq;AWC:awc.orq Earth City,Missouri 63045 SEQN:224742/ MONO Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1Xat71750005 T105 ' FROM:MG Qty: 2 Art Rutkin DrwNo: 315.21.1038.44876 Truss Label: E7 / RTT 11/11/2021 15'2"10 3'10" 7'6'9 _� 11'4'9 14'0"4 19'0'10 23'0"2 275" I 3'10" 3'8"9 3'10" 2'T11 3'10" 3'11'8 4'4'14 III 3X5 se 3X10 1.69 v .4X5 H G =_3X5 .5E5_3F5 _ T _3C5 D�� !r K e6X8 =3B Am mi — P AX7 B xx4X5 T '�! �' M eH0710 '� H s_3X5 — 0 re 3X5 , 1.69 1 P e3X10 12 1 _ re 3X10 1113X10 A 2T5" • 4 2'109 I 3'10' 3'11'8 - 3'10" _ 3'9'14 3'10'3 I 4'6'5 3'3'9 79"10 11'1"1 14'11"2 18'9" 22'7'3 27'1'8 u 8 '5't8 2)'5' Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pt:27.0(specified) Ce:1.0 VERT(LL): 0.415 M 793 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.817 M 402 240 Q 1947 /- /- /973 /646 /291 BCDL: 6.00 jRisk Category:1I1 Snow Duration:1.15 HORZ(LL): 0.092 L - - J 1942 /- /- /978 /720 /- Des Ld: 51.00 EXP:C Kzt:NA HORZ(TL): 0.181 L - - Wind reactions based on MWFRS Mean Height:32.44 ft Building9 Req= NCBCLL: 0.00 TCDL:6.0 psf Code: ,Creep Factor:2.0 Q Br Wid=5.5 Min 2.0 J Brg Wid=- Soffit: 2.00 BCDL:3.6 psf IBC 2018 ;Max TC CSI: 0.650 Bearing Q is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.836 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.986 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:20.02.00A.1020.21 A-B 1789-3778 E-F 4038 -8369 Lumber B-C 3182-6653 F-G 3517 -7336 C-D 3927 -8188 G-H 2319 -4873 Top chord 2x6 DF-L SS D-E 4035 -8416 Bot chord 2x6 DF-L SS Webs 2x4:DF-L Standard+DF-L Stud:W2, W4 2x4 DF-L#2; Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Bracing P-0 3990 -2249 M-L 8391 -4232 (a)Continuous lateral restraint,equally spaced on 0-N 6776 -3548 L-K 7224 -3616 member. N-M 8236 -4206 K-J 4703 -2346 Purlins In lieu of structural panels use purlins to brace TC @ Maximum Web Forces Per Ply(Ibs) 24"oc. Webs Tens.Comp. Webs Tens. Comp. Wind A-Q 915 -1888 N-D 313 -553 A-P 3872 -1821 F-L 598 -1116 Wind loads based on MWFRS with additional C&C P-B 861 -1676 L-G 565 -235 member design. B-0 2710-1255 G-K 1251 -2454 End verticals not exposed to wind pressure. R��]PROp . 0-C 574 -1093 K-H 1052 -446 Wind loading based on both gable and hip roof types. 'S SS C-N 1423 -632 H-J 2338 -4686 �.� aG%FJE- '0 ,r(/ ( es294PE 11 7 OREGON 4 �''LY 14,20t� to s' eli Tar' Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,instalen and bracing.. Refer to and follow the latest edition of BCSI(BuildingCornelius OR 97113 Component Safety Information,by TPI and SBCA)fr safty actices priorp to perforng these functions. Installers shall provide temporary (503)357-z1 to 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 83,B7 or B10, as applicable. Apply plates to each face.of truss and position as shown above and on the JoinlDetails, unless noted otherwise. Refer to ALP!NE drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of 1TW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN CpMP*Hy truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracingof trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engeering responsibility solely/or the design shown.The suitability and use of this drawing for any structure is the responsibility of the Buildi inng-DDesigner per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Earth City,Missouri 63045 4641.4,04M1,..vxetidlFtleSthWier4/141 A6644,PturI-,.. SEQN:224752/ MONO Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1Xaf71750005 T106 FROM:MG Qty: 3 Art Rutkin DrwNo: 315.21.1038.45423 Truss Label: ES / RTT 11/11/2021 11s'2'24"10 3'10" 7'6'9 11'4'9 14'0'4 19'0'10 23'1"2 27'9"4 I--- 3'10" I 3'8"9 3'10" I { I I '2'7'11 3'10" 4'0"8 4'8'2 'i III 3X15 1.69 12 =3x12 1 _ -4G5 14 :W15 =3X5 .5X5'3F 5 0 ll� =_4X5 D 11 -. 1 =_3X10 C �- =6X10J re =_^SX7 B =_4X5 n L T �� _1 M =_H0710 M iFn ` . e N =-3X5 O =4X5 ..1.69 1 P =-3X10 12 =3X10 III 3X10 A 27 9'4 1 2'10'1 310" I 3'11"8 3'10" 39"14___.+._____ 3'10'3 I 4'8'9 s 3'3"9 T1'10 11'1"1 14'11"2 18'9" 22'7'3 27'3'12 ' ,715 '58 94 ` Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.437 M 763 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.893 M 373 240 Q 1972 /- /- /986 /667 /295 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.096 L - - J 2228 /- /- /988 /731 /- Des Ld: 51.00 EXP:C Kzt:NA HORZ(TL): 0.196 L - - Wind reactions based on MWFRS Mean Height:32.47 ft BuildingCode: CreepFactor 2.0 Q Brg Wid=5.5 Min Req=2.1 NCBCLL: 0.00 TCDL:6.0 psf J Brg Wid=4.3 Min Req= 1.5 Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.710 P Bearings Q&J are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.885 Spacing:32.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.774 Members not listed have forces less than 375# P 9 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): i1 Wind Duration:1.60 WAVE,HS VIEW Ver:20.02.00A.1020.21 A-B 1816 -3833 E-F 4154 -8868 Lumber B-C 3239-6801 F-G 3662 -8090 C-D 4014-8486 G-H 2496 -5889 Top chord 2x6 DF-L SS D-E 4152-8913 Bot chord 2x6 DF-L SS Webs 2x4:DF-L Standard+DF-L Stud:W2,W4, W 14 2x4 DF-L#2;W15 2x6 DF-L#2; Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing P-0 4049 -2282 M-L 8902 -4355 (a)Continuous lateral restraint,equally spaced on 0-N 6931 -3611 L-K 7992 -3767 member. N-M 8545 -4299 K-J 5741 -2531 I Special Loads -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Maximum Web Forces Per Ply(lbs) TC:From 121 plf at 0.00 to 121 plf at 27.77 Webs Tens.Comp. Webs Tens. Comp. BC:From 16 plf at 0.00 to 16 plf at 27.31 A-Q 927-1913 N-D 325 -616 TC: 200 lb Conc.Load at 22.25,24.67 A-P 3928 -1849 F-L 570 -1058 Purlins P-B 874 -1701 L-G 541 -225 8-0 2812 -1284 G-K 1219 -2387 In lieu of structural panels use purlins to brace TC @ 24"oc. ED PROF O-C 586 -1136 K-H 1024 -429 '�Fl Fss C-N 1572 -661 H-J 2485 -5635 Wind �N5 oGily .. 0 Wind loads based on MWFRS with additional C&C eCr I member design. �f1/ 83294PE p� End verticals not exposed to wind pressure. .�v Wind loading based on both gable and hip roof types. 13\ OREGON 42 ,,AJ,(QJ *Sell Tar Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357.2118 bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83,B7 or B10, Allhk as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details., unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITt/V Building Components Group Inc.shall not be responsible for any deviation from this drawing,any,failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawingg or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional enQQmeenng responsibility solely'tor the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst-org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Earth City,Missouri 63045 t d SEQN:224754/ MONO Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1 Xat71750005 T59 I FROM:MG Qty: 2 Art Rutkin DrwNo: 315.21.1038.43551 Truss Label: E9 / RTT 11/11/2021 15'2" �a10 310" 7'6"9 11'4"9 I 14'2" I I 19'0'10 23'0 2 _ 27'11" 3'10" 3'8"9 3'10" 2'9"7 3'10" 3'11"8 4'10"14 III3X 5 1.69 12 =3X10 -f 5X5_3X5 _4G5 H 14 1 W15 T .3X5 E �"' 04 .4X5 D 0� • F -_J -3X10 C �_�- -5X10 .n5X7 B K -4X5 T -'4111111� _� M .H0710 6 . io f' '�_ N =3X5 0 .4X5 a 1.69 1 P -.3X10 12 -- -3X12 RI 3X10 r 27'11" i 2'9"1 3'11" I 3'11"8 _I 3'10" _I 39"14 _I 3'10"3 _I 4'8"9 3'2"9 7'1"10 11'1"1 14'11"2 18'9" 227"3 27'3"12 5 2711" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.447 M 748 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.880 M 380 240 Q 1982 /- /- /991 /658 /296 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.098 L - - R 1972 /- I- /991 /736 /- EXP:C Kzt:NA HORZ TL: 0.194 L - - Wind reactions based on MWFRS Des Ld: 51.00 Mean Height:32.48 ft ( ) NCBCLL: 0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Q Brg Wid=5.5 Min Req= 2.1 IBC 2018 MaxTC CSI: 0.693 R Brg Wid=7.2 Min Req= 1.5 Soffit: BCDL:3.6 psfearings Q&R are a rigid surface. Load Duration: a 1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.869 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.759 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:20.02.00A.1020.21 A-B 1827 -3855 E-F 4202 -8701 Lumber B-C 3262-6816 F-G 3724 -7757 C-D 4049 -8436 G-H 2561 -5371 Top chord 2x6 DF-L SS D-E 4200-8750 Bot chord 2x6 DF-L SS Webs 2x4:DF-L Standard+DF-L Stud:W2,W4, W14 2x4 DF-L#2;W15 2x8 DF-L#2; Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Bracing P-0 4073-2296 M-L 8730 -4405 (a)Continuous lateral restraint,equally spaced on 0-N 6944-3637 L-K 7650 -3831 member. N-M 8490-4338 K-J 5206 -2598 Purlins In lieu of structural panels use purlins to brace TC @ Maximum Web Forces Per Ply(Ibs) 24"oc. Webs Tens.Comp. Webs Tens. Comp. Wind A-Q 932 -1923 N-D 330 -588 A-P 3951 -1860 F-L 556 -1032 Wind loads based on MWFRS with additional C&C P-B 879-1712 L-G 532 -221 member design. B-O 2793 -1296 G-K 1216 -2379 End verticals not exposed to wind pressure. O-C 591 -1129 K-H 1019 -425 Wind loading based on both gable and hip roof types ���EO PRO��Ss C-N 1505 -673 H-J 2514 -5046 70 e 83294PE y .r1\ OREGON .ON ~OLY 14.20ti� AGsse11 Tao Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P O.Bax468 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)357-2116 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63,B7 or 610, as applicable. Apply plates to each face o7 truss and position as shown above and on the Joint Details., unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the a tom*r truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-DDesigner per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Earth City,Missouri 63045 *itiltadJ iWiedaNhflhNJbtYilN.4Htthui/ttWbdialliitil...,,, SEQN:224756/ GABL Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1Xaf71750005 T112 FROM:MG Qty: 2 Art Rutkin DrwNo: 315.21.1038.44221 Truss Label: EGE / RTT 11/11/2021 5'2"10 10'1"12 15'0"14 20' IF 5'2"10 I 4'11"2 I 4'11"2 4'11"2 H H8H III4X5h 1'4 H =4XX5 =3F5 =3X5 1113X5 A TYP (a) T 0 0 AL 0 r 0 CV _ _ I 0 0 0 III 3X7 U R P 1114X8 =4X5 =4X5 =3X5 F 20' H 4'11"2 4'11"2 - - 4'11"2 52"10 4'11"2 9'10"4 14'9"6 20' Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs),or'=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL 20.00 Speed: 130 mph Pf:27 0(specified) Ce:1.0 VERT(LL): 0.009 J 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.018 J 999 240 M* 141 /- /- /71 /51 /- BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): -0.021 X - - X /-519 EXP:C Kzt:NA Des Ld: 51.00 Mean Height:34.90 ft HORZ(TL): 0.023 X - - AL /-447 NCBCLL: 0.00 TCDL:6 0 psf Building Code: Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 IBC 2018 Max TC CSI: 0.257 M Brg Wid=240 Min Req= - BCDL:3.6 psf Bearing Xis a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.270 RepFac:No Max Web CSI: 0.991 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): - Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 A-D 1886-1841 F-I 1972 -1936 D-F 1912 -1872 I-L 1864 -1866 Lumber Additional Notes Top chord 2x6 DF-L#2 See DWGS A16030ENC160118&GBLLETIN0118 for Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 DF-L#2 gable wind bracing and other requirements. Chords Tens.Comp. Chords Tens. Webs 2x4:DF-L Standard+DF-L Stud: Truss must be installed as shown with top chord up. Comp. Bracing X-U 1867 -1859 R-P 1642 -1611 U-R 1779 -1739 P-M 1713 -1661 (a)Continuous lateral restraint,equally spaced on member. Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. All plates are 1.5X4 except as noted. A-X 515 -690 R-F 493 -844 A-U 1945-1995 F-P 1906 -1970 Loading U-D 496 -926 P-I 475 -824 Truss transfers a maximum horizontal load of D-R 1972-2054 I-M 1762 -1804 7599#( 380.00 plf)along top chord,from either direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 7599 380.00 TC 0.00 20.00 so PROF 7599 379.96 BC 0.00 20.00 AO' FS+s Truss designed to support 0-0-0 top chord outlookers NC ��G 1 N e. i9 and cladding load not to exceed 2.00 PSF one face y and 32.0"span opposite face.Top chord must not be 1(/ 83294PE To cut or notched,unless specified otherwise. -•^ Purlins In lieu of structural panels use purlins to brace all sloping TC @ 24"oc;all flat TC @ 24"oc. OREGON ce Wind �(r `vrx 14,26 I(QC Wind loads based on MWFRS with additional C&C Sseil Tar member design. Renewal 8/3012022 End verticals not exposed to wind pressure. 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 CornTrusses require extreme care in fabricating handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building 160313 7 11O 97113 Componenf Safety Information,by WI ana'SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (5o3)s57-211s 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 53,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details., unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of 3TW Suiidin3Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the Truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pace 514 Earth CityEx iisttng this drawing,indicates acceptance of professional engineering responsibility solelyTor the design shown The suitability and use of This Expressway drawing tar any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2 Suite 242 For more information see these web sites:Alpine:al ineitw.com;TPI:tpinst.orq;SBCA:sbcacom onents.com;ICC:icosafe.or9;AWC:awc.orq Earth City,Missouri&3045 SEQN:224758/ GABL Ply: 1 Job Number: 0721001 Cost:R7175 JRef:1Xa171750005 T108 FROM:MG Qty: 1 Art Rutkin DrwNo: 315.21.1038.43691 Truss Label: EGE1 / RTT 11/11/2021 42"14 85"12+ 'I 4'2"14 4'2"14 H 1'614-H 1114X5 14 H III4X5 A (TYP) C E T - 0 0 0 - Hi------------ E1 J//// / F 1113X7 H III3X7 =3X10 I 8'5"12 '{ 1-' 4 2"14 _I 4 2"14 --I 4'2"14 8'5"12 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.005 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.009 B 999 240 F* 141 /- /- /71 /51 /- BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): -0.020 C - - J /-544 EXP:C Kzt:NA g HORZ TL: 0.022 C F /-544 Des Ld: 51.00 Mean Height:34.90 ft ( ) NCBCLL: 0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Wind reactions based on MWFRS F Brg Wid=101 Min Req= - Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.167 Bearing J is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.236 Rep Fac:No Max Web CSI 0.654 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 A-C 1615-1605 C-E 1615 -1605 Lumber Additional Notes Top chord 2x6 DF-L#2 See DWGS A16030ENC160118&GBLLETIN0118 for Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 DF-L#2 gable wind bracing and other requirements Webs 2x4:DF-L Standard+DF-L Stud: Truss must be installed as shown with top chord up. J-H 1607-1600 H-F 1607 -1600 Plating Notes Maximum Web Forces Per Ply(Ibs) All plates are 1.5X4 except as noted. Webs Tens.Comp. Webs Tens. Comp. Loading A-J 550 -689 H-E 1726 -1734 Truss transfers a maximum horizontal load of A-H 1726 -1734 E-F 550 -689 3221#( 380.00 plf)along top chord,from either C-H 601 -466 direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 3221 380.00 TC 0.00 8.48 3221 379.91 BC 0.00 8.48 Truss designed to support 0-0-0 top chord outlookers and cladding load not to exceed 2.00 PSF one face and 32.0"span opposite face.Top chord must not be ���so PROpF`SS cut or notched,unless specified otherwise. Purlins ,y _,GiNE"� ,O In lieu of structural panels use purlins to brace all ..(y� 83294PE 7 sloping TC @ 24"oc;all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. OREGON End verticals not exposed to wind pressure. 14 'Zky 14,qe0� '-Self Ta04 Renewal 6/30/2022 11/11/2021 **WARNING*" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components ofCeegon.tr `*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P O 9oxd68 Trusses require extreme care in fabricating handlin shipping,installin and bracing. Refer to and follow the latest edition of BCSI(Buildingcome&us OR s7:13 Component Safety Information,by TPI and'SBCA)for safety practices priorp to perforing these functions. Installers shall provide teporar {so3}as7-zta bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63,B7 or B10, as applicable. Apply plates to each face oT truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildingg_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibility solely-tor the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-DDesigner per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Earth City,Missouri 63045 SEQN:224760/ GABL Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:lXaf71750005 7110 FROM:MG Qty: 1 Art Rutkin DrwNo: 315.21.1038.45236 Truss Label: EGE2 / RTT 11/11/2021 1 1 1"14 H w 5X5 H 1'4"-H A (TYP) B E T . . . 0 i Rill - 11 II II I . ME J ' F III3X7 G m 6X6 1/3X5 F 7'7"12 -I 7 7"12 7'7"12 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.004 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.009 D 999 240 J* 141 /- I- /71 /51 /- BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): -0.040 E - - J /-538 EXP:C Kzt:NA HORZ TL: 0.044 E - - P /-525 Des Ld: 51.00 Mean Height:34.48 ft ( ) NCBCLL: 0.00 Building Code: Creep Factor:2.0 Wind reactions based on MWFRS TCDL:6.0 psf J Br Wid=91.8 Min Re Soffit: 2.00 BCDL:3.6psf IBC 2018 Max TC CSI: 0.302 g q Bearing J is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.419 Spacing:32.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.478 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 A-B 2888-2891 B-E 1436 -1439 Lumber Wind Top chord 2x6 DF-L#2 Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 DF-L#2 member design. Chords Tens.Comp. Chords Tens. Comp. - Webs 2x4:DF-L Standard+DF-L Stud: End verticals not exposed to wind pressure, J-G 1436 -1434 G-F 2888 -2886 W2 2x4 DF-L#2; BracingAdditional Notes Maximum Web Forces Per Ply(Ibs) See DWGS A16030ENC160118&GBLLETIN0118 for Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint,equally spaced on gable wind bracing and other requirements. member. A-J 534 -695 A-F 2942 -2941 Truss must be installed as shown with top chord up. Plating Notes All plates are 1.5X4 except as noted Maximum Gable Forces Per Ply(Ibs) Gables Tens.Comp. Gables Tens. Comp. _ Loading M-B 723 -547 G-M 797 -603 Truss transfers a maximum horizontal load of 2905#( 380.00 plf)along top chord,from either direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End ED0.00 TC 0.00 7.64 PROF Case 1: 2905 3905 79.90 BC 0.00 7.65 O`�'c � G N ASS>O Truss designed to support 0-0-0 top chord outlookers (� �44 Z and cladding load not to exceed 2.00 PSF one face l(/ 83294PE 17 and 32.0"span opposite face.Top chord must not be It cut or notched,unless specified otherwise. Purlins In lieu of structural panels use purlins to brace all OREGON sloping TC @ 24"oc;all flat TC @ 24"oc. 75 Z `ZLY 14.2te QI 4S"ell TWA Renewal 8/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of SCSI(Building come lus OR s7„3 Component Safety Information,by TPI and SBCA)for safety practices pnor to performing these functions Installers shall provide temporary (503)357-2118 bracing per SCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3,87 or B10, as applicable Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE.drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of 3TW Buildin44Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the «"p truss in conformance with ANSI TPS 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely"or the design shown.The suitability and use of this drawing for any structure514 Earifl City Expressway is the responsibility of the Building-DDesigner per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Earth City,Missouri 63045 i. SEON:224764/ GABL Ply: 1 i Job Number: 0721001 Cust:R7175 Ant 1Xaf71750005 T107 FROM:MG Qty. 1 Art Rutkin DrwNo: 315.21.1038.44406 ,Truss Label: EGE3 / RTT 11/11/2021 5'3"2 102"12 15'2"6 20'2" 'S"4 25'190 30'1"4 H 5'3"2 - 4'11"10 4'11"10 I 4'11"10 3'4 4'8"6 f 4'11"10 1'4" 114X5 (NP� =4X5 =3X5 w3X54X5 11115X4(**) =3X5 1113X5 A D G I J M P R otNi \ o- o(a) o 0 0 o- n o o �T� o o- fl o- o- o a AJ✓(�iiii�iiii�iiiii---------------------S Ill3X7 AH AE AB Z Y V 1114X8 =4X5 1111.5X4(**) =3X5 =3X5 =3X5 =3X5 4X5 F 30'1"4 - 4'11"10 4'8"6 4 4'11"10 4'11"10 4'11"10 5'3"2 4'1190 I 9'8" 1"4 14'10"14 19'10"8 24'10"2 I 30'1"4 - Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.010 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.020 B 999 240 S* 141 /- /- /71 /51 /0 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.030 R - - AJ /-549 EXP:C Kzt:NA Des Ld: 51.00 Mean Height:34.48 ft HORZ(TL ): 0.033 R - - S /-447 NCBCLL: 0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL IBC 2018 Max TC CSI: 0.263 S Brg Wid=361 Min Req= - :3.6 psfBearing AJ is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.275 Spacing:32.0" C&C Dist a:3.01 ft Rep Fac:No Max Web CSI: 0.991 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 A-D 1900 -1854 J-M 1678 -1635 Lumber Wind D-G 1922 -1878 M-P 2005 -1968 G-I 1967 -1924 P-R 1881 -1881 Top chord 2x6 DF-L#2 Wind loads based on MWFRS with additional C&C I-J 1983 -1940 Bot chord 2x4 DF-L#2 member design. Webs 2x4:DF-L Standard+DF-L Stud: End verticals not exposed to wind pressure. Maximum Bot Chord Forces Per Ply(Ibs) Bracing Additional Notes Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint,equally spaced on See DWGS A16030ENC160118&GBLLETIN0118 for AJ-AH 1884 -1874 Z-Y 1621 -1592 member gable wind bracing and other requirements. AH-AE 1799-1757 Y-V 1606 -1572 Plating Notes Truss must be installed as shown with top chord up. AE-AB 1665 -1632 V-S 1714 -1661 AB-Z 909 -880 All plates are 1.5X4 except as noted. (**)2 plate(s)require special positioning.Refer to Maximum Web Forces Per Ply(lbs) scaled plate plot details for special positioning Webs Tens.Comp. Webs Tens. Comp. requirements A-AJ 552 -687 AB-I 475 -831 Loading A-AH 1959 -2003 I-Y 1873 -1941 Truss transfers a maximum horizontal load of AH-D 475 -924 Y-M 472 -866 11438#( 380.00 plf)along top chord,from either D-AE 1980 -2074 M-V 1879 -1953 direction,to supports where indicated.Diaphragm and CEO Po AE-G 482 -877 V-P 397 -821 connections are to be designed by Engineer of Record. ,��C. ss.0 G-AB 1897 -1974 P-S 1760 -1804 Drag Loads:Force(#) (PLF) Mbr Start End Gj Cy)N e O Case 1: 11438 380.00 TC 0.00 30.10 (� 4� F� y 11437 379.94 BC 0.00 30.10 :<(/ 83294PE t Truss designed to support 0-0-0 top chord outlookers -_-�.,., and cladding load not to exceed 2.00 PSF one face q , „ and 32.0"span opposite face.Top chord must not be cut or notched,unless specified otherwise. OREGON Purlins 73 J; In lieu of structural panels use purlins to brace all 4 VLY 14.0� (e'' sloping TC @ 24"oc;all flat TC @ 24"oc. *sell T a- Renewal 8/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.BOK46e Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cometius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,67 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to A LPI N E drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,,,,n.,,ro,,,,,,W truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional en ineering responsibility solelylor the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-DDesigner per ANSIITPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Earth City,Missouri 63045 SEQN:224766/ GABL Ply: 1 Job Number: 0721001 Cust:R7175 JRef 1Xaf71750005 T111 FROM:MG Qty: 5 Art Rutkin DrwNo: 315.21.1038.43849 Truss Label: EGE4 / RTT 11/11/2021 5'210 10'192 F 15'0"14 _I 20' 5'2"10 4'11"2 4'11"2 4'11"2 H81H 1114X5 h 14 -- =4F5 =4XX5 3X5 III3X5 L A (TYP) (a) 7- fil AL I a fl o a a a a 1113X7 U R P 1114X8 =4X5 =4X5 =4X5 1' 20' { 4'11"2 4'11"2 4'11"2 5'290 1-4 4'11"2 I- 9'10"4 I 14'9"6 I 20' { Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.009 J 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.018 J 999 240 M* 141 /- /- /71 /49 /- BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): -0.021 X - - X /-477 EXP:C Kzt:NA Des Ld: 51.00 Mean Height:30.55 ft HORZ(TL): 0.023 X - - AL /-407 NCBCLL: 0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.256 M Brg Wid=240 Min Req= - Load Duration:1.15 TPI Std: 2014 Max BC CSI: 0.270 Bearing X is a rigid surface. MWFRS Parallel Dist:h/2 to h Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.989 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 A-D 1887-1838 F-I 1975 -1936 Lumber Additional Notes D-F 1914 -1871 I-L 1863 -1865 Top chord 2x6 DF-L#2 See DWGS A16030ENC160118&GBLLETIN0118 for Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 DF-L#2 gable wind bracing and other requirements. Chords Tens.Comp. Chords Tens. Webs 2x4 DF-L Standard+DF-L Stud: Truss must be installed as shown with top chord up. Comp. Bracing X-U 1866 -1857 R-P 1641 -1609 U-R 1778 -1737 P-M 1710 -1656 (a)Continuous lateral restraint,equally spaced on member. Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. All plates are 1.5X4 except as noted. A-X 472 -648 R-F 454 -806 A-U 1926 -1983 F-P 1888 -1958 Loading U-D 464 -894 P-I 462 -802 Truss transfers a maximum horizontal load of D-R 1954 -2040 I-M 1742 -1790 7599#( 380.00 plf)along top chord,from either direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 7599 380.00 TC 0.00 20.00 ���EO RRop4... 7599 379.96 BC 0.00 20.00 Truss designed to support 0-0-0 top chord outlookers .� aG i M11 � i0 and cladding load not to exceed 2.00 PSF one face O 9 and 32.0"span opposite face.Top chord must not be �/ 83294PE cut or notched,unless specified otherwise. ft Purlins In lieu of structural panels use purlins to brace all pREGON sloping TC @ 24"oc;all flat TC @ 24"oc. 13 C Wind (,S SLY 14,26O� ,c0 Wind loads based on MWFRS with additional C&C sell Tar member design. Renewal 6/30/2022 End verticals not exposed to wind pressure. 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building came lus OR 87113 Component Safety Information,by TPI and SBCA)f safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.,Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10 as applicable. Apply plates to each face_of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_Components Group Inc.shall not.be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TR! 1, or for handling, shipping,_installation and bracing of trusses A seal on this drawing or cover page 514 Earth CityExpressway listing this drawing indicates acceptance of professional enneering responsibility solelyfor the design shown.The suitability and use of thisp y drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Earth City,Missouri 63045 v.,i,!tswvoe#lUf.Fcl`av veid✓! oNM<i,Yinrtav"mmasvod.Mlw,v.vo./wli,om/l:.!'.mw dit£mDv.r#turrY£d.,,i, -H.v.a..r.W .viv,.ivwi iv..nFhal. srf.m.va.....mx.exrr»:./rMwB+r.,:azuroan.,.... .".v...iw,..,ananvuertn, x.,,, m., SEQN:224769/ GABL I Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1Xaf71750005 7114 ' FROM:MG Qty: 1 Art Rutkin DrwNo: 315.21.1038.43598 Truss Label: EGE5 / RTT 11/11/2021 5'9"5 11'0"2 16'4"7 21'8"12 F 5'9"5 I 5'2"13 { { 5'4"5 5'4"5 {- 1'6"6+------ 2'8"-- -{ (TYP) 5X5 w 3X10 =4X5=4X5 =4X5 1113X5 A (a) C (a) E F (a) H (a) J T B r _ AB _ 1 T///// /�////�/// ///K 1113X7 R P N M III4X8 =4X5 =3X10 =3X5 =4X5 1 21'8"12 5'4"5 5'2"13 5'5"13 57"13 5'4"5 10'7"2 +- - 16'0"15 21'8"12 Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc Lldefl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.014 I 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.027 I 999 240 K* 141 /- /- /71 /49 /0 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.030 J - - T /-496 EXP:C Kzt:NA Des Ld: 51.00 HORZ TL: 0.033 J - - AB /-384 ( ) Mean Height:30.55 ft Wind reactions based on MWFRS NCBCLL: 0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Soffit: 2.00 IBC 2018 Max TC CSI: 0.358 K Brg Wid=260 Min Reg= - BCDL:3.6 psf Bearing T is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.300 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.809 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 A-C 2067 -2011 F-H 2157 -2114 Lumber Additional Notes C-E 2098 -2049 H-J 2024 -2030 E-F 444 -397 Top chord 2x6 DF-L#2 See DWGS Al6030ENC160118&GBLLETIN0118 for Bot chord 2x4 DF-L#2 gable wind bracing and other requirements. Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 DF-L Standard+DF-L Stud. Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp. Bracing T-R 2030-ATLU N-M 1792 -1752 (a)Continuous lateral restraint,equally spaced on R-P 1936 -1891 M-K 1866 -1805 member. P-N 1002 -963 Plating Notes All plates are 1.5X4 except as noted Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Loading A-T 492 -674 P-F 455 -855 Truss transfers a maximum horizontal load of A-R 2082-2152 F-M 2031 -2120 8256#( 380.00 plf)along top chord,from either R-C 507 -904 M-H 516 -809 direction,to supports where indicated.Diaphragm and C-P 2108 -2209 H-K 1879 -1935 connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 8256 380.00 TC 0.00 21.73 �e9 PROFF 8256 379.95 BC 0.00 21.73 A. tSs Truss designed to support 0-0-0 top chord outlookers .fp aG(N FF O and cladding load not to exceed 2.00 PSF one face fft � g3294PE and 32.0"span opposite face.Top chord must not be cut or notched,unless specified otherwise. Purlins In lieu of structural panels use purlins to brace allN sloping TC @ 24"oc:all flat TC @ 24"oc. II `V1-Y 14, Qr 26co Wind < Wind loads based on MWFRS with additional C&C Gesell Taro member design. Renewal 6/30/2022 End verticals not exposed to wind pressure. 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin ,shipping,installn and bracing. Refer to and follow the latest edition of BCSI(BuildingCornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety actices priorp to perforing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, ..411111 . as applicable. Appl plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing,indicates acceptance of professional engineering responsibility solely'for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSIITPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw-corn;TPI:tpinst orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc orq Earth City,Missouri 63045 SEQN:224151/ MONO Ply: 1 Job Number: 0721001 Cust:R7175 JRef:1Xaf71750005 T4 / FROM:MG Qty: 1 Art Rutkin DrwNo: 315.21.1038.44565 Truss Label: F / RTT 11/11/2021 3'0"5 7'9"4 12'8'10 17'5"10 18'" 22'0"3 26'8"3 31'4"3 36'2"3 3'0"5 4'8"15 4'11"6 I 4'9" 11'066 3,6"3 4'8" 4'8" 4'10" 5X5 T 12 T2 I 1.81 , H a) 'W17 .4X5 G _ "-� N =3X10 F _ K m4X12 E D !tf ��. L 5X7 4X5 i! C M IIIA3X5 B �" N - T O =_3X10 i��_ P -6x8 io 1. w Q _4x8 . 1.81 i- 12 - - S ' R Ill1.5X4 A 12'5"7 A 23'8"12 ---1 7"4 4'8"15 4'8"15 4'9"13 4'6"12 4'9"7 4'8" 4'6"4 7"II4 �4 I- 7'5'12 I 12'2"11 17'0"8 21'7"4 26'4'11 I 31'0"11 35'6"15 I36'2"3 2'1"9II F' 2'8"13 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.232 M 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.468 M 613 240 S 566 /-100 I- /146 /- /268 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.041 L - - P 3414 /- /- /1719 /607 /- EXP:C Kzt:NA HORZ TL: 0.081 L - - T 1420 /- /- /703 /251 /- Des Ld: 51.00 Mean Height:17.92 ft ( ) 9 Wind reactions based on MWFRS NCBCLL: 0.00 Building Code: Creep Factor:2.0 TCDL:6.0 psf S Brg Wid=7.3 Min Req= 1.5 Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.653 P Brg Wid=5.5 Min Req= 3.2 Load Duration:1 15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.964 RepFac:No Max Web CSI: 0.778 T Brg Wid=7.3 Min Req= 1.5 Spacing:32.0" C&C Dist a:4.77 ft Bearings S,P,&T are a rigid surface. Loc.from endwall:Any FT/RT:4(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 Chords Tens.Comp. Chords Tens. Comp. _ Lumber A-B 312 -709 E-F 903 -3653 Top chord 2x6 DF-L SS T2 2x6 DF-L#2; B-C 1641 -411 F-G 911 -3630 Bot chord 2x4 DF-L#2 C-D 3900 -1335 G-H 1193 -4455 Webs 2x4:DF-L Standard+DF-L Stud:W1, D-E 69 -956 H-I 925 -3409 W7 2x6 DF-L#2;W8,W10 2x4 DF-L#2; W17 2x8 DF-L#2; Maximum Bot Chord Forces Per Ply(Ibs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint,equally spaced on R-Q 741 -378 N-M 3735 -1122 member. Q-P 201 -1700 M-L 4442 -1327 Plating Notes P-O 886-3289 L-K 3304 -988 O-N 1112 -345 All plates are 3X5 except as noted. Purlins Maximum Web Forces Per Ply(lbs) In lieu of structural panels use purlins to brace TC @ Webs Tens.Comp. Webs Tens. Comp. 24"oc. A-S 115 -549 O-E 491 -1474 Wind A-R 731 -322 E-N 2587 -740 9PROF B-Q 471 -1303 N-G 324 -888 Wind loads based on MWFRS with additional C&C 4" Fss Q-C 542 -117 G-M 725 191 member design. NC? k/NXG I�e�'P /0 P-D 778 -2416 7 LI-I 483 1-667 3 End verticals not exposed to wind pressure. (9 Wind loading based on both gable and hip roof types. �1G/ 83294PE 9 x D-O 4097 -1168 I-K 958 -3217 Additional Notes Shim all supports to solid bearing. ..r� OREGON ~ ICY 14,20q. C (0 *sell T a 0 6 Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,instalen and bracing. Refer to and follow the latest edition of BCSI(BuildingCornelius OR 97113 Component Safety Information,by TPI and SBCA)few safety actices p9ior to'performing these functions. Installers shall provide temporary (503}357-21 to bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached hold ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Apply aIates to each face.of truss and position as shown above and on the Joint-Details., unless noted otherwise. Refer to ALPINE. drawings 160A-Z for standard plate positions.Refer to lobs General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc-shall not be responsible for any deviation from this drawing,any failure to build the mwwnnr truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawi *ns ng or cover page 514 Earth City Expressway listing this drawing,indicates acceptance of professional enalneertng responsibility sotelylor the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SRCA:sbcacomponents-com;ICC:iccsafe.org;AWC:awc.org Earth City,Missouri 63045 wxtr[vhaara»sawav#ias fV#Ml/[.L+ateuvEMfMNfaFW U r.+,. SEQN:224144/ MONO Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1Xaf71750005 T3 / FROM:MG Qty: 1 Art Rutkin ,DrwNo: 315.21.1038.42833 Truss Label: F1 1 / RTT 11/11/2021 28'1,1"10 1'6'7 6'4 5'2'12 7'8"14 9'11"12 14'10'2 19'8"1 24'5"1 27'5'3 337"10 38'310 43'1'10 I614 4'8'8 I 2'6'11 2'2"1I4 4'10'6 4'9"15 4'9" 3'0'2 4'8" -I 4'8" 4'10" w 5X5 L K (a 1.81 12 •W19 T =_4X12 w3X10 =5X7 1 J .-�-' zvis TF G ��= W M -3r0 s7j© N =5X7 -SX5 _4p5 E a ir! i!� O ro p =H0508 w4X12 B p � Q =3X10 0 ? A '-� R- 3X10 tO IIT �':c S =4X8 , Wti T =5X5 __--, 1.81 _L _J U 12 V =H0310 1 19'4"14 * 23'8"12 i I7"4 4'2"5 4'10"10 _I 4'8"13 _I 4'9'1 _I 4'8'9 _I 4'8' I 4'9"5 -I 4'8"2 I 4'6'4 1714 171,4 4'9"9 9'8"4 14'5"1 19'2"2 23'10'11 28'6'11 33'4" 38'0'2 42'6'6 4 '1"10 Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.214 0 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.461 0 623 240 V 1087 /- /- /465 /92 /317 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.045 N - - R 3819 /- /- /1923 /664 /- EXP:C Kzt:NA Des Ld: 51.00 Mean Height:17.40 ft HORZ(TL): 0.088 N - - W 1412 /- /- /677 /238 /- NCBCLL: 0.00 TCDL:6.0 psf Building Code: Creep Factor 2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:3.6psf IBC 2018 Max TC CSI: 0.746 V Brg Wid=7.3 Min Req= 1.5 R Brg Wid=5.5 Min Req= 3.6 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.903 Spacing:32.0" C&C Dist a:4.77 ft Rep Fac:No Max Web CSI: 0.965 W Brg Wid=7.3 Min Req= 1.5 Bearings V,R,& surface area rigid Loc.from endwall:Any FT/RT:4(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE,HS VIEW Ver:20.02.00A.1020.21 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 473 -2329 F-G 614 -859 Top chord 2x6 DF-L#2 T2 2x6 DF-L SS; B-C 340 -2435 G-H 756 -3584 Bot chord 2x4 DF-L#2 C-D 345 -2387 H-I 759 -3524 Webs 2x4:DF-L Standard+DF-L Stud:W1, D-E 1583 -615 I-J 1085 -4408 W9 2x6 DF-L#2;W 10,W 12 2x4 DF-L#2; W19 2x8 DF-L#2; E-F 4608 -1551 J-K 866 -3384 Bracing Maximum Bot Chord Forces Per Ply(Ibs) (a)Continuous lateral restraint,equally spaced on Chords Tens.Comp. Chords Tens. Comp. member. V-U 54 -442 Q-P 1015 -515 Plating Notes U-T 2385 -909 P-O 3668 -971 All plates are 3X5 except as noted. T-S 2382 -696 O-N 4396 -1220 S-R 479 -1653 N-M 3280 -931 Purlins R-Q 1099 -3979 In lieu of structural panels use purlins to brace TC @ 24"oc. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Wind 'il.I0 PROpS A-V 262-1045 F-Q 4146 -1187 Wind loads based on MWFRS with additional C&C .(G Ss,/ A-U 2244 -439 Q-G 499 -1498 member design. ��� �GINEF 02 U-B 204 -685 G-P 2738 -782 End verticals not exposed to wind pressure. (V 83294PE 9 B-T 211 -562 P-I 339 -943 Wind loading based on both gable and hip roof types. +x ,/'`., <„ ., D-S 749 -2231 I-O 860 -233 S-E 869 -219 J-N 288 -1061 Additional Notes F-R 1212 -3799 N-K 475 -49 Shim all supports to solid bearing. R-F 793 -2486 K-M 901 -3194 OREGON 134 SOY14,26 Q/ Ssett Tao •t Renewal 6/30/2022 11/1 t/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing- Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 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 AppTy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to A.04116 . LPINE. drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildin Components Group Inc.shall not,be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping.,installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Earth City,Missouri 63045 SEQN:2242181 MONO Ply: 1 Job Number: 0721001 Cust:R7175 JRef:1Xaf71750005 T9 / FROM:MG Qty: 7 Art Rutkin DrwNo: 315.21.1038.44517 Truss Label: F2 / RTT 11/11/2021 33'4"8 1'11'6'7 5'0"2 9'8"11 121"1214'6"112 19'3"6 24'0"15 I 28'9"15 31'10"1 38'0"8I 42'8"8I 47'6"8I -f- I "" f- " 502 4810 251' 25 4810 499 49 302 48 48 410 s4X5 M - L (a T 1.81 c- =_4X12 K 'W21 ro)1a T2 =3X10 =5X7 J _ -_°��y - -- H is �l=- N =3F10 (a G _�,il O X7 Y o _5X7 =3E (a r(F�► P E _�W 0 W _ 2n B C D i! r.� �� R _3 10 =5X7 v A 8 ice'"= =4X12 =3X12 p _ '�!_ T l _!_ U =5X7 0 1.81 W 12 1- -1 X =-3X10 r 23'9"12 1 23'8'12 - -i 15'13 4'1"10_1 410"1 _1 4'8"1 0 _I 4'8"8 I 4'8"4 I 4'8"" _1 4'9" 4'9"5 4 8"2 4'6"4 17"4 "8 4'7 2 9'5"3 14'1 13 18'10"5 23'6"9 28'2 9 32'11"9 37'8 14 42'5" 46'11"4 4 '6"8 Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc Udefl Li# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.191 P 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.473 C 598 240 X 1496 /- /- /630 /140 /348 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.051 0 - - S 4278 /- /- /2107 /719 /- EXP:C Kzt:NA Des Ld: 51.00 HORZ(TL): 0.122 U - - Y 1389 /- /- /645 /225 /- Mean Height:17.07 ft BuildingCode: CreepFactor:2.0 Wind reactions based on MWFRS NCBCLL: 0.00 TCDL:6.0 psf Soffit: 2.00 IBC 2018 Max TC CSI: 0.858 X Brg Wid=5.5 Min Req= 1.6 BCDL:3.6 psf S Brg Wid=5.5 Min Req=4.1 Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.922 Y Brg Wid=7.3 Min Req= 1.5 Spacing:32.0" C&C Dist a:4.75 ft Rep Fac:No Max Web CSI: 0.827 Bearings X,S,&Y are a rigid surface. Loc.from endwall:Any FT/RT:4(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 Chords Tens.Comp. Chords Tens. Comp. Lumber Additional Notes A-B 739-3468 G-H 1661 -591 Top chord 2x6 DF-L#2 T2 2x6 DF-L SS; WARNING:Furnish a copy of this DWG to the B-C 913-4558 H-I 577 -3381 Bot chord 2x4 DF-L#2 installation contractor.Special care must be taken C-D 532-3645 I-J 581 -3322 Webs 2x4:DF-L Standard+DF-L Stud:W2,W10, during handling,shipping and installation of trusses. D-E 537-3601 J-K 960 -4271 W 12,W 14 2x4 DF-L#2;W 11 2x6 DF-L#2; See"WARNING"note below. E-F 1603 -702 K-L 799 -3313 W21 2x8 DF-L.#2; Shim all sup ports to solid bearing.. F-G 5671 -1826 Bracing (a)Continuous lateral restraint,equally spaced on Maximum Bot Chord Forces Per Ply(Ibs) member. Chords Tens.Comp. Chords Tens. Comp. Special Loads X-W 26 -481 S-R 1371 -5040 W-V 3590-1234 R-Q 750 -1551 -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) V-U 4551 -1323 0-P 3469 -795 TC:From 121 plf at 0.00 to 121 plf at 47.54 U-T 3549 -876 P-0 4262 -1098 BC:From 16 plf at 0.00 to 16 plf at 46.94 T-S 501 -1689 O-N 3212 867 TC: 100 lb Conc.Load at 4.00,8.00,15.50,19.50 Plating Notes Maximum Web Forces Per Ply(lbs) All plates are 3X5 except as noted. PR Op Webs Tens.Comp. Webs Tens. Comp. � S Purlins is. ssa A-W 3431 -713 S-G 810 -2558 5 GIHF• �� X-A 353 -1457 G-R 4308 -1230 In lieu of structural panels use purlins to brace TC @ 0N l� 24"oc. 83294PE W-B 306 -1129 R-H 516 -1559 B-V 933 -80 H-Q 2913 -831 Wind C-U 437 -1214 Q-J 357 -1008 "'di ; U-E 530 -114 J-P 1063 -285 Wind loads based on MWFRS with additional C&C E-T 978 -3210 K-O 231 998 member design. T-F 1236 -307 O-L 451 28 End verticals not exposed to wind pressure. OREGON F-S 1433-5017 L-N 451837 -3127 Wind loading based on both gable and hip roof types. 13 `VLY 14,204 e� Sell Tao Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc **IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.aox4sa Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)f safety practices prior to performing these functions. Installers shall provide temporary (503)357-2110 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. 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-2 for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIff PI 1, or for handling, shipping,,installation and bracing of trusses- A seal on this drawingg or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibility solelylor the design shown.The suitability and use of this p y drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2 Suite 242 For more information see these wet)sites:Alpine:alpineitw.com;WI:tplrlst.org;SBCA:sOcacomponents.com;ICC:iccsafe.org;AWC:awc.org Earth City,Missouri 63045 SEON:224221/ MONO Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1Xaf71 750005 T7 I FROM:MG Qty: 4 Art Rutkin DrwNo: 315.21.1038.45048 Truss Label: F3 / RTT 11/11/2021 33'4"8 I_1V11 5'0"2 9'8"11 12'17 14'5"5 19'3'6 24'0"15 28'9'15 31713 38'0"8 42'8'8 45'6' F 5'0'2 4'8"I0 I 2'4"12 2'3"1I3 4'10"1 I 4'9"9 4'9" I 2'11"1 4'8" 4'8" 2'10" 1111.55 A4 - L 1.81 0 =4X12 -5X7 J K i w21 z.�13 T2 =3X10 -SXS =3F10 (a G _ Zi�`► __ O -4X5N o -5X5 E (a ��� O -5X5 to C � `- ��-� R -3X10 "' ' =3x7 B - -1- =-3X10 ro •- A -'�= T 5X7 tO T -'= U =5X7 111.7 --'�r__ V o 1.81 1 1 W 12 X -3X10 1 23'9'12 1 21'B'12 1 18 4'1'10 I 4'109 4'810 4'8"8 4'811 48'9 48' 49'5 I 48'2 I 28'" 8 473 9'5"3 14'1"13 18'10'5 23'7 28'3.9 32'11"9 37'8'14 42'5' 451 8 4'6"8 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.198 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.443 C 639 240 X 1393 /- /- /651 /212 /333 BCDL: 6.00 Risk Category:Ill Snow Duration:1.15 HORZ(LL): 0.051 U - - S 4030 /- /- /2012 /684 /- Des Ld: 51.00 EXP:C Kzt:NA HORZ(TL): 0.114 U - - N 1269 /- /- /579 /200 /- Mean Height:16.91 ft BuildingWind reactions based on MWFRS NCBCLL: 0.00 TCDL.6.0psf Code: Creep Factor:2.0 IBC 2018 Max TC CSI: 0.793 X Brg Wid=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:3.6 psf S Brg Wid=5.5 Min Req= 3.9 Load Duration:1,15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.860 Spacing:32.0" C&C Dist a:4.55 ft Rep Fac:No Max Web CSI: 0.958 N Brg Wid=5.5 Min Req= 1.5 p g Bearings X,S,&N are a rigid surface. Loc.from endwall:Any FT/RT:4(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 Chords Tens.Comp. Chords Tens. Comp. Lumber Additional Notes A_B 773 -3169 G-H 1397 -895 Top chord 2x6 DF-L#2 T2 2x6 DF-L SS; WARNING:Furnish a copy of this DWG to the B-C 982 -4236 H-I 509 -3146 Bot chord 2x4 DF-L#2 installation contractor.Special care must be taken C-ID 638-3424 I-J 513 -3075 Webs 2x4:DF-L Standard+DF-L Stud:W2,W12, during handling,shipping and installation of trusses. D-E 644-3378 J-K 770 -3514 W14 2x4 DF-L#2;W11,W21 2x6 DF-L#2; See"WARNING"note below. E-F 1167 -684 K-L 491 -2109 Shim all supports to solid bearing. F-G 4952-1640 Bracing (a)Continuous lateral restraint,equally spaced on member. Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Special Loads X-W 25 -461 S-R 1217 -4341 -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac..1.15) W-V 3276 -1249 R-Q 1034 -1298 TC:From 121 plf at 0.00 to 121 plf at 45.54 V-U 4232-1374 Q-P 3195 -700 BC:From 16 plf at 0.00 to 16 plf at 45.08 U-T 3330 -963 P-O 3483 882 TC: 100 lb Conc.Load at 25.75,29.75 T-S 502 -1248 O-N 1984 -529 Plating Notes All plates are 3X5 except as noted. Maximum Web Forces Per Ply(Ibs) P��EO ROFFS Webs Tens.Comp. Webs Tens. Comp. Purlins 'c "-V A-X 365-1354 S-G 763 -2505 In lieu of structural panels use purlins to brace TC @ �� ��G I N E- , Q A-W 3131 -747 G-R 4058 -1109 24"oc. jUO 83294PE 9 W-B 318 -1022 R-H 471 -1467 Wind LC _ - •. B-V 929 -116 H-Q 2510 -712 57 Wind loads based on MWFRS with additional C&C C-U 401 -1074 Q-J 312 -168 member design. U-E 480 -101 J-P 632 168 E-T 945-2956 K-O 345 -1431 End verticals not exposed to wind pressure. OREGON T-F 1141 -294 0-L 606 -86 Wind loading based on both gable and hip roof types `�/Ly 14 2e� QC F-S 1390-4478 L-N 560 -2110 4s6r elf TaoCg Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracmq 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 Join tfDetails, unless noted otherwise. Refer to A LPI N E drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,„. truss in conformance with ANSI/TPI 1, or for handling, shipping,.installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing,indicates acceptance of professional engmeenng responsibility solely/or the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. For more information see these web sites:Alpine-alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Earth City,Missouri 63045 .r r. .u" tNisrxfd '.t✓Hrali.lNNiM/.tiV!}{/� "it/iNi(W tl tftivuii�ii it/x<s+ie SEQN:224223/ MONO Ply: 1 1 Job Number: 0721001 Cost R7175 JRef:1Xaf71750005 T10 I FROM:MG Qty: 7 Art Rutkin DrwNo: 315.21.1038.45999 Truss Label: F4 I RTT 11/11/2021 33'4"8 1'6 11 5'0'2 9'8"11 12'1"II7 14'5"5 19'3'6 24'0'15 28'9"15 31'9"1 38'0"8 42'8'8 45'6" �_- 5'0"2 4'8"10 2'4"1'2 2'3"1I3 4'10"1 4'9"9 -� 4'9" I 2'11"1 4'8" -I 4'8" I 2'10"� 1111.X4 M T L TT 1.81 0 =3X12 =_5X7 K 'W21 �113 T2 =-3H10 ; J -i� a. - - =3F10 (a G l� �---..n11111111111111110 =4XSN o .5X5 _SES (a i�'�.'•S�� P ie C D -�__� =3 QO =_5X5 m =3X7 6 �� ^ - ' =_3X10 A - -= T =5X7 it -- � V U =5X7 1.81 W 12 - - X =3X10 1^-- 23'9'12 1 21'8"12 1 I5"8 4'1"10 4'10'1 I 4'8"10 I 4'8"8 4'8"11 I 4'8"9 4'8" 4'9"5 48.2 28" I I I " ) " I 15*8 4'7"3 953 14'1"13 18105 237 2839 32119 37814 425 451 8 4 '6"8 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in roc L/defl u# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27 0(specified) Ce:1.0 VERT(LL): 0.198 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.443 C 639 240 X 1393 /- /- /651 /149 /333 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.051 U - - S 3996 /- /- /2012 /684 /- EXP:C Kzt:NA Des Ld: 51.00 Mean Height:16.91 ft HORZ(TL): 0.114 U - - N 1269 /- /- /579 /200 /- NCBCLL: 0.00 Building Code: Creep Factor:2.0 Wind reactions based on MWFRS TCDL:6.0 psf X BrgWid=5.5 Min Req1.5 Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.788 = Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.860 S Brg Wid=5.5 Min Req= 3.8 Spacing:32.0" C&C Dist a:4.55 ft Rep Fac:No Max Web CSI: 0.958 N Brg Wid=5.5 Min Req= 1.5 Loc. Bearings X,S.&N are a rigid surface. from endwall:Any FT/RT:4(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 773-3169 G-H 1397 -745 Top chord 2x6 DF-L#2 T2 2x6 DF-L SS; B-C 982 -4236 H-I 509 -3079 Bot chord 2x4 DF-L#2 C-D 638-3424 I-J 513 -3020 Webs 2x4:DF-L Standard+DF-L Stud:W2,W12, D-E 644 -3378 J-K 770 -3514 W14 2x4 DF-L#2;W11,W21 2x6 DF-L#2; E-F 1109 -684 K-L 491 -2109 Bracing F-G 4952-1640 (a)Continuous lateral restraint,equally spaced on member. Maximum Bot Chord Forces Per Ply(ibs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes X-W 25 -461 S-R 1217 -4341 All plates are 3X5 except as noted. W-V 3276-1249 R-Q 882 -1298 Purlins V-U 4232-1374 Q-P 3144 -700 U-T 3330 -963 P-0 3483 -882 In lieu of structural panels use purlins to brace TC @ T-S 502 -1189 O-N 1984 -529 24"oc. Wind Maximum Web Forces Per Ply(Ibs) Wind loads based on MWFRS with additional C&C ��ED PROFFS Webs Tens.Comp. Webs Tens. Comp. member design. '( G 1 N S� A-X 365-1354 S-G 763 -2404 End verticals not exposed to wind pressure. �J Ebb A-W 3131 -747 G-R 3904 -1109 Wind loading based on both gable and hip roof types. 1././ 83294PE 11 9 W-B 318-1022 R-H 471 -1409 1 B-V 929 -114 H-Q 2510 -712 Additional Notes `," ""'" C-U 401 -1074 Q-J 312 -857 WARNING:Furnish a copy of this DWG to the , U-E 480 -101 J-P 632 -168 installation contractor.Special care must be taken E-T 945 -2956 K-O 345 -1428 during handling,shipping and installation of trusses. OREGON T-F 1141 -294 O-L 605 -86 See"WARNING"note below. 14 C F-S 1390 -4478 L-N 560 -2110 Shim all supports to solid bearing. SLY 14,g0ti� co 4` 0eII Tan' Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.aox46a 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)toi safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, ��as applicable. Apply plates to each face of truss and position as shown above and on the Joini-Details, unless noted otherwise. Refer to ALPINE drawings 160A-2 for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc-shall not be responsible for any deviation from this drawing,any failure to build the "IV COMPANY truss in conformance with ANSITI PI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional on sneering responsibility solely-or the design shown-The suitabilify and use of this 514 Earth City Expressway drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orr•AWC:awc.or' Earth City,Missouri 63045 6 SEON:224225/ MONO Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1 Xaf71750005 Ta / FROM:MG Qty: 1 Art Rutkin DrwNo: 315.21.1038.44595 Truss Label: F5 I / RTT 11/11/2021 33'4'8 f'-1'66 11 5'0-2 9'891 12'1"II7 14'5"5 19'3'6 24'0'15 28'995 31'9" 38'0'8 42'8'8 45'6' �- 5'0"2 I 4'8'10 I 1 2'4"1'2 2'3'1'3 4'10'1 I 4'9'9 4'9" 2'11"1b �' 4'8" I 4'8" 2'10" -4X5 1111.5 A4 T L r 1.81 0 =-4X12 _3X10 =5X7 J K i W21 m)r� T2 I !�H , t+ta � - -3F10 (a G 7i�- - O e4X5N o =5X5 ,5E5 (a j IIII O -5X5 Ea C O �:1- R =3X10 n =3X7 B ~ ��� =3X12 io A ice= T =_5X7 T - rn7 ._!.- V U =5X7 0 1.81 - 1 - w t2 X -3X10 r 23'9"12 1 21'8"12 A ITS 4'1'10 I 4'10.1 I 4'8"10 4'8"8 _ 4'8"11 I 47"9 4'9" 4'9"5 _f 4'8'2 2'8"" I s 8 47'3 9'5"3 14'1"13 18'10'5 23'7" 28'2 9 32'11'9 37'8"14 42'5' 45'1 8 4'6"8 Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.198 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.443 C 639 240 X 1393 /- /- /651 /215 /333 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.051 U - - S 4050 /- /- /2012 /684 /- EXP:C Kzt:NA HORZ TL: 0.114 U - - N 1432 /- /- /579 /200 /- Des Ld: 51.00 Mean Height:16.91 ft ( ) Wind reactions based on MWFRS NCBCLL: 0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Soffit: 2.00 IBC 2018 Max TC CSI: 0.795 X Brg Wid=5.5 Min Req= 1.5 BCDL:3.6 psf S Brg Wid=5.5 Min Req= 3.9 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.860 Spacing:32.0" C&C Dist a:4.55 ft Rep Fac:No Max Web CSI: 0.958 N Brg Wid=5.5 Min Req= 1.5 P 9 Bearings X,S,&N are a rigid surface. Loc.from endwall:Any FT/RT:4(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 Chords Tens.Comp. Chords Tens. Comp. Lumber Additional Notes A-B 773-3169 G-H 1397 -933 Top chord 2x6 DF-L#2 T2 2x6 DF-L SS; WARNING:Furnish a copy of this DWG to the B-C 982 -4236 H-I 509 -3383 Bot chord 2x4 DF-L#2 installation contractor.Special care must be taken C-D 638 -3424 I-J 513 -3327 Webs 2x4:DF-L Standard+DF-L Stud:W2,W12, during handling,shipping and installation of trusses. D-E 644-3378 J-K 770 -3779 W14 2x4 DF-L#2;W 11,W21 2x6 DF-L#2; See"WARNING"note below. E-F 1258 -684 K-L 491 -2313 Shim all supports to solid bearing. F-G 5023-1640 Bracing (a)Continuous lateral restraint,equally spaced on member. Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Special Loads X-W 25 -461 S-R 1217 -4389 (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) W-V 3276-1249 R-Q 1089 -1298 TC:From 121 plf at 0.00 to 121 plf at 45.54 V-U 4232 -1374 Q-P 3451 -700 BC:From 16 plf at 0.00 to 16 plf at 45.08 U-T 3330 -963 P-O 3748 -882 TC: 100 lb Conc.Load at 28.25,32.25,40.75,44.75 T-S 502-1340 O-N 2182 -529 Plating Notes All plates are 3X5 except as noted. Maximum Web Forces Per Ply(Ibs) ep PROF- Webs Tens.Comp. Webs Tens. Comp. Purlins Ak. Fs A-X 365-1354 S-G 763 -2511 In lieu of structural panels use purlins to brace TC @ CO ,�G 1 N e �O A-W 3131 -747 G-R 4230 -1109 24"oc. �? !G Z W-B 318-1022 R-H 471 -1532 1(/ ,=83294PE 9 B-V 929 -124 H-Q 2583 -712 Wind �...,..- ' "' C-U 401 -1084 Q-J 312 -885 Wind loads based on MWFRS with additional C&C " U-E 484 -101 J-P 632 168 member design. E-T 945-2956 K-O 345 -1492 End verticals not exposed to wind pressure. OREGON T-F 1141 -294 0-L 628 -86 Wind loading based on both gable and hip roof types e F-S 1390 -4478 L-N 560 -2320 *Sell Tan04 Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Ore9on,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installin and bracing.. Refer to and follow the latest edition of BCSI(BuildingCornelius OR 97113 Component Safety Information,by TPI and SBCA)f safety actices Drrior to perforng these functions. Installers shall provide temporary Iso31357-z115 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinEDetails, unless noted otherwise Refer to A LPI N E drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping,_installation and bracing of trusses. A seal on this drawing or cover pagqe 514 Earth City Expressway listing this drawing,indicates acceptance of professional engineering responsibilityy solelyTor the design shown.The suitabiIif and use of this Suite 242 drawing for any structure is the responsibility of the Building-Designer per ANSI/TFI 1 Sec.2. For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Earth City,Missouri 63045 SEQN:224228/ MONO Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1Xaf71750005 T5 / FROM:MG Qty: 3 Art Rutkin DrwNo: 315.21.1038.43597 Truss Label: F6 / RTT 11/11/2021 I 33'4"8 1'6 7 5'0"2 9'8"11 12'1'1214'5"5 19'3"6 24'0"15 28'9"15 31'10"1 38'0"8 42'9"15 47'6"8 I 5,0"2 I- 4'8"10 2'5" 2'3"� 4'10"1 -I- 4,9"9 I 4'9" 3'0"2" I- 4'8" 4'9'7 I 4'8"9 -I a III2X4 -3X10 L (a 1.81 0 -4X12 -3X10 =5X7 J K - 1 W21 rT T2 H �e �_" y_N - -3X10 (a �1. r Q =5X7 0 5X7 -5E5 (a F �1 11 P .- C D l �� Q -H0508 _ B p ��,!- R -3X10 b A 7 - 5X7I =4X12 n .�_ T �r - 11! V U -5X7 0 1.81 W 12 X -3X10 23'9"12 1 23'8"12 i I5"8 4'1"10 I 4'10"1 I 4'8"10 4'8"8 4'8"11 _I 4 7"9 I 4 9" 4'9"5 I 4 8"2 I 4 8" 158 �5 8 4'7 2 9'5"3 14'1 13 18'10"5 23'7" 28'2"9 32'11-9 37'8"14 42'5' 47'1" 4 '6"8 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.195 P 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.487 P 589 240 X 1378 /- /- /631 /212 /348 BCDL: 6.00 Risk Category:Ill Snow Duration:1.15 HORZ(LL): 0.052 0 - - S 4260 /- /- /2106 /718 /- EXP:C Kzt:NA Des Ld: 51.00 Mean Height:17.07 ft HORZ(TL): 0.111 U - - Y 1526 /- /- /648 /224 /- NCBCLL: 0.00 Building Code: Creep Factor 2.0 Wind reactions based on MWFRS TCDL:6.0 psf X BrgWid=5.5 Min Req1.5 Soffit 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.864 = Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.939 S Brg Wid=5.5 Min Req=4.1 Y Brg Wid=5.5 Min Req= 1.5 Spacing:32.0" C&C Dist a:4.75 ft Rep Fac:No Max Web CSI: 0.978 Bearings X,S,&Y are a rigid surface. Loc.from endwall:Any FT/RT:4(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE,HS VIEW Ver:20.02.00A.1020.21 Chords Tens.Comp. Chords Tens. Comp. Lumber Additional Notes A-B 740-3126 G-H 1438 -771 Top chord 2x6 DF-L#2 T2 2x6 DF-L SS; WARNING:Furnish a copy of this DWG to the B-C 915-4151 H-I 580 -3727 Bot chord 2x4 DF-L#2 installation contractor.Special care must be taken C-D 536 -3296 I-J 584 -3670 Webs 2x4:DF-L Standard+DF-L Stud:W2,W12, during handling,shipping and installation of trusses. D-E 541 -3250 J-K 962 -4623 W14 2x4 DF-L#2;W 11,W21 2x6 DF-L#2; See"WARNING"note below. E-F 1805 -513 K-L 802 -3665 Bracing Shim all supports to solid bearing. F-G 5636-1817 (a)Continuous lateral restraint,equally spaced on member. Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Special Loads X-W 26 -481 S-R 1361 -4959 ----(Lumber Dur.Fac..1.15/Plate Dur.Fac.=1.15) W-V 3231 -1235 R-Q 950 -1331 TC:From 121 plf at 0.00 to 121 pit at 47.54 V-U 4145 -1326 Q-P 3821 798 BC:From 16 plf at 0.00 to 16 plf at 47.08 U-T 3201 -880 P-O 4615 -1099 TC: 100 lb Conc.Load at 28.25,32.25,40.75,44.75 T-S 329-1894 0-N 3563 870 Plating Notes All plates are 3X5 except as noted. Maximum Web Forces Per Ply(Ibs) Purlins QED pR°FF Webs Tens.Comp. Webs Tens. Comp. < ssi A-X 354-1339 S-G 812 -2692 In lieu of structural panels use purlins to brace TC @ CO I N / 24"oc. �� r1 G F� A-W 3088 -714 G-R 4662 -1223 Wind 83294PE N B 307 -1007 R-H 514 -1695 B-V 888 -114 H-Q 3038 -831 Wind loads based on MWFRS with additional C&C C-U 435 -1203 Q-J 357 -1055 member design. U-E 528 -114 J-P 1028 284 E-T 982 -3065 K-O 229 -1001 End verticals not exposed to wind pressure. OREGON T-F 1180 -308 O-L 450 -27 Wind loading based on both gable and hip roof types. 4 r F-S 1423 -4571 L-N 855 -3514 4 `ZLY 14,zoo (0 "sell Tar Renewal 8/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS r.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)357-2116 bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing bottom chord botto chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per SCSI sections B3,B7 or R10, ../16•, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise Refer to ALPINE drawings 160A-7 for standard plate positions Refer to job's General Notes page for additional information- Alpine,a division of ITN Building Components Group Inc shall not.be responsible for any deviation from this drawing,any failure to build the s W truss In conformance with ANSI TPI 1, or for handling, shipping,.installation and bracing of trusses.. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibilitysolelylor the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Earth City,Missouri63045 t,q,,wF*#l+�fY l/dKFY.PdRB/dw fd'bI t4H.Mi,.-: SEQN:224230/ MONO Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1Xaf71750005 T6 / FROM:MG Qty: 6 Art Rutkin DrwNo: 315.21.1038.43410 Truss Label: F7 / RTT 11/11/2021 33'4"8 5'0"2 9'8"11 12'1"12 14'6"12 19'3"6 24'0"15 28'9"15 31'10"1 38'0"8 42'8"8 47'6"8 - 5.0"2 I- 4'8"10 I 2'5"I 2'5" 4.8"10 I 4'9"9 4'9" 3'0"2� I' 4'8" 4'8" I 4'10" III2X4 =_4X5 (a T T 1.81 0- =4X12 .5X7 K L W21 z+l•s T2 =_3X10 I J =-�y - �2 Y N =3X10 (a G �rt�� 0 =5X7 o _3X10 a F �'dj� P - C -5D7 E ( "-��. i_ Q =5X7 3X10 �° _4AX8 B --�' s =_3X1R2 F T -4X12 i-� U -5X7 1 _ r V o 1.81 W 12 X w3X10 A 235"12 * 23'8"12- i IS"8 4'1"10 I 4'10"1 48"10 I 4'8"8 I 48"4 I 48"^ 49" 49"5 4'8"2 I 48" I58 8 4'7 2 9'5"3 14'1 13 18'10"5 23'6 9 28'2 9 32'11"9 37.8 14 42'S 47'1" 47'6"8 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:Ill PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.192 P 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.470 C 602 240 X 1418 /- /- /630 /166 /348 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.051 0 - - S 4358 /- /- /2107 /719 /- EXP:C Kzt:NA Des Ld: 51.00 Mean Height:17.07 ft HORZ(TL ) 0.120 U - - Y 1391 /- /- /647 /223 /- NCBCLL:0.00 Building Code: Creep Factor:2.0 Wind reactions based on MWFRS TCDL:6.0 psf X Br Wid=5.5 Min Req1.5 Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.879 g = p S Brg Wid=5.5 Min Req=4.2 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.922 Spacing:32.0" C&C Dist a:4.75 ft Rep Fac:No Max Web CSI: 0.827 Y Brg Wid=5.5 Min Req= 1.5 p 9 Bearings X,S,&Y are a rigid surface. Loc.from endwall:Any FT/RT:4(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 Chords Tens.Comp. Chords Tens. Comp. --------------------- ------ Lumber Additional Notes A-B 739 -3269 G-H 1678 -589 Top chord 2x6 DF-L#2 T2 2x6 DF-L SS; WARNING:Furnish a copy of this DWG to the B-C 912 -4525 H-I 577 -3380 Bot chord 2x4 DF-L#2 installation contractor.Special care must be taken C-D 531 -3735 I-J 580 -3321 Webs 2x4:DF-L Standard+DF-L Stud:W2,W10, during handling,shipping and installation of trusses. D-E 537 -3676 J-K 960 -4269 W 12,W 14 2x4 DF-L#2;W 11,W21 2x6 DF-L#2; See"WARNING"note below. E-F 1605 -734 K-L 801 -3320 Bracing Shim all supports to solid bearing. F-G 5694 -1827 (a)Continuous lateral restraint,equally spaced on member. Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Special Loads X-W 26 -481 S-R 1372 -5039 (Lumber Dur.Fac...1.15/Plate Dur.Fac.=1.15) W-V 3382 -1234 R-Q 748 -1570 TC:From 121 plf at 0.00 to 121 plf at 47.54 V-U 4534 -1323 Q-P 3468 -794 BC:From 16 plf at 0.00 to 16 plf at 47.08 U-T 3630 -875 P-O 4260 -1097 TC: 100 lb Conc.Load at 10.33,14.33,18.25,22.25 T-S 540-1691 O-N 3221 -869 Plating Notes All plates are 3X5 except as noted. Maximum Web Forces Per Ply(Ibs) ��p PROFF Webs Tens.Comp. Webs Tens. Comp. Purlins ,s� ss A-X 353 -1379 S-G 810 -2562 In lieu of structural panels use purlins to brace TC @ �`G� laG(nf�� /0 A-W 3233 -713 G-R 4309 -1230 24"oc. 41 2 W-B 306 -1057 R-H 515 -1559 1V 83294PE 7 B-V 1116 -80 H-Q 2914 -831 Wind it ....""' , ..., Wind loads based on MWFRS with additional C&C ..� """ C-U 437 -1186 Q-J 357 -1009 member design. U-E 520 -114 J-P 1064 -285 E-T 978 -3252 K-O 228 -988 End verticals not exposed to wind pressure. OREGON T-F 1251 -307 O-L 448 -27 Wind loading based on both gable and hip roof types. ,A = 4 F-S 1433 -5070 L-N 854 -3177 try 14,2°� te, ssell Tar Renewal 6/30/2022 11/11/2021 "`WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.sox 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)f safety practices prior to performing these functions. Installers shall provide temporary (503)357•2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, ` , as applicable. Apply plates to each face ottruss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE. E drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSII PI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibility solelylor the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Earth City,Missouri 63045 SEQN:224178/ GABL I Ply: 1 Job Number: 0721001 Gust:R 7175 JRef:1Xaf71750005 T13 / FROM:MG Qty: 16 Art Rutkin DrwNo: 315.21.1038.45766 Truss Label: FBP / RTT 11/11/2021 H- 1'33"53 H 1 0p 2'6"8 2 1'3"3 A III3X5 C T mir, ill . T II I.�. Fr D III3X7 1II3X7 F 2'6"8 'I 0,2 1'3"3 0`2 2'6"8 1'3"3 1'3"5 Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria A Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.001 A 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 F* 160 /- I- /75 /101 /378 BCDL: 6.00 Risk Category:Ill Snow Duration:1.15 HORZ(LL): 0.002 A - - F /-490 EXP:C Kzt:NA HORZg TL: 0.002 A - - D /-487 Des Ld 51.00 Mean Height:20.64 ft ( ) NCBCLL: 0.00 Building Code: Creep Factor:2.0 Wind reactions based on MWFRS TCDL:6.0 psf F BrgWid=30.5 Min Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.023 Req= - Bearing F is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.133 Rep Fac:Varies byLd Case Max Web CSI: 0.083 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ftMaximum Bot Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 F-D 961 -961 Lumber Blocking panels shall be attached to the shear wall Top chord 2x6 DF-L#2 and roof diaphragm for the drag load stated. Provide Maximum Web Forces Per Ply(Ibs) Bot chord 2x4 DF-L#2 lateral restraint for end webs against buckling. The Webs Tens.Comp. Webs Tens. Comp. Webs 2x4:DF-L Standard+DF-L Stud: overturning force at each end must be transferred A-F 496 -542 C-D 494 -540 between successive panels. The vertical connection Plating Notes required at each end is equal to the drag load in PLF All plates are 1.5X4 except as noted. times the truss height in feet. Loading Truss transfers a maximum horizontal load of 962#( 380.00 elf)along top chord,from either direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 962 380.00 TC 0.00 2.53 962 380.00 BC 0.00 2.53 Truss designed to support 1-6-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face p PROF and 24.0"span opposite face.Top chord may be ,0 FS notched 1.5"deep X 3.5" at 48"o/c along top edge. �( s/ DO NOT OVERCUT.No knots or other lumber %rP NAG 1 N E� Q defects allowed within 12"of notches.Do not notch �0 g3294PE R 1 in overhang or heel panel,unless specified otherwise. Wind Wind loads based on MWFRS with additional C&C member design. OREGO> N End verticals not exposed to wind pressure. `�/LY 14 Z0� Q/ Additional Notes 4 � ss�rr Tan See DWGS A14030ENC160118&GBLLETIN0118 for gable wind bracing and other requirements. Renewal 6/30/2022 Truss must be installed as shown with top chord up. 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building comei,us OR 97113 Component Safety Information,by TPI and SBCA)fg safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling] Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of TIN Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the *N IrWCOMPSNr truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and braving of trusses. A seal on this drawing or cover page y14 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building-Designer per ANSI/I-PI 1 Sec.2. For more information coo these wob sites:Alpine:alpinoitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Carth City,Missouri 63045 wwoara«+r� wa SEQN:224180/ GABL Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1Xaf71750005 T14 I FROM:MG Oty: 11 Art Rutkin DrwNo: 315.21.1038.45361 Truss Label: FBP1 / RTT 11/11/2021 13"3 I 2'6"6 H 1'3"3 1'3"3 A III3X5 C (if) 0 N F D III3X5 �- 2'6"6 1'3"3 1'3"3 1'3"3 2'6"6 H Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct: - CAT: - PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce: - VERT(LL): 0.001 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT CL: 0.001 C 999 240 Risk Category:Ill ( ) F* sk /- /- /52 /- /- BCDL: 6.00 Snow Duration: - HORZ(TL): 0.010 A - - F /-128 Des Ld: 51.00 EXP:C Kzt:NA HORZ(TL): 0.010 A - - Wind reactions based on MWFRS Mean Height:20.38 ft F Br Wid=30.4 Min NCBCLL: 0.00 Building Code: Creep Factor:2.0 9 Req= - TCDL:6.0 psf BearingF is rigid surface.Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.099 a 9 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.136 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.373 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT:4(0)/4(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): A-C 959 -959 Wind Duration:0.00 WAVE VIEW Ver:20.02.00A.1020.21 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x6 DF-L#2 Chords Tens.Comp. Bot chord 2x4 DF-L#2 F-D 959 -959 Webs 2x4:DF-L Standard+DF-L Stud: Plating Notes Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. All plates are 1.5X4 except as noted. A-F 454 -500 C-D 594 -640 Loading F-C 1146-1147 Truss transfers a maximum horizontal load of 962#( 380.00 plf)along top chord,from either direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 962 380.00 TC 0.00 2.53 962 380.00 BC 0.00 2.53 Additional Notes Truss must be installed as shown with top chord up. 0 PROp- . Blocking panels shall be attached to the shear wall O`t7 -AG 14 e ,0 and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The 44/ 83294PE 9 overturning force at each end must be transferred Ce 0... between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. OREGON fLy 14,20>e 4, 0 S.9e11 Tan* Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING. Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P O Box 468 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83,B7 or B10, as applicable. Apply plates to each face,of truss and position as shown above and on the JointrDetails, unless noted otherwise. Refer to ALPINE. drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the *N r1V COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawingor cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional en meering responsibility solelyTor the design shown.The suitabilit and use of this drawing for any structure is the responsibility of the Building—Designer per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.comi TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Earth City,Missouri 63045 SEQN:224174/ GABL Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1Xaf71750005 T12 / FROM:MG Qty: 29 Art Rutkin DrwNo: 315.21.1038.43224 Truss Label: FBP2 / RTT 11/11/2021 1'3"3 2'6"6 1'3"3 1'3"3 H A B w 3X5 C T M I F D 1113X5 E 1 2'6"6 H 1 3 3 + 1 3"3 H 1'3"3 2'6"6 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct: - CAT: - PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce: - VERT(LL): 0.001 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL): 0.001 C 999 240 F* - /- /- /52 /- /- BCDL: 6.00 Risk Category:Ill Snow Duration: - HORZ(LL): 0.009 A - - F /-126 Des Ld: 51.00 EXP:C Kzt:NA HORZ(TL): 0.010 A - - Wind reactions based on MWFRS Mean Height:16.97 ft F Br Wid=30.4 Min Req 0.00 TCDL:6.0 psf Building Code: Creep Factor 2.0 9 = - Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.099 Bearing F Fcperp=565psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.136 Members not listed have forces less than 375# RepFac:No Max Web CSI: 0.365 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:NA FT/RT:4(0)l4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 478 -478 B-C 959 -959 Wind Duration:0.00 ,WAVE VIEW Ver:20.02.00A.1020.21 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x6 DF-L#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 DF-L#2 F-E 959 -958 E-D 478 -478 Webs 2x4:DF-L Standard+DF-L Stud: Plating Notes Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. All plates are 1.5X4 except as noted. -- A-F 413 -459 G-C 1121 -1121 Loading F-G 1123-1123 C-D 553 -599 Truss transfers a maximum horizontal load of 962#( 380.00 plf)along top chord,from either direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 962 380.00 TC 0.00 2.53 962 380.00 BC 0.00 2.53 Additional Notes Truss must be installed as shown with top chord up. 4��QD PRop Blocking panels shall be attached to the shear wall `pj G I N /O and roof diaphragm for the drag load stated. Provide 06� FR lateral restraint for end webs against buckling. The (V 83294PE overturning force at each end must be transferred tlr ,,;„ between successive panels. The vertical connection " required at each end is equal to the drag load in PLF " r -" times the truss height in feet. OREGON 13, F "resell "vLr ta.spO" t0 Tao Renewal 6/30/2022 1 I/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAW INGI Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P o_Roe 469 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 an SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary (so3)357-21 is bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, /� as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positi ons.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not.be responsible for any deviation from this drawing,any failure to build the AN *mWANY truss in conformance with ANSI/I PI 1, or for handling, shipping,.installation and bracing of trusses. A seal on this drawi mng or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibility solelylor the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-DDesigner per ANSIITPI 1 Sec_2 Suite 242 For more information see these web sites.Alpine:alpineitw.corn TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Earth City,Missouri 63045 i SEQN:224307/ GABL Ply: 1 Job Number: 0721001 Cust:R7175 JRef:1Xaf71750005 T41 / FROM:MG Qty: 3 Art Rutkin DrwNo: 315.21.1038.46015 Truss Label: FGE / RTT 11/11/2021 5'2"10 + 10'1"12 + 15'0"14 + 20' 5'2"10 4'11"2 4'11"2 4'11"2 F.8 A G XSh(TYP) -3D5 -35 -3J5 M v 0 0 _ 0 _ 0 0 APO 0 1 r 0 0 0 0 . 0 n 0 0 Z.////// // /////////N 11I3X7 W T Q 1114X8 3X5 m 3X5 w 3X5 I- 20'- H 4'11"2 4'11"2 4'11"2 5'2"10 I I- H 4'11"2 9'10„4 14'9"6 20' Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def11CSI Criteria A Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.012 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.025 B 999 240 NC 170 /- /- /83 /28 /- BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): -0.019 Z - - Z /-434 EXP:C Kzt:NA Des Ld: 51.00 Mean Height:15.00 ft HORZ(TL ): 0.021 Z - - AP /-371 NCBCLL: 0.00 Building Code: Creep Factor:2.0 Wind reactions based on MWFRS TCDL:6.0 psf N Br Wid=240 Min Re Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.257 9 q= Bearing Z is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.250 Spacing:32.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.879 Members not listed have forces less than 375# 0/4 Maximum Top Chord Forces Per Ply(Ibs) FT/RT:4(0)/4(0)from endwall:Any ( ) (0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 A-D 1733-1695 G-J 1816 -1785 D-G 1756-1726 J-M 1716 -1718 Lumber Additional Notes Top chord 2x6 DF-L#2 See DWGS A14015ENC160118&GBLLETIN0118 for Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 DF-L#2 gable wind bracing and other requirements. Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 DF-L Standard+DF-L Stud: Truss must be installed as shown with top chord up. Plating Notes Z-W 1720-1710 T-Q 1505 -1484 W-T 1631 -1603 Q-N 1572 -1527 All plates are 1.5X4 except as noted. Loading Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Truss transfers a maximum horizontal load of 6999#( 350.00 plf)along top chord,from either A-Z 430 -613 T-G 473 -739 direction,to supports where indicated.Diaphragm and A-W 1780-1827 G-Q 1739 -1794 connections are to be designed by Engineer of Record W-D 491 -805 Q-J 396 -734 Drag Loads:Force(#) (PLF) Mbr Start End D-T 1803 -1865 J-N 1611 -1647 Case 1: 6999 350.00 TC 0.00 20.00 6999 349.96 BC 0.00 20.00 Truss designed to support 1-6-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 32.0"span opposite face.Top chord may be ��v. ,Q PROS notched 1.5"deep X 3.5" at 48"o/c along top edge. DO NOT OVERCUT.No knots or other lumber O, 3 _,G I N F�, 0 defects allowed within 12"of notches.Do not notch in overhang or heel panel,unless specified otherwise L 83294PE 9 Purlins In lieu of structural panels use purlins to brace all sloping TC @ 24"oc;all flat TC @ 24"oc. OREGON Wind 1/ C`SLY 204 Q, Wind loads based on MWFRS with additional C&C 4s 14, s• member design. self Tan End verticals not exposed to wind pressure. Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P O.Box 468 CornTrusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building 1503)3 us OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (so31357-2tte 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 B3,67 or B10 as applicable Apply plates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise Defer to ALPINE' `'1 LPI N E drawings 160A-Z for standard plate positions-Refer to job's General Notes page for additional information- Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN ,*/CO„,„ truss in conformance with ANSIIT PI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibility sol lylor 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. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Earth City,Missouri 63045 SEQN:234348/ GABL Ply: 1 Job Number: 0721001 Cust:R 7175 JRef 1Xaf71750005 T63 I FROM:MG Qty: 1 Art Rutkin DrwNo: 315.21.1038.45564 j I Truss Label: FGE1 / RTT 11/11/2021 2'1"5 13'0"13 15'9"1 2'1"5 10'11"8 2'8"4 F' --4'11"1 -I- 2'8"--H (TYP) III H0508 1116X8 A B C D E F G T v / 1 N, ' / H 1116X8 M L K J I 1116X8 1113X7 1114X5 15'9"1 - ---{ 2'3"1 1 10'8" 2'10" H -12'3"1 12'11"1 15'9"1 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.003 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.003 B 999 240 H* 170 /- /- /83 /28 /- BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): -0.021 D - - N /-1811 EXP:C Kzt:NA -HORZ TL 0.023 D - - M /-1694 Des Ld: 51.00 Mean Height:15.00 ft ( ) I /-1326 NCBCLL: 0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 H /-1446 Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.206 Wind reactions based on MWFRS Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.377 HSpacing:32.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.999 Bearing Brg Wid=189 Min Req=- P 9 Bearing N is a rigid surface. Loc.from endwall:Any FT/RT:4(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE,HS VIEW Ver:21.02.00.1005.17 Chords Tens.Comp. Chords Tens. Comp. Lumber Additional Notes A-B 730 -731 D-E 858 -867 Top chord 2x6 DF-L#2 Truss must be installed as shown with top chord up. B-C 1984 -1993 E-F 1842 -1851 Bot chord 2x4 DF-L#2 C-D 1000 -1009 F-G 933 -935 Webs 2x4:DF-L Standard+DF-L Stud: Plating Notes Maximum Bot Chord Forces Per Ply(Ibs) All plates are 1.5X4 except as noted. Chords Tens.Comp. Chords Tens. Comp. N-M 2569-2536 K-J 867 -858 Loading M-L 1942-1933 J-I 1801 -1792 Truss transfers a maximum horizontal load of L-K 1009 -999 I-H 2664 -2627 5515#( 350.00 plf)along top chord,from either direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Maximum Web Forces Per Ply(Ibs) Drag Loads:Force(#) (PLF) Mbr Start End Webs Tens.Comp. Webs Tens. Comp. Case 1: 5515 350.00 TC 0.00 15.76 N-B 3148 -3188 E-J 349 -440 5515 350.01 BC 0.00 15.76 B-M 1742 -2006 I-F 1379 -1685 Truss designed to support 1-6-0 top chord outlookers C-L 357 -452 F-H 3030 -3071 and cladding load not to exceed 5.00 PSF one face and 32.0"span opposite face.Top chord may be � op f ROFkss D-K 330 -426 notched 1.5"deep X 3.5" at 48"o/c along top edge. DO NOT OVERCUT.No knots or other lumber `Gj GIN �0 defects allowed within 12"of notches.Do not notch C2 k,� F,Q y in overhang or heel panel,unless specified otherwise. 11/ 83294PE 7 Lk Purlins In lieu of structural panels use purlins to brace all sloping TC @ 24"oc;all flat TC @ 24"oc. OREGO Wind Wind loads based on MWFRS with additional C&C \ 42G4/ member design. `Sell Tar End verticals not exposed to wind pressure. Renewal 6t30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)foi safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling-Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face oftruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to A LPI N E drawings 160A-2 for standard plate positions.Refer to job's General Notes page for additional information Alpine,a division of ITW Building Components Group Inc.shall riot be responsible for any deviation from this drawing,any failure to build the *N m1,COMPANY truss in conformance with ANSI/l PI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawingor cover page 514 Earth City Expressway listing this drawing,indicates acceptance of professional en ineering responsibility solely for the design shown-The suitabilit and use of this drawing for any structure is the responsibility of the Building-DDesigner per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org,$BCA:sbcacomponents.com;ICC:iccsafe-orq;AWC:awc.orq Earth City,Missouri 63045 4 _ tt SEQN:238960 MONO Ply: 2 Job Number: 0721001 Cust:R7175 JRef:1Xaf71750005 T122 FROM:MG Qty: 3 Art Rutkin DrwNo: 315.21.1525.53817 Truss Label: G / RTT 11/11/2021 5--5 2 Complete Trusses Required 1 11'99"i 7 4'74 8'1" 11'11"11 15'10'7 18'72 237'15 2T8"1 31'9"2 1 4'2"4 _ 3'10"12 I 3'10"12 1 3'10"12 1 71"11I 1 3'10"12 1 4'0"3 _I 4'1"1 =3X10 1.69 122 i T H _ : n .4X5 G 76•W17 N E F `���•� .4X5 C 0 "W10 �� L T T _ c .6X8 _44X8 B =_ 1��� 92 r"1 =4X5 N )n ��_ O a e p .H0510 I 0 0 1.69 I R =4X5 12 S .3X10 1114X5 r 31'9"2 1 3'71 4'0"3 3'10'12 210"10 3'10"14 3'10"12 3'10'12 3'10"12 L.._ " 3'9"5 1 79"8 11'8"3 15'6"13 19'5"11 23'4"7 I 2T3"2 1 31'1'14 131 4 319"2 Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.427 E 892 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 1.103 E 345 240 S 2596 /- /- /1124 /567 /254 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.099 M - - T 3685 /- /- /1126 /571 /- EXP:C Kzt:NA Des Ld: 51.00 Mean Height:21.28 ft HORZ(TL): 0.256 M - - Wind reactions based on MWFRS NCBCLL: 0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 S Brg Wid=7.2 Min Req= 1.5(Truss) Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.745 T Brg Wid=7.3 Min Req= 1.5(Support) Load Duration:1.15 TPI Std: 2014 Max BC CSI: 0.998 Bearings S&T are a rigid surface. MWFRS Parallel Dist:0 to h/2 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.18 ft Rep Fac:No Max Web CSI: 0.839 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:21.02.00B.1108.20 A-B 882-2796 E-F 1937 -6955 B-C 1516-4909 F-G 1939 -6937 Lumber Wind C-D 1901 -6384 G-H 1589 -6049 Top chord 2x6 DF-L#2 Wind loads based on MWFRS with additional C&C D-E 2046-7078 H-I 987 -4280 Bot chord 2x4 DF-L#1&Bet. member design. B2 2x4 DF-L 2400f-2.0E; End verticals not exposed osed to wind p ressure. Webs 2x4:DF-L Standard+DF-L Stud:W2,W4,W6, Maximum Bot Chord Forces Per Ply(Ibs) W8,W 10,W 12,W 14,W 16 2x4 DF-L#2;W17 2x8 DF-L#2; Wind loading based on both gable and hip roof types. Chords Tens.Comp. Chords Tens. Comp. Nailnote R-Q 2945 -1102 N-M 6918 -2010 Q-P 5025 -1695 M-L 6002 -1622 Nail Schedule:0.120"x3",min.nails P-O 6442 -2044 L-K 4088 -986 Top Chord:1 Row @12.00"o.c. Bot Chord:1 Row @12.00"o.c. O-N 7089 -2153 Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails Maximum Web Forces Per Ply(Ibs) in each row to avoid splitting. Webs Tens.Comp. Webs Tens. Comp. Special Loads A-S 421 -1277 D-O 644 -103 ------(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) A-R 2845 -890 G-M 379 -938 TC:From 121 plf at 0.00 to 121 plf at 31.76 R-B 394-1155 M-H 524 -150 BC:From 16 plf at 0.00 to 16 plf at 31.16 B-Q 2017 -574 H-L 623 -1756 BC: 150 lb Conc.Load at 11.63,15.63,19.63,23.63 ��EO P�OF�S Q-C 272 -856 L-I 1368 248 27.63 Sj C-P 1402 -337 I-K 983 -4060 BC: 600 lb Conc.Load at 26.57,29.57 ��� �-AG I N FF� 02 P-D 170 -514 Plating Notes �1(/ 83294PE 7 All plates are 3X5 except as noted. Purlins In lieu of structural panels use puffins to brace TC @ OREGON 24"oc. .z,0'14,2p60 0 `Snell Tang Renewal 6/30/2022 I I/I1/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fo safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI Unless noted otherwise,top chord shall have'properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling-Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of TIN Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing.9 of trusses- A seal on this drawing or cover page 514 Earth CityE listing this drawing indicates acceptance of professional engineering responsibility solely-or the design shown.The suitability and use of this Expressway drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Earth City,Missouri 63045 SEQN:238956/ MONO • Ply: 2 Job Number: 0721001 1 Cust:R 7175 JRef:1Xat71750005 T121' FROM:MG Qty: 5 Art Rutkin DrwNo: 315.21.1038.45141 Truss Label: G1 / RTT 11/11/2021 ____________ _ -5 2 Complete Trusses Required F 19 9"3 1'9"1 42"4 - 8'1" l 11'11"11 l 15'10'7 l 18'0"2 l 23715 I 2T6-10 31'9"2 4'2"4 3'10"12 3'10"12 3'10"12 2'1 11 3'10"12 3'10"12 4'2"8 .5X5 T 1.69 v •H . 45 G ^ Wi6 W17 F h ED �1 K :2 -4X5 C _ W10 �� L _3x10 :1 =3X7 B _no B2 M _ v p, i p .H0510 O o 1" i 1 _ R .4X5 2 S" - =_3X10 1II4X5 1 31'9"2 j l 3'2"1 4'0"3 _ 3'10"12 l 3'10'10 l 3'10"14 l 3'10'12 l 3'10"12 3'10"12 3'9'5 T9"8 11'8'3 15'6'13 19'5"11 23'4'7 2T3"2 31'1'14 4 319"2 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl!CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.427 E 892 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.984 E 387 240 S 2457 /- /- /1124 /567 /254 BCDL.: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.099 M - - T 2624 /- I- /1126 /571 /- EXP:C Kzt:NA Des Ld: 51.00 Mean Height:21.28 ft HORZ(TL): 0.228 M - - Wind reactions based on MWFRS NCBCLL: 0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 S Brg Wid=7.2 Min Req= 1.5(Truss) Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.638 T Brg Wid=7.3 Min Req= 1.5(Support) P Bearings S&T are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.922 Spacing:32.0" C&C Dist a:3.18 ft Rep Fac:No Max Web CSI: 0.625 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:21.02.00.1005.17 A-B 882-2632 E-F 1937 -6136 B-C 1516-4580 F-G 1939 -6118 Lumber Wind C-D 1901 -5892 G-H 1589 -5058 Top chord 2x6 DF-L#2 Wind loads based on MWFRS with additional C&C D-E 2046 -6420 H-I 987 -3170 Bot chord 2x4 DF-L#1&Bet. member design. B2 2x4 DF-L 2400f-2.0E; End verticals not exposed to wind pressure. Maximum Bot Chord Forces Per PlyIbs Webs 2x4:DF-L Standard+DF-L Stud:W2,W4,W6, ( ) W8,W 10,W 12,W 14,W 16 2x4 DF-L#2;W17 2x8 DF-L#2; Wind loading based on both gable and hip roof types. Chords Tens.Comp. Chords Tens. Comp. Nailnote R-Q 2771 -1102 N-M 6088 -2010 Q-P 4686-1695 M-L 4962 -1622 Nail Schedule:0.120"x3",min.nails P-O 5940-2044 L-K 3024 -986 Top Chord:1 Row @12.00"o.c. Bot Chord:1 Row @12.00"o.c. O-N 6421 -2153 Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails Maximum Web Forces Per Ply(Ibs) in each row to avoid splitting. Webs Tens.Comp. Webs Tens. Comp. Special Loads A-S 421 -1208 D-O 483 -103 (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) A-R 2677 -890 G-M 379 -1081 TC:From 121 plf at 0.00 to 121 plf at 31.76 R-B 394 -1085 M-H 585 -150 BC:From 16 plf at 0.00 to 16 plf at 31.16 �� p PROFFS B-Q 1857 -574 H-L 623 -1869 BC: 150 lb Conc.Load at 11.63,15.63,19.63,23.63 E Q-C 272 -785 L-I 934 248 27.63 trj C-P 1244 -337 I-K 983 -3024 �y �JC'1NE- OZ P-D 170 -443 Plating Notes 4, 1(/ 83294PE 11 All plates are 3X5 except as noted. L1! Purlins In lieu of structural panels use purlins to brace TC @ 24"oc. OREGON 13 `Z C.LY14,204 �� 4ssell Tan'- Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing.and bracing.. Refer to and follow the latest edition of BCSI(Building Com(503/3 us OR 97113 Component Safety Information,by TPI ana SBCA)fo'safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted Otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections 53,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional Information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the PN ITW COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page SuEarth City Expressway listing this drawing indicates acceptance of professional engineering responsibility solelyTor the design shown.The suitability and use of this suite 242 drawing for arty structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec-2 For more information see these web sites:Alpine:alpineitw.corn;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Earth City,Missouri 63045 SEQN:238274/ MONO Ply: 2 Job Number: 0721001 Gust:R 7175 JRef:1Xaf71750005 T30 / FROM:MG Qty: 6 Art Rutkin I DrwNo: 315.21.1038.42448 Truss Label: G2 1 / RTT 11/11/2021 H -5 5 2 Complete Trusses Required I 11'9"99"3 i l 42"4 8'1" 11'11"11 _ 15'10 7 18'0"2 23715 27'6"10 31'9"2 4'2"4 3'10'12 3'10"12 I 3'10'12 I 71"11I 3I '10"12 3'10'12 4'2"8 _ =_5X5 1.69 1_. I H m4X5 G W16•W17 b FNA D , 11 -�_'K - I =4X5 O _ W10 �0 6 =_3X70 4X8 B i �� M v 3_'_ ! N !n O I P =H0510 R =4X5 12 1.69 1 S - =3X10 1II4X5 r 31'9"2 j 3'2"1 4'0"3 3'10"12 31010 3'10"14 3'10"12 3'10 12 3'10"12 p�-- 3'9"5 i T9"8 I it'8"3 I 15'6'13 19'5"11 23'4"7 I 27'3'2 31'1"14 ,7" �.7."e 7 t 3' 1'9"2 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in ioc L/defl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27 0(specified) Ce:1.0 VERT(LL): 0.419 E 909 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 1.036 E 367 240 S 2769 /- /- /1124 /468 /254 BCDL: 6.00 Risk Category:Ili Snow Duration:1.15 HORZ(LL): 0.096 M - - T 2712 /- I- /1126 /532 /- EXP:C Kzt:NA HORZ TL: 0.237 M - - Wind reactions based on MWFRS Des Ld: 51.00 Mean Height:21.28 ft ( ) NCBCLL: 0.00 Building Code: Creep Factor:2.0 S Brg Wid=7.2 Min Req= 1.5(Truss) TCDL:6.0 psi T BrgWid=7.3 Min Req1.5(Support) Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.700 = (St1 ort p Bearings S&T area rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.676 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.18 ft Rep Fac:No Max Web CSI: 0.648 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:21.02.00.1005.17 A-B 882-3011 E-F 1937 -6463 Lumber Wind B-C 1517-5189 F-G 1939 -6445 C-D 1902-6447 G-H 1589 -5281 Top chord 2x6 DF-L#2 Wind loads based on MWFRS with additional C&C D-E 2045-6849 H-I 987 -3288 Bot chord 2x4 DF-L 2400f-2.0E member design. Webs 2x4:DF-L Standard+DF-L Stud:W2,W4,W6, End verticals not exposed to wind pressure. W8,W 10,W 12,W 14,W 16 2x4 DF-L#2;W17 2x8 DF-L#2; Maximum Bot Chord Forces Per Ply(Ibs) Wind loading based on both gable and hip roof types. Chords Tens.Comp. Chords Tens. Comp. Nailnote R-Q 3174-1103 N-M 6410 -2010 Nail Schedule:0.120"x3",min.nails Q-P 5299 -1696 M-L 5178 -1622 Top Chord:1 Row @12.00"o.c. P-O 6478 -2046 L-K 3136 -986 Bot Chord:1 Row @12.00"o.c. O-N 6842 -2152 Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Special Loads (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) A-S 421 -1362 E-N 141 407 TC:From 121 plf at 0.00 to 121 plf at 31.76 A-R 3066 -890 G-M 379 -1182 BC:From 16 plf at 0.00 to 16 plf at 31.16 R-B 395 -1248 M-H 630 -150 TC: 200 lb Conc.Load at 5.25,BC: 150 lb Conc.Load at 11.63,15.63,19.63,23.63 ��V.;.75 PRUF"'SS B-QC 272 -876 L-IL 623 -248 27.63 \G.J 4GIN , /C/ C-P 1172 -338 I-K 983 -3136 Plating Notes t{/� 83294PE 2 P-D 170 -411 tY p All plates are 3X5 except as noted. / Purlins In lieu of structural panels use purlins to brace TC @ OREGON 24"oc. 13 "wLY 14,204 t@@ 4 S8e1I Tan' Renewal6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-z11s bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 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. Pieter to ALPINE. drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not.be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/I PI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 514 Earth CityExpressway listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown-The suitability and use of this p y drawing for any structure is the responsibility of the Building-DDesigner per ANSI/TPI 1 Sec2 Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Earth City,Missouri 63045 SEQN:238264/ MONO Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1Xaf71750005 T31 / FROM:MG Oty: 8 Art Rutkin DrwNo: 315.21.1038.42445 Truss Label: G3 / RTT 11/11/2021 I 199"3 1'9"1 f 5"5 4'391 8'21 11'11"11 15'101 18'0"2 23'9"6 27'99 31'91 1515 3'10"6 -- 3'10"12 3'9"5 ' 3'10'12 2'1"11 I 4'0"3 I 3'11"12 4'09 III3X5 12 m 3X12 _ 1.69 v T2 =3X5 H 6 =3X5 -4F8 C rfos W17 N 3X5 E 01• =_! i�� K - D i C ! � L =5X10T =-5X10 B M a, A ! N -H0714 0 =3X5 a a n �i!-.1111111 .. P =-3X5 R 0 - 1.69I I 1. - T- =_4X S .H0508 12 r 31'9"2 i 3'19 2'2"12 3'1092 4'01 3'1092 3'992 3'10"4 4'01 p� 3'8"5 -_ 5'11"1I I5 11'6"12 I 15'6'15 19'5'11 __ 23'3"7 27'1'11 I 31'1"14 '1 t 7. 18"11 I-3 7 4 7'8" 31 9"2 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.684 E 557 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 1.346 E 283 240 T 2255 /- I- /1124 /469 /254 BCDL: 6.00 Risk Category:Ill Snow Duration:1.15 HORZ(LL): 0.144 D - - U 2246 /- /- /1126 /531 /- Des Ld: 51.00 EXP:C Kzt:NA HORZ(TL): 0.283 D - - Wind reactions based on MWFRS Mean Height:21.28 ft T BrgWid (Truss) NCBCLL: 0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 =7.2 Min Req= 2.2 Truss Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.988 U Brg Wid=7.3 Min Req= 1.5(Support) Load Duration:1.15TPI Std: 2014 Max BC CSI: 0.795 Bearings T&U are a rigid surface. MWFRS Parallel Dist 0 to hl2 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.18 ft Rep Fac:No Max Web CSI: 0.961 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:21.02.00.1005.17 A-B 1833-4953 E-F 4036 -10780 Lumber B-C 3169-8480 F-G 4040 -10742 C-D 3966-10587 G-H 3309 -8840 Top chord 2x6 DF-L 2400f-2.0E T2 2x6 DF-L SS; D-E 4262-11368 H-I 2045 -5501 Bot chord 2x6 DF-L 2400f-2.0E Webs 2x4:DF-L Standard+DF-L Stud:W2,W4, W16 2x4 DF-L#2;W17 2x8 DF-L#2; Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Bracing S-R 5196-2274 O-N 11371 -4476 (a)Continuous lateral restraint,equally spaced on R-Q 5201 -2271 N-M 10708 -4183 member. Q-P 8634 -3526 M-L 8684 -3376 Plating Notes P-0 10667 -4253 L-K 5279 -2049 All plates are 3X10 except as noted. Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels use purlins to brace TC @ A-T 830 -2183 D-O 690 -211 24"oc. A-S 5006-1840 E-N 291 -638 Wind S-B 789-1952 G-M 785 -1949 B-Q 3340-1210 M-H 895 -299 Wind loads based on MWFRS with additional C&C eEO PROFFS Q-C 542 -1327 H-L 1300 -3303 member design. 'C trj C-P 1974 -697 L-I 1407 -477 End verticals not exposed to wind pressure. ��� �tJC' N E � 02 P-D 339 -782 I-K 2021 -5215 Wind loading based on both gable and hip roof types. / 83294PE 7 OREGON ile C `vLY i4,20e cQI ' ell Tan. Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Component'Safety Information,by TPI and SBCA)f safety practices prior to performing these functions. Installers shall provide temporary 1503)357-2118 bracing per l3CSI.Unless noted otherwise,top chord shall have propery attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections S3,B7 or B10, as applicable. Apply Plates to each face of truss and position as shown above and on the Joint-Details., unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional informaton. Alpine,a division of ITN Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,,,Yf,,,,C,,,,,,, truss in conformance with ANSI/TR! 1, or for handling, shipping, installation and bracing of trusses. A seal on this rawing or cover page 514 Earth City Expressway listing this drawing,indicates acceptance responsibilitythis of the Building-Designer per ANSI/TDI 1 Sec.2. For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq earth City,Missouri 63045 miliONIM SEQN:224280/ MONO Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1 Xal71750005 T44 I FROM:MG Qty: 2 Art Rutkin DrwNo: 315.21.1038.43987 Truss Label: G4 / RTT 11/11/2021 199'3 2'3'13 4'3'11 8'1" 11'11'11 15'10'7 17'5" 23'9'6 27'2'13 I 4'3'11 3'9"5 ' 3'10'12 3'10'12 I 1'6'1 4'0'3 I 3' I 57 1111.5X4 x3X10 T 1.69 12 .4X5 H I =_4X5 G i r =3X5 F P =3X5 E at +�� .., =3X5 =3X10 C �� ,I T B ��� K _SX7 =n5X7 �_ IIIII L =4X5 r n -:1,-) r ! M =3X5 n �� H -H0710 =3X5 1 0 1.69 1 1 P =3X10 12 *-_- a 3X12 III 3X10 1 27'2'13 1 3'1'1 3'11.12 4'0'3 310"9 3'10'14 3'1092 3'6'14 3'8'5 7'8" I 11'8"3 I 15'6'12 ( 19'5'11 23'4"7 I 26'11'5 Q. u3"8 7. 27'2'13 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.426 D 767 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.839 D 389 240 Q 1934 /- /- /963 /412 /221 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.094 C - - J 1929 /- /- /969 /467 /- EXP:C Kzt:NA HORZ TL: 0.184 C - - Wind reactions based on MWFRS Des Ld: 51.00 Mean Height:20.96 ft ( ) 0 Br Wid=7.2 NCBCLL:0.00 Building Code: Creep Factor:2.09 TCDL:6.0 psf J Br Wid=- Soffit 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.959 9 Bearing 0 is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.842 Spacing:32.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.863 Members not listed have forces less than 375# FT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:20.02.00A.1020.21 A-B 1575-4165 E-F 2604 -6823 B-C 2632 -6888 F-G 2609 -6795 Lumber C-D 3145 -8212 G-H 1550 -4089 Top chord 2x6 DF-L#2 D-E 3145 -8208 Bot chord 2x6 DF-L SS Webs 2x4:DF-L Standard+DF-L Stud:W2, W4 2x4 DF-L#2; Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Bracing P-O 4368-1955 M-L 8166 -3295 (a)Continuous lateral restraint,equally spaced on 0-N 6997 -2927 L-K 6704 -2684 member. N-M 8248 -3369 K-J 3898 -1556 Purlins In lieu of structural panels use purlins to brace TC @ Maximum Web Forces Per Ply(Ibs) 24"oc. Webs Tens.Comp. Webs Tens. Comp. Wind A-Q 727 -1865 N-D 223 -465 A-P 4204 -1576 E-L 598 -1411 Wind loads based on MWFRS with additional C&C P-B 683 -1632 L-G 648 -209 member design. B-O 2559 -938 G-K 1103 -2716 End verticals not exposed to wind pressure. EO PROF O-C 429 -1003 K-H 1178 -408 Wind loading based on both gable and hip roof types. �ILO FS+ C-N 1217 -421 H-J 1586 -3976 / GlN `r'p t(/ 83294 il PE '1' OREGON 115 e G VVLY 14,20 �Q eSell Tar' Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin ,shipping,installing,and bracing. Refer to and follow the latest edition of SCSI(Building (503)3Cornelius-OR197113 Component Safety Information,by TPI and SBCA)for safety practices pnor to performing these functions. Installers shall provide temporary (so3)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,67 or B10, as applicable. Apply plates to each face.of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE. drawings 160A-Z for standard plate positions.Refer to lob's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the *H y COMPANY truss in conformance with ANSI/)PI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawi m ng or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional en sneering responsibility solely Tor the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents-com;ICC:iccsafe.orq;AWC:awc.org Earth City,Missouri 63045 SEQN:224282/ MONO Ply: 1 Job Number: 0721001 Cust:R 7175 JRef 1Xaf71750005 T52 / FROM:MG Qty: 2 Art Rutkin DrwNo: 315.21.1038.43129 Truss Label: G5 / RTT 11/11/2021 4"8 1'11"13 4"8 1'7"5 1.69 0 It 1.5X4O 3X5 T Ilw3 1 11�1►�► O ?to FE III1.5X4 =3X5 1.69 12 1'11"13 1 1"13 1'4"9 2 7"4 2 1'11"b Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.001 B 999 240 F 139 /- /- /69 /20 /17 BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): -0 000 C - - G 133 /- /- /63 /57 /- Des Ld: 51.00 EXP:C Kzt:NA HORZ(TL): 0.001 C - - Wind reactions based on MWFRS Mean Height:23 37 ft BuildingCode: CreepFactor:2.0 F Brg Wid=- NCBCLL:0.00 TCDL:6.0 psf Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.106 G Brg Wid= gi Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std 2014 Max BC CSI: 0.030 Bearing G is a rigid surface. RepFac:No Max Web CSI: 0.061 Members not listed have forces less than 375# Spacing:32.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud: W3 2x8 DF-L#2; Purlins In lieu of structural panels use purlins to brace TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. • End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Shim all supports to solid bearing. ���Q°PROFFss O�� olNFF /O 83294PE 7 .�1 OREGON 4 ICY 14,20� 0 SSell Tart Renewal 6/30/2022 I I/11/2021 **WARNING'* READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI anct SBCA)for safety practices pnor to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceding Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint"Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not.be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping,.installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing ing this cawing,indlic s sheresponsibilitytefpro e s ionaltl engmeenng responsibility solely/or the design shown.The suitability,and use of this Suite 242 drawing any t Building-Designer per ANSI/TPI 1 Sec.2. For more information see these web sites:Alpine:alpineitw.com;TPI:tpinot.4rg;SBCA:Sbcaeomponentu.00m;ICC:iceeafe.org;AWC:awc.4rq Earth City,Missouri 63045 SEQN:224284/ FLAT Ply: 2 Job Number: 0721001 Cust:R 7175 JRef:1Xaf71750005 T39 / FROM:MG Qty: 2 Art Rutkin DrwNo: 315.21.1038.43815 Truss Label: GGR / RTT 11/11/2021 2 Complete Trusses Required 4"$ 4'10" 510I"12 4"8 4'5"8 2"12 3X5 III1.5X4 AB CD T N HG F E III 1.5X4 m 4X5 5'0"12 4 5"8 4'8'4 2 4" 2 0" 2 Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): -0.002 D 493 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): -0.004 D 999 240 H 412 /- /- /- /101 /- BCDL: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): -0.000 C - - E 416 /- /- /- /102 /- Des Ld: 51.00 EXP:C Kzt:NA HORZ(TL): 0.000 C - - Wind reactions based on MWFRS Mean Height:23.20 ft H Br Wid=- NCBCLL:0.00 Building Code: Creep Factor:2.0 9 TCDL:6.0 psf E Brg Wid=- Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.397 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.113 Spacing:32.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.111 Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 Lumber Top chord 2x4 DF-L#2 Bot chord 2x6 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud: Nailnote Nail Schedule.0.120"x3",min.nails Top Chord:1 Row @12.00"o.c. Bot Chord:1 Row @12.00"o.c. Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 120 plf at 0.00 to 120 plf at 5.06 BC:From 16 plf at 0.00 to 16 plf at 5.06 BC: 139 lb Conc.Load at 2.60 Purlins et)PROp, In lieu of structural panels use purlins to brace all �( is sloping TC @ 24"oc;all flat TC @ 24"oc. �� o G i N E vO 41 The TC of this truss shall be braced with attached 1U 83294PE 9 spans at 24"oc in lieu of structural sheathing. LE 0000. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. OREGON Additional Notes "P(i SLY i4,204 Truss must be installed as shown with top chord up. SS a If T a Renewal 6/30/2022 11/11/2021 .;WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face o1 truss and position as shown above and on the Joint-Details., unless noted otherwise. Refer to A LPI N E drawings 160A-Z for standard plate positi ons.Refer to jobs General Notes page for additional informati on. Alpine,a division of ITW Building Components Group Inc-shall not be responsible for any deviation from this drawing,any,failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping,.installation and bracing of trusses- A seal on this drawing or cover page 514 Earth City Expressway ri listing this drawing indicates acceptance of professional engineeng responsibility solely-tor the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Earth City,Missouri 63045 SEQN:224288/ FLAT Ply: 2 Job Number: 0721001 Cust:R 7175 JRef:1Xat71750005 T38 I FROM:MG Qty: 2 Art Rutkin DrwNo: 315.21.1038.43083 Truss Label: GGR1 / RTT 11/11/2021 4 5----5 2 Complete Trusses Required "12 2'4"8 ' 2'2"012 0122 1111.5X4 4X8 1111.5X4 AB C DE T N 1 J 1114X8 Ill3X7 1114X8F i 5'0"12 i 2'2"12 2'1" 2,7"4 -I 4'8"4 a" o" z Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.007 H 999 360 Loc R+ /R- /Rh /Rw /U /RL ---------------- BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.013 H 999 240 J 1280 /- /- /- /317 /- BCDL.: 6.00 Risk Category:III Snow Duration:1.15 HORZ(LL): 0.002 G - - F 1337 /- /0 /- /331 /- EXP:C Kzt:NA HORZ TL: 0.004 G - - Wind reactions based on MWFRS Des Ld: 51.00 Mean Height:22.88 ft ( ) J Br Wid=- NCBCLL: 0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 F Brgg Wid=- Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.082 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.230 RepFac:No Max Web CSI: 0.395 Maximum Bot Chord Forces Per Ply(Ibs) Spacing:32.0" C&C Dist a:3.00 ft Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): I-H 805 -198 H-G 805 -198 Wind Duration:1.60 WAVE VIEW Ver:20.02.00A.1020.21 Lumber Maximum Web Forces Per Ply(Ibs) Top chord 2x4 DF-L#2 Webs Tens.Comp. Webs Tens. Comp. Bot chord 2x6 DF-L#2 I-C 234 -948 C-G 238 -966 Webs 2x4:DF-L Standard+DF-L Stud: C-H 894 -202 Nailnote Nail Schedule:0.120"x3",min.nails Top Chord:1 Row @12.00"o.c. Bot Chord:2 Rows @ 6.00"o.c.(Each Row) Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 120 plf at 0.00 to 120 plf at 5.06 BC:From 16 plf at 0.00 to 16 plf at 5.06 BC:1929 lb Conc.Load at 2.60 Purlins -sC'EO PROFESS In lieu of structural panels use purlins to brace all `CP G y N e � sloping TC @ 24"oc;all flat TC @ 24"oc. F The TC of this truss shall be braced with attached C(/� 83294PE 9 spans at 24"oc in lieu of structural sheathing. C ,,::`= " --:. ,n.,,,. Wind ,,' Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. OR14, Zcr 14,2p0� 0 Additional Notes 4 .C Truss must be installed as shown with top chord up. Se It Tan Renewal 6/30/2022 11/1 1/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon.Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius 11O 97113 Component Safety Information,by TPI andSBCA)Mr safety practices prior to performing these functions. Installers shall provide temporary (503)357s116 bracing per BCSI._Unless noted otherwise,top chord shall have propery attached structural sheathing and bottom chord shall have a proprly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,87 or 810, as applicable AppTy plates to each face.of truss and position as shown above and on the JointDetails, unless noted otherwise. (defer to ALPINE' drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANIPM COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping,.installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibility solely-Tor the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the budding Designer per ANSI/TPI 1 Sec.2. For more information goo these wob autos:Alpine:alpineitw.com;TPI:tpinst-org;SRCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Earth City,Missouri 63045 SEQN:224293/ MONO Ply: 2 Job Number: 0721001 1 Cust:R 7175 JRef:1Xaf71750005 T46 / FROM:MG I Qty: 4 Art Rutkin DrwNo: 315.21.1038.43084 Truss Label: GGR2 1 / RTT 11/11/2021 I --5 < 2 Complete Trusses Required i 19'9"3 1'9"1 4'3'11 8'1" 11'11"11 15107 18'0"2 23715 27'8"1 319"2 i 4.3"11 39"5 3'10.12 3'10"12 21'11 3'10'12 __---4'0'3 I 4'1'1 =_3X10 1.69 I H W77 t =4X5 G E r T T =_:13!0cp0NM4k56x9 H0710 11I q169 3X10=-3X10 III 3X7 r 319'2 3'2'1 I 3'10'12 I 4'0'3 310"9 3'10-14 3'10"12 I 3'10'12 ' 3'10'12 i 3'9'5 T8" 11'8'3 15'6'12 19'5'11 23'4'7 2T32 31'1'14 FR 2 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:III PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.437 E 872 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.893 E 426 240 S 2375 /- /- /- /545 /- BCDL: 6.00 Risk Category:Ill Snow Duration:1.15 HORZ(LL): 0.090 D - - T 3648 /- /- /- /806 /- Des Ld: 51.00 EXP:C Kzt:NA HORZ(TL): 0.184 D - - Wind reactions based on MWFRS Mean Height:21.28 ft Building Code: Creep Factor:2.0 S Brg Wid=7.2 Min Req= 1.5 NCBCLL: 0.00 TCDL:6.0 psf T BrgWid=7.3 Min Req1.5 Soffit: 2.00 BCOL:3.6 psf IBC 2018 Max TC CSI: 0.608 = Bearings S&T area rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.654 Spacing:32.0" C&C Dist a:3.18 ft Rep Fac:No Max Web CSI: 0.830 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:20.02.00A.1020.21 A-B 607 -2646 E-F 1475 -6444 Lumber Wind B-C 1050-4577 F-G 1469 -6426 C-D 1341 -5851 G-H 1318 -5764 Top chord 2x6 DF-L#2 Wind loads and reactions based on MWFRS. D-E 1485 -6481 H-I 994 -4377 Bot chord 2x6 DF-L SS End verticals not exposed to wind pressure. Webs 2x4:DF-L Standard+DF-L Stud: W2 2x4 DF-L#2;W17 2x8 DF-L#2: Wind loading based on both gable and hip roof types. Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Bracing R-Q 2779 -641 N-M 6423 -1472 (a)Continuous lateral restraint,equally spaced on Q-P 4665 -1072 M-L 5707 -1307 member. P-O 5905 -1356 L-K 4193 -950 Nailnote O-N 6497 -1491 Nail Schedule:0.120"x3",min.nails Top Chord:1 Row @12.00"o.c. Maximum Web Forces Per Ply(Ibs) Bot Chord:1 Row @12.00"o.c. Webs Tens.Comp. Webs Tens. Comp. Webs :1 Row @ 4"o.c. A-S 275 -1150 D-O 578 -128 Use equal spacing between rows and stagger nails in each row to avoid splitting. A-R 2676 -612 G-M 163 973 R-B 268-1039 M-H 448 -48 Special Loads p PROF B-Q 1832 -416 H-L 327 -1662 -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) �� FS Q-C 193 -738 L-I 1330 -299 TC:From 121 plf at 0.00 to 121 plf at 31.76 �'� GIN Sj C-P 1136 -272 I-K 933 -4106 BC:From 16 plf at 0.00 to 16 plf at 31.16 0� r1 F� �il 2 P-ID 136 -482 BC:1280 lb Conc.Load at 27.37 4V 83294PE BC: 412 lb Conc.Load at 29.64 CC Plating Notes All plates are 3X5 except as noted. OREGON Purlins 13C LY In lieu of structural panels use purlins to brace TC @ (r `'Cr 14,20� es 24"oc. °self Tani Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 CornTrusses require extreme care in fabricating,handling',shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building (503)3 us OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices pnor to performing these functions. Installers shall provide temporary (503)357-2118 bracing per 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 bracinginstalled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to ALPINE. drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover pa 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibility solely/or the desi paw gn shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Earth City,Missouri 63045 SEQN:238950/ GABL Ply: 1 I Job Number: 0721001 Cust:R 7175 JRef:1Xat71750005 T48 / FROM:MG Qty: 7 Art Rutkin DrwNo: 315.21.1038.43660 Truss Label: GBP / RTT 11/11/2021 1'3"4 1'3"3 I 2'6"7 1'3"3 A B =3X5 1 F D III3X5 E 2'6"7— -{ 5:1 1 3"3 1 2'6"7 1 3"3 1'3"4 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl!CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct: - CAT: - PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce: - VERT(LL): 0.001 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL): 0.001 C 999 240 F* - /- /- /52 /- /- BCDL: 6.00 Risk Category:III Snow Duration: - HORZ(LL): 0.009 A - - F /-126 Des Ld: 51.00 EXP:C Kzt:NA HORZ(TL): 0.010 A - - Wind reactions based on MWFRS Mean Height:19.05 ft BuildingCode: CreepFactor:2.0 F Brg Wid=30.4 Min Req= - NCBCLL 0.00 TCDL:6.0 psf Bearing F is a rigid surface. Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.099 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.136 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.365 Maximum Top Chord Forces Per Ply(Ibs) P 9 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): A-B 478 -478 B-C 959 -959 Wind Duration:0.00 WAVE VIEW Ver:21.02.00.1005.17 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x6 DF-L#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 DF-L#2 F-E 959 -958 E-D 478 -478 Webs 2x4:DF-L Standard+DF-L Stud: Plating Notes Maximum Web Forces Per Ply(Ibs) All plates are 1.5X4 except as noted. Webs Tens.Comp. Webs Tens. Comp. A-F 412 -458 G-C 1121 -1121 Loading F-G 1123 -1123 C-D 553 -599 Truss transfers a maximum horizontal load of 962#( 380.00 plf)along top chord,from either direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 962 380.00 TC 0.00 2.53 962 380.00 BC 0.00 2.53 Additional Notes Truss must be installed as shown with top chord up. eD PROFFS Blocking panels shall be attached to the shear wall OG� ,AG I N���s/O� and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The (y 83294PE overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. OREGON /3 4 Ai, 14,20� cm °sell Tar Renewal 6/30/2922 11/11/2021 '*WARNING'"'' READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon.Inc **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P O.Box 468 Trusses require extreme care in fabricatinghandling,shipping,instalen and bracing. Refer to and follow the latest edition of BCSI(Buildingcomews OR 97113 p 9. (503)357-2118 Component Safety information,by TPI and'SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceding Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections 53,B7 or B10 as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise I#efer to ALPINE' drawings I SOA-2 for standard plate positions.Refer to job's General Moths page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not.be responsible for any deviation from this drawing,any failure to build the ANRW COMPANY truss in conformance with ANSITTPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional enqiineering responsibility solely-for the design shown.The suitability and use of this Suite 242 drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec2. For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcaoomponents.com;ICC:iccsafe.orq;AWC:awc.org Earth City,Missouri 63045 !,/IYr'iNiia11 4,WM,)}NtNAP(RNIf6lP1F%¢+'sJY AF0M44.41400+/f ii};6.MlFPWAW”..... WYPfsfaMMMWi14.1,FMH YW#MfN.U/t.[9NX.+M AHa.'tle.....NN ..AGNro.Mss,hi..smA.f2f.2MWtMdAYMRTSFMFpH.VFAHW%WfSM'od RMMVP,,VA Nzuypa...: SEQN:238948/ FLAT Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:1Xa(71750005 T51 I FROM:MG Qty: 18 Art Rutkin DrwNo: 315.21.1038.45891 Truss Label: GBP1 / RTT 11/11/2021 I 1'2"6 I 1'2"5 1 2'4"11 1 1'2"5 III 1.5X4 III 1n.5X4 III 1.5X4 3X5 C 1 M 1 F D III3X5 E III1.5X4 III 1.5X4 III 1.5X4 H-2'4"11 -{ 0 1 1 2"5 1 I2'4"11 I 12"5 1'2"6 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs),or'=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct: - CAT: - PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce: - VERT(LL): 0.001 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL): 0.001 C 999 240 F* - /- /- /52 /- /- BCDL: 6.00 Risk Category:III Snow Duration: - HORZ(LL): 0.009 A - - F /-129 Des Ld: 51.00 EXP:C Kzt:NA HORZ(TL): 0.009 A - - Wind reactions based on MWFRS Mean Height:19.05 ft BuildingCode: CreepFactor:2.0 F Brg Wid=28.7 Min Req=- NCBCLL: 0.00 TCDL:6.0 psf Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.093 Bearing F is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.128 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.351 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:4(0)l4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 450 -450 B-C 903 -903 Wind Duration:0.00 WAVE VIEW Ver:20.02.00A.1020.21 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x6 DF-L#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 DF-L#2 F-E 904 -903 E-D 450 -450 Webs 2x4:DF-L Standard+DF-L Stud: Loading Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Truss transfers a maximum horizontal load of 906#( 380.00 plf)along top chord,from either A-F 412 -456 G-C 1074 -1074 direction,to supports where indicated.Diaphragm and F-G 1076-1077 C-D 552 -596 connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 906 380.00 TC 0.00 2.39 906 380.00 BC 0.00 2.39 Additional Notes Truss must be installed as shown with top chord up. Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide ep PROF lateral restraint for end webs against buckling. The F1 F overturning force at each end must be transferred t(�' `SiS`j between successive panels. The vertical connection �CO �G)N F� Q required at each end is equal to the drag load in PLF a�� �' 83294PE times the truss height in feet. ORON 1 `2tr14,EG2 0� 0 G • *sell Tan' Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handlin_g,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 poor to performing these functions Installers shall provide temporary (503)357.2118 bracing per BCSI Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details., unless noted otherwise- Refer to A LPI N E drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_Components Group Inc-shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TP' 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown.The suitability and use of this drawing for any sfr'ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2 Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Earth City,Missouri 63045 w✓, rea�aJ.ve...rz,x, .:,.. SEQN:238952/ GABL Ply: 1 Job Number: 0721001 Cust:R 7175 JRef:lXaf71750005 T62 / FROM:MG Qty: 7 Art Rutkin DrwNo: 315.21.1038.45968 1 Truss Label: GBP2 / RTT 11/11/2021 I 1 3"4 1'3"3 0 1 I 2 6"7 1 1'3"3 A 1113X50 T !mew, am iV 1irmimmuls F, II13X5 2'6"7 a"1 1'3"3 1 --2'6"7-H 1 3"3 H 1'3"4 Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria ♦Maximum Reactions(Ibs),or* PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct: - CAT: - PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL.: 20.00 Speed: 130 mph Pf:27.0(specified) Ce: - VERT(LL): 0.001 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL): 0.001 C 999 240 F* - /- /- /52 /- /- BCDL: 6.00 Risk Category:111 Snow Duration: - HORZ(LL): 0.010 A - - F /-128 Des Ld: 51.00 EXP:C Kzt:NA HORZ(TL): 0.010 A - - Wind reactions based on MWFRS Mean Height:23.50 ft F Br Wid=30.4 Min Req 0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 9 =- Soffit 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.099 Bearing F is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.136 Members not listed have forces less than 375#Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.374 Chords Tens.Comp. Loc.from endwall:NA FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): A-C 959 -959 Wind Duration:0.00 WAVE VIEW Ver:21.02.00.1005.17 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x6 DF-L#2 Chords Tens.Comp. Bot chord 2x4 DF-L#2 F-D 959 -959 Webs 2x4:DF-L Standard+DF-L Stud: Plating Notes Maximum Web Forces Per Ply(lbs) All plates are 1.5X4 except as noted. Webs Tens.Comp. Webs Tens. Comp. A-F 458 -504 C-D 598 -645 Loading F-C 1149-1149 Truss transfers a maximum horizontal load of 962#( 380.00 plf)along top chord,from either direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 962 380.00 TC 0.00 2.53 962 380.00 BC 0.00 2.53 Additional Notes Truss must be installed as shown with top chord up. � ¢Ep PROFS Blocking panels shall be attached to the shear wall G N and roof diaphragm for the drag load stated. Provide 1.‘ EF 04. lateral restraint for end webs against buckling. The (6.Z 83294PE tO overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. OREGON I Ly 14,20 0 Snell Tan Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc {'IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P 0 130x468 Trusses require extreme care in fabricating,handlingshipping,instalen and bracing. Refer to and follow the latest edition of BCSI(BuildingCornelius0 )357OR197113 Component Safety Information,by TPI and SBCA)fr safety practices prior to perforing these functions. Installers shall provide temporary (503)357-211A bracing per BGSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have_a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections 83,B7 or B10, as applicable. Apply plates to each face.01 truss and position as shown above and on the Join Details, unless noted otherwise, Refer to A LPI N E drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Building_Components Group Inc.shall not be respon5ible for any deviation from this drawing,any failure to build the ANImmuenxT truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing.of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional englneeng responsibility solely-for the design shown.The suitability and use of this drawing for any structuren is the responsibility of the Building-Designer per ANSIfTPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC'iccsafe.orq;AWC:awc.orq Earth City,Missouri 63045 SEQN:238954/ GABL Ply: 1 Job Number: 0721001 I Gust:R 7175 JRef:1Xaf71750005 T61 / FROM:MG Qty: 18 Art Rutkin DrwNo: 315.21.1038.45531 Truss Label: GBP3 / RTT 11/11/2021 I- 11 2"6 25 5:1 I 24"11 1 1.2.5 A 1II3X5 C T ;ismormi‘s, "ii . PF 1 • Fr D III 3X5 2'411 0r1 I 12'5 1 24'11 I- 1 2.5 126 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefIICSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct: - CAT: - PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce: - VERT(LL): 0.001 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL): 0.001 C 999 240 F* - /- I- /52 /- /- BCDL: 6.00 Risk Category:III Snow Duration: - HORZ(LL): 0.009 A - - F /-131 EXP:C Kzt:NA HORZ TL: 0.010 A - - Wind reactions based on MWFRS Des Ld: 51.00 Mean Height:23.50 ft ( ) NCBCLL: 0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 F Brg Wid=28.7 Min Req= - Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.093 Bearing F is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.128 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.361 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:4(0)/4(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): A-C 904 -904 Wind Duration:0.00 WAVE VIEW Ver:20.02.00A.1020.21 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x6 DF-L#2 Chords Tens.Comp. Bot chord 2x4 DF-L#2 F-D 904 -904 Webs 2x4 DF-L Standard+DF-L Stud: Plating Notes Maximum Web Forces Per Ply(Ibs) All plates are 1.5X4 except as noted. Webs Tens.Comp. Webs Tens. Comp. A-F 458 -502 C-D 597 -642 Loading F-C 1104 -1104 Truss transfers a maximum horizontal load of 906#( 380.00 plf)along top chord,from either direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1 906 380.00 TC 0.00 2.39 906 380.00 BC 0.00 2.39 Additional Notes Truss must be installed as shown with top chord up. �co'PRpFFs Blocking panels shall be attached to the shear wall �� G`N tsjO and roof diaphragm for the drag load stated. Provide �� r1 F 2 lateral restraint for end webs against buckling. The 'Q 9 overturning force at each end must be transferred iIt 83294PE between successive panels. The vertical connection "" required at each end is equal to the drag load in PLF times the truss height in feet. OREGON 13 oe C `U014,2- Ri `4Seli Tan Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlingshipping,installn and bracing. Refer to and follow the latest edition of BCSI(BuildingCornelius OR 97113 Component Safety Information,by TPI and SBCA)fi safety actices prior to perforing these functions. Installers shall provide tepora (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63,B7 or B10, as applicable. Apply plates to each face.o1 truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the *MW COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawi Rng or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional en ineering responsibility solelylor the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-DDesigner per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Earth City,Missouri 63045 SEQN:238219/ GABL r Ply: 1 Job Number: 0721001 1 Cust:R7175 JRef:IXat71750005 T11 / FROM:MG Qty: 1 Art Rutkin I DrwNo: 315.21.1038.44237 Truss Label: GBP4 / RTT 11/11/2021 1'6"3 3'0"6 1'6"3 1'6"3 A B 1113X5 C T r I F D 1113X5 E F' 3'0"6 H 1'6"3 1 1'6"3 1'6"3 3'0"6 H Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or"=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct:1.1 CAT:It PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce:1.0 VERT(LL): 0.001 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: 1.00 VERT(CL): 0.001 B 999 240 D* 160 /- /- /75 /99 /- BCDL: 6.00 Risk Category:Ill Snow Duration:1.15 HORZ(LL): 0.011 A - - F /-109 Des Ld: 51.00 EXP:C Kzt:NA HORZ(TL): 0.012 A - - Wind reactions based on MWFRS Mean Height:19.05 ft BuildingCode: CreepFactor:2.0 D Brg Wid=36.4 Min Req= - NCBCLL: 0.00 TCDL:6.0 psf Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.112 Bearing F is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.154 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: 0.393 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 542 -542 B-C 1087 -1087 Wind Duration:1.60 WAVE VIEW Ver:21.02.00.1005.17 Lumber Blocking panels shall be attached to the shear wall Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x6 DF-L#2 and roof diaphragm for the drag load stated. Provide Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 DF-L#2 lateral restraint for end webs against buckling. The F-E 1088-1087 E-D 542 542 Webs 2x4:DF-L Standard+DF-L Stud: overturning force at each end must be transferred between successive panels. The vertical connection Plating Notes required at each end is equal to the drag load in PLF Maximum Web Forces Per Ply(Ibs) times the truss height in feet. Webs Tens.Comp. Webs Tens. Comp. All plates are 1.5X4 except as noted. A-F 389 -442 G-C 1217 -1218 Loading F-G 1218 -1219 C-D 523 -576 Truss transfers a maximum horizontal load of 1091#( 360.00 plf)along top chord,from either direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 1091 360.00 TC 0.00 3.03 1091 360.00 BC 0.00 3.03 Truss designed to support 1-6-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0"span opposite face.Top chord may be �.evi PRopz, notched 1.5"deep X 3.5" at 48"o/c along top edge. .( c\vis_ DO NOT OVERCUT.No knots or other lumber 5 �G N F� 0 defects allowed within 12"of notches.Do not notch J � 83294PE �y in overhang or heel panel,unless specified otherwise Wind Wind loads based on MWFRS with additional C&C member design. OREGON End verticals not exposed to wind pressure. .A `VLY 14,2c. m Additional Notes 4Ssell Tan t Truss must be installed as shown with top chord up. Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc **IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional engineering responsibility solelylor the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Earth City,Missouri 63045 ( SEON:238221/ FLAT Ply: 1 Job Number: 0721001 Cust:R7175 JRef:1Xaf71750005 T113 ' FROM:MG Qty: 1 Art Rutkin DrwNo: 315.21.1038.42864 Truss Label: GBP5 / RTT 11/11/2021 I111.5X4 A =3X5 g =4X5 III1.5X4 2'0"6 20"6 2'0"6 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct: - CAT: - PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce: - VERT(LL): 0.001 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL): 0.001 B 999 240 C* - /- /- /52 /- /- BCDL: 6.00 Risk Category:III Snow Duration: - HORZ(LL): 0.007 A - - Wind reactions based on MWFRS EXP:C Kzt:NA HORZ TL: 0.007 A - - C BrgWid=24.4 Min Des Ld: 51.00 Mean Height:19.05 ft ( ) Req NCBCLL: 0.00 g Building Code: Creep Factor:2.0 Bearing D is a rigid surface. TCDL:6.0 psf Soffit: IBC 2018 Max TC CSI: 0.014 Members not listed have forces less than 375# Load Duration:on: BCDL:3.6 psf 1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.010 Maximum Top Chord Forces Per Ply(Ibs)Chords Tens.Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.291 Loc.from endwall:NA FT/RT:4(0)/4(0) A-B 728 -729 GCpi:0.18 Plate Type(s): Wind Duration:0.00 WAVE VIEW Ver:21.02.00.1005.17 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp_ Top chord 2x6 DF-L#2 D-C 729 -728 Bot chord 2x4 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud: Maximum Web Forces Per Ply(Ibs) Loading Webs Tens.Comp Webs Tens. Comp. Truss transfers a maximum horizontal load of A-D 383 -464 B-C 518 -599 731#( 360.00 plf)along top chord,from either D-B 915 -915 direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 731 360.00 TC 0.00 2.03 731 360.00 BC 0.00 2.03 Additional Notes Truss must be installed as shown with top chord up. Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide �Q PROF lateral restraint for end webs against buckling. The F overturning force at each end must be transferred �'`�' �G) F� `3% between successive panels. The vertical connection \ 0.4 required at each end is equal to the drag load in PLF _( . 83284PE St times the truss height in feet. OREGON A r `��/LY 14,20tfa tZ 4SSe11 Tarp' Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlingshipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10 as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any,failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional enameering responsibility solely/or the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Earth City,Missouri 63045 SEQN:238223! FLAT Ply: 1 Job Number: 0721001 I Cust:R 7175 JRef:1Xaf71750005 T118 FROM:MG Qty: 1 Art Rutkin DrwNo: 315.21.1038.45188 Truss Label: GBP6 / RTT 11/11/2021 , 1'6"3 I 3'0"6 '� 1'6"3 1'6"3 1111.5X4 1.5X4 1.5X4 A =3X5 C T 0 ,- F D III3X5 E III1.5X4 III 1.5X4 1111.5X4 I' 3'0"6 1 F 1'6"3 , 16"3 1'6"3 3'0"6 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or'=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct: - CAT: - PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce: - VERT(LL): 0.001 C 999 360 LOG R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL): 0.001 C 999 240 D* - /- /- /52 /- /- BCDL: 6.00 Risk Category:III Snow Duration: - HORZ(LL): 0.012 A - - F /-110 Des Ld: 51 00 EXP:C Kzt:NA HORZ(TL): 0.012 A - - Wind reactions based on MWFRS Mean Height:23.50 ft D Br Wid=36.4 Min NCBCLL: 0.00 Building Code: Creep Factor:2.0 9 Req=- TCDL:6.0 psf Bear ing rigid surface. Soffit: 2.00 BCDL:3.6 psf IBC 2018 Max TC CSI: 0.112 F is a g Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.154 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.401 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 542 -542 B-C 1088 -1088 Wind Duration:0.00 WAVE VIEW Ver:21.02.00.1005.17 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x6 DF-L#2 Bot chord 2x4 DF-L#2 F-E 1088-1087 E-D 542 -542 Webs 2x4:DF-L Standard+DF-L Stud: Loading Maximum Web Forces Per Ply(Ibs) Truss transfers a maximum horizontal load of Webs Tens.Comp. Webs Tens. Comp. 1091#( 360.00 plf)along top chord,from either A-F 433 -486 G-C 1239 -1239 direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. F-G 1241 -1241 C-D 567 -620 Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 1091 360.00 TC 0.00 3.03 1091 360,00 BC 0.00 3.03 Additional Notes i Truss must be installed as shown with top chord up. Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide Ep PRO/t- lateral restraint for end webs against buckling. The F overturning force at each end must be transferred �'c' �G`N�� `stS'/O between successive panels. The vertical connection ♦ required at each end is equal to the drag load in PLF (VO g3294PE R y times the truss height in feet. it OREGON < `VLY 14,20� e, 4SSeli Tang Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly mil d ld ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, IdA as applicable. AppTy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise Refer to ALPINE drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/I-PI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 514 Earth CityExpressway listing this drawing indicates acceptance of professional en Ineenng responsibility solely-tor the design shown The suitability and use of thisp Y drawing for any structure is the responsibility of the Building-DDesigner per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Earth City,Missouri 63045 SEQN:238225/ FLAT I Ply: 1 i Job Number: 0721001 Cust:R7175 JRef:1Xaf71750005 T115 ' FROM:MG [ Qty: 1 Art Rutkin DrwNo: 315.21.1038.44035 Truss Label: GBP7 / RTT 11/11/2021 UT .5X4 A -3X5 B 0 N J_ C =4X5 III1.5X4 • H - 2'0"6 -_ .__---{ 1-' 2'0"6 H 2'0"6 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:10.0 Ct: - CAT: - PP Deflection in loc L/defl IA Gravity Non-Gravity TCDL: 20.00 Speed: 130 mph Pf:27.0(specified) Ce: - VERT(LL): 0.001 B 999 360 Loc R+ /R- /Rh /Rw /U I RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL): 0.001 B 999 240 C* - /- /- /52 /- /- BCDL: 6.00 Risk Category:III Snow Duration: - HORZ(LL): 0.008 A - - Wind reactions based on MWFRS EXP:C Kzt:NA 0.008 A - - Brg Des Ld: 51.00 HORZ(TL): C Wid=24.4 Min Req= - Mean Height:23.50 ft BearingD is a rigid surface. NCBCLL:0.00 Building Code: Creep Factor:2.0 9 TCDL:3.6 psf IBC 2018 Max TC CSI: 0.014 Members not listed have forces less than 375# Soffit:Duration:2.0 BCDL:3.6 psf Maximum Top Chord Forces Per Ply(Ibs) Load 1.15 MWFRS Parallel Dist:0 to h/2 TPI Std 2014 Max BC CSI: 0.010 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.300 Chords Tens.Comp. Loc.from endwall:NA FT/RT:4(0)/4(0) A-B 729 -729 GCpi:0-18 Plate Type(s)- Wind Duration:0.00 WAVE VIEW Ver:21.02.00.1005.17 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Top chord 2x6 DF-L#2 D-C 729 -728 Bot chord 2x4 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud: Maximum Web Forces Per Ply(Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. Truss transfers a maximum horizontal load of A-D 428 -510 B-C 563 -645 731#( 360.00 plf)along top chord,from either D-B 944 -944 direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 731 360.00 TC 0.00 2.03 731 360.00 BC 0.00 2.03 Additional Notes Truss must be installed as shown with top chord up. Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The Op PROp-� overturning force at each end must be transferred �, s between successive panels. The vertical connection G-, GI N 6- S/3 required at each end is equal to the drag load in PLF Ow (� R 'L times the truss height in feet. 14/ 83294PE 9 OREGON 15 `ZLr 14,2°� AF 4ese/I Tanq/ Renewal 6/30/2022 11/11/2021 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installin and bracing. Refer to and follow the latest edition of BCSI(BuildingCornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety ractices priorp to perforing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted Otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections E33,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the *N OWCO truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawi COMPANY ng or cover page 514 Earth City Expressway listing this drawing indicates acceptance of professional enneering responsibility solely for the design shown.The suitability and use of this drawing for any structuregi is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. Suite 242 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Earth City,Missouri 63045 FOR OFFICE USE ONLY—SITE ADDRESS: This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT Transmittal Letter r i G n R t) 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigar -or.gov TO: Tom Hochstatter DATE RECEIVED: DEPT: BUILDING DWISION y jE'VEE FROM: Zach Hunt ,.'� DEC 2 3 2011 COMPANY: P&C Construction ;;ITY OF MAN) PHONE: 503 269 sa41 lUILDING DIVISIOW'y: EMAIL: ZHunt@builtbypandc.com RE: 15600 SW River Terrace Blvd. BUP2020-00153 (Site Address) (Permit Number) Art Rutkin Elementary School (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING IT ` S: Copies: Description: Copies: Description: Additional set(s)of plans. 1 _ook Revisions: Cross section(s)and d • {y Wall bracing and/or lateral analysis. X Floor/roof framing. Basement and retaining walls. Beam calculations. X Engineer's calculations. f X Other(explain):Design drawings for reference REMARKS: Shop-fabricated roof truss calculations and shop drawings.Included are structural design drawings for reference,along with complete submittal package { stamped and reviewed/approved by EOR. O a 0 JJ1 , FOR OFFICE USE ONLY Routed to Permit Technician: Date: Initials: Fees Due: ❑ Yes, ❑No Fee Description: Amount Due: info Pro Ce .SS ;hS $ kco --' PI rev v./ -tee $ SW 8) c1.3 $ 6O 8 . �3 Special Instru 'ons: Rep t Permit(per PE): ❑ Yes ❑ No ❑Done Applicant Notified: r Date: ?hi 23.- Initials: I:\Building\FormslTraiLl ttalLetter-R +isions_073120.doc P&C Construction Project: 19001 19001 -ArtRutkin Elementary School 2133 NW York St 6960 SW Sandburg Street Portland,Oregon 97210-2108 'r Tigard,Oregon 97223 P:503,665.0165 1 Construction Submittal #061753-1.2 - Shop Fabricated Wood Trusses - Shop Drawings Roof 061753 - Shop Fabricated Wood Trusses Revision 2 Submittal Manager Mason Drake(P&C Construction) Status Open Date Created Nov 10,2021 Issue Date Nov 10,2021 Spec Section 061753-Shop Fabricated Wood Trusses Responsible Wood Mechanix LLC Received From Ron Paci(Wood Mechanix LLC) Contractor Received Date Submit By Final Due Date Nov 19,2021 Lead Time OFFICE COPY Cost Code Location Type Shop Drawing eBuilder Submittal 098 Number Approvers Art-Rutkin-Bora(Bora Architects),Zachary Hunt(P&C Construction) Ball in Court Art-Rutkin-Bora(Bora Architects),Zachary Hunt(P&C Construction) Distribution Dan Harp(A&R Solar), Kyle Scott(Portland Electrical Construction Inc.), Del Hanson(Portland Electrical Construction Inc.), Greg Boen(Portland Electrical Construction Inc.),Kyle Sutherland(P&C Construction),Jared Steagall(P&C Construction), Randy Peterson(P&C Construction),Ron Paci(Wood Mechanix LLC),Zachary Hunt(P&C Construction),Damian Hensley (Wood Mechanix LLC),Mason Drake(P&C Construction),Branden Bock(P&C Construction) Description See below for Shop Fabricated Wood Trusses-Shop Drawings Roof submittal.This is the roof trusses that are needing review. Please note that this engineering includes the weights from the pipe grid and curtain system from submittal eB04-116143-1.0. Loads are represented by circles in the layout drawings.Actual PV loads have been sent over from the supplier,and are confirmed by Truss-Components to be within design load tolerances. Submittal Workflow Name Sent Date Due Date Returned Date Response Attachments General Information 0721001-1 FINAL.pdf Attachments 0721001 -24x36 Layout 11-12-21 FINAL.pdf Art-Rutkin-Bora Nov 19,2021 Pending Zachary Hunt Nov 19,2021 Pending REVIEWED ❑MAKE CORRECTIONS NOTED ❑REJECTED ❑REVISE AND RESUBMIT THIS REVIEW DOES NOT RELIEVE CONTRACTOR FROM COMPLIANCE WITH THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, SELECTING FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION,COORDINATING THEIR WORK WITH ALL OTHER TRADES,AND PERFORMING THEIR WORK IN A SAFE AND SATISFACTORY MANNER. 11/12/2021 SSS DATE CATENA CONSULTING ENGINEERS BY P&C Construction Page 1 of 1 Printed On:Nov 12,2021 08:26 AM PST