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Specifications (25)
Sfte-Address. . 8,g..5 .09.00) C sC, . ,1 dam= . ,,, , . . . k , , , , : , r `S � �' * tied , . . - -. , ., , , .. . . . , . , - TO: .1)ATE 4CEIVIrt). ' PROM; f- APR9 . g yam NE; . ♦ aist $ettp 0 v..,,00t.77 *� « AD DAwR4O DialtRitlEASONWITAX1171#2, hr•,\ r . • � � be setenittedUkt � ' 4‘s * : b4 that s * du � t " of the hu ,The defer.*sehlttl—thtlitenthehell-hetU*utak-4**Elbe diefigotiortd-wield'a �avaitY. � mil: i i o cian: r�_ A ; q aa- V - - Reprint Permit per PE) W. - ` irk . Oh Abe valuatah Of the p1 CYq c ' i@ *Whim to the Ptejectithetio.fiiew fee ter ' t:hu td hg p all REC51VE' D t Ir n ITW Company s.t 55 Harlem Ave �E�j Iding,4th Floor ALPINE Glenview,IL 60025 AN ITW COMPANY Phone:(800)877-3678(916)387-0116 E4 PROpe Fax:(916)387-1110 'l`4 061 N#f g www.alpineitw.com c; 17932 PE o/. 7 f SUBMITTAL REVIEW �NO EXCEPTIONS TAKEN ❑ REVISE AND RESUBMIT ❑ MAKECORRECTIONSNOTED ❑ SUBMITSPECSIED ITEM �(} ?tT1E QfTi CHEGIN6 IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT8 �h� !. M THE FROIECT AND GENERAL COMPLMNCE WHH THE INFOR 7; 1N THE -�Er YS, y CgYTRAtT OOCUMENiS.ANY ACTION SNOWTI AGOYE,IS SUe1ECT TO THE RE C OMREMENTS OF THE FUNS AND SFECIfiGT10NS CONTRACTOR IS RESPON 4� A` SRRE F011:DIMENSIONS WINCH N11LL GE fA&iMATFO AND CORREIAIEO AT THE AIR SIiF:fABMGTroN FROCF58E5 AND TECNMWES Of CONSTRUCOOM EXPIRATION DATE:12131f2025 , SATISF UTION OF THEM WORN WRN THAT OF A L D NER TRADES;ANG HE �y�,,SATISFACTORYPERFORMAMCEOFTMETR WORK 04/01/2024 BY T"�'AL"�`"...1 DATE4.5.2024 Site information, Customer: Truss Components of Oregon,Inc. Job Number: 1223001 Job Description: Dartmouth Address: 6835 SW Clinton St.,Tigard,OR Job Engineering Criteria: Design Code: IBC 2018 IntelliVIEW Version: 23.01.02 through 23.02.04 JRef#: 1 XYK71750005 Wind Standard: ASCE 7-16 Wind Speed(mph): 97 Design Loading(psf): 73.00 Building Type: Closed This package contains general notes pages,145 truss drawing(s)and 3 detail(s). item Drawing.Number Truss item Drawing Number Truss 1 092.24.0958.24680 A 2 092.24.0958.30477 Al 3 092.24.0958.46837 A2 4 092.24.0958.52370 A3 5 092.24.0958.58103 A4 6 092.24.0959.04593 A5 7 092.24.0959.14673 A6 8 092.24.0959.21900 ADS 9 092.24.0959.26817 ADS1 10 092.24.0959.38660 AGE 11 092.24.0959.46220 AGE1 12 092.24.1000.20453 AK 13 092.24.1000.28093 AK1 14 092.24.1000.33873 B 15 092.24.1000.38687 B 1 16 092.24.1000.43043 B2 17 092.24.1001.43957 B3 18 092.24.1001.49860 B4 19 092.24.1001.55280 B5 20 092.24.1002.00540 B6 21 092.24.1002.08850 B7 22 092.24.1002.24000 BDS 23 092.24.1002.28120 BGE 24 092.24.1002.42870 BGE1 25 092.24.1002.46220 BK 26 092.24.1002.53147 BK1 27 092.24.1002.56343 C 28 092.24.1003.19690 C1 29 092.24.1003.29463 CDS 30 092.24.1003.35720 CGE 31 092.24.1003.38967 CK 32 092.24.1003.42393 D 33 092.24.1003.52760 DDS 34 092.24.1003.56670 DGE 35 092.24.1004.05853 DK 36 092.24.1004.10060 E 37 092.24.1004.26433 EDS 38 092.24.1004.37663 EGE 39 092.24.1004.43923 EK 40 092.24.1004.47230 F 41 092.24.1004.53993 FOS 42 092.24.1005.01440 FGE 43 092.24.1005.09233 FK 44 092.24.1005.13157 G 45 092.24.1005.16260 G1 46 092.24.1005.23010 GDS 47 092.24.1005.27200 GGE 48 092.24.1005.33983 GK 49 092.24.1006.15887 H 50 092.24.1006.19337 H1 Alpine,an ITW Company 155 HarlemAve North Building,,4th4th Floor ALPINE Glenview,IL 60025 AN ITW COMPANY Phone:(800)877-3678(916)387-0116 PRap Fax:(916)387-1110 �4 N=GE Fa www.alpineiiw.com f g� R `4i C� 17932 PE 'oy SUBMITTAL REVIEW f ❑ MARECORRECTIONS NOTED ❑ SUBMITSPECIFIED ITEM OREGON CHECIDN6 6 DNLT FOR DENERAL CONFDRMANCE WITX THE DEIGN CONCEPT 1/RGV OF THE PROTECT 0.ND CEHERIL COMPIMNCE CORN TIE IMFORMAMNi N1 tNE CONTRACT DOCMTENTS.ANY AND SPECIFICATIONS 4NDWN ABOVE,N RACTOR SI THE ON 8 �tT rs �'� 'i WMEFOR DIMENSIONS DF THE WHICH AND SPECMCFATHO CONTRACTOR IS E ATELI A THEE FOR EFAH/ H N PRO ESSE BE FABRICATED AND CORRELATED AT THEM SITE FA F THEIR PROCESSES WITH S AND F ALL IESOTHER OF CONSI/W T HE CODNONUTOH OF TNET WORN WITH MT OF ALL OTHER TRADES:MID THE IEXPIRA110N DATE:12i3112025 I 4ATI4FACTORY PERFORMANCE OF THEIR WORN. BY .A;,_ DATE 4.5.2024 04/01/2024 Site Information: Page 2s Customer: Truss Components of Oregon,Inc. Job Number: 1223001 Job Description: Dartmouth Address: 6835 SW Clinton St.,Tigard,OR Item Drawing Number Truss Drawing Number' Truss 51 092.24.1006.30227 H2 52 092.24.1006.33553 H3 53 092.24.1006.36717 H5 54 092.24.1006.39950 H6 55 092.24.1007.01167 H7 56 092.24.1007.07723 H8 57 092.24.1007.11277 H9 58 092.24.1007.14750 H10 59 092.24.1007.35637 HDS 60 092.24.1007.46947 HDS1 61 092.24.1007.53663 HDS2 62 092.24.1009.34537 HDS3 63 092.24.1010.29650 HDS4 64 092.24.1010.52860 HDS5 65 092.24.1010.59353 HDS6 66 092.24.1011.06833 HDS7 67 092.24.1011.28830 HDS8 68 092.24.1011.48457 HDS9 69 092.24.1011.55020 HDS10 70 092.24.1011.59813 HGE 71 092.24.1012.05410 HGE1 72 092.24.1012.11423 HK 73 092.24.1012.15753 HK1 74 092.24.1012.21727 I 75 092.24.1012.25853 11 76 092.24.1012.51970 IGE 77 092.24.1013.14950 IGE1 78 092.24.1016.00180 IGE2 79 092.24.1016.05477 IGE3 80 092.24.1016.49767 BP 81 092.24.1016.56230 BP1 82 092.24.1017.00160 BP2 83 092.24.1017.04007 BP3 84 092.24.1017.07013 BP4 85 092.24.1017.10057 BP5 86 092.24.1017.13980 BP6 87 092.24.1017.19603 BP7 88 092.24.1017.23413 BPS 89 092.24.1017.28150 BP9 90 092.24.1017.32893 BP10 91 092.24.1017.37993 BP11 92 092.24.1017.41877 BP12 93 092.24.1017.45873 BP13 94 092.24.1017.50797 BP14 95 092.24.1017.56560 BP15 96 092.24.1018.00617 BP16 97 092.24.1018.06233 BP17 98 092.24.1018.11010 BP18 99 092.24.1018.14880 IBP 100 092.24.1018.19613 IBP1 101 092.24.1018.23630 IBP2 102 092.24.1018.33667 IBP3 103 092.24.1018.36730 IBP4 104 092.24.1018.39850 IBP5 105 092.24.1018.42977 IBP6 106 092.24.1018.46307 IBP7 107 092.24.1018.50287 IBPB 108 092.24.1018.53427 IBP9 109 092.24.1019.24083 IBP10 110 092.24.1019.29650 IBP11 111 092.24.1019.34510 IBP12 112 092.24.1019.38597 IBP13 113 092.24.1019.43593 IBP14 114 092.24.1019.48683 IBP15 115 092.24.1019.51887 IBP16 116 092.24.1019.55013 IBP17 Alpine,an ITW Company /011164\ 155 Harlem Ave ALPINE NorthBuiveg,4tIL Floor025 pROp AN Glenview,IL 60025 Phone:(800)877-3678(916)387-0116 /y�� Eµc'N � Ss www.alpineitw.com 17933 PE 1.0y SUBMITTAL REVIEW www.alpineitw.com 4 7 �NO EXCEP IONSTAKEN ❑ REVISEAND RESUBMn �/' ❑ MAKE CORRECTIONS NOTED ❑ SUBMISPECIRED ITEM OCxF E CxMxCcT disoTxl 11 Ac eff1 NiA717xOpWx M E xO 4CoD p R7 QUIRMENTS OF ME PLANS AND SPECIFIC0.)MO CONTRACTOR IS AESPoROREGO�� rM H6E1EOdMKi ACM3RHDBLL -MRM3AON . ` STSFACTORT PERFORMANCE OFTI WORK . I EXPIRATION DATE:1213112025 BYE'"" DATE 4.5.2024 04/01/2024 Site Minimalism Page 3• Customer: Truss Components of Oregon,Inc. Job Number: 1223001 Job Description: Dartmouth Address: 6835 SW Clinton St.,Tigard,OR item Drawing Number truss item Drawing Number Truss 117 092.24.1020.04247 18P18 118 092.24.1020.15033 IBP19 119 092.24.1020.18260 IBP20 120 092.24.1020.22980 IBP21 121 092.24.1020.26963 IBP22 122 092.24.1021.22200 IBP23 123 092.24.1021.26993 IBP24 124 092.24.1021.31733 IBP25 125 092.24.1021.35647 IBP26 126 092.24.1021.40453 IBP27 127 092.24.1023.25297 IBP28 128 092.24.1023.29053 IBP29 129 092.24.1023.31990 1BP30 130 092.24.1023.34937 IBP31 131 092.24.1023.39663 IBP32 132 092.24.1023.42813 IBP33 133 092.24.1023.45927 IBP34 134 092.24.1023.49880 IBP35 135 092.24.1023.55683 IBP36 136 092.24.0820.58482 IBP37 137 092.24.0820.58682 IBP38 138 092.24.0823.17833 IBP39 139 092.24.0823.17623 IBP40 140 092.24.1023.59690 IBP41 141 092.24.1024.04533 IBP42 142 092.24.1024.08483 IBP43 143 092.24.1024.11587 IBP44 144 092.24.1024.17940 IBP45 145 092.24.0820.58481 IBP46 146 BRCLBSUB0119 147 A20030ENC160118 148 GBLLETIN0118 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/TP! 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.orq. 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. FRT-PR=ProWood 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. U#=user specified divisor for limiting span/deflection ratio for evaluation of actual Udefl value. L/defl=ratio of Length between bearings,in inches,divided by the 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 all load cases. Max TC CSI= Maximum bending and axial Combined Stress Index for Top Chords for all load cases. Max Web CSI=Maximum bending and axial Combined Stress Index for Webs for 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 References: 1. AWC: American Wood Council;222 Catoctin Circle SE,Suite 201; Leesburg, VA 20175;www.awc.orq. 2. ICC: International Code Council;www.iccsafe.orq. 3. Alpine,a division of ITW Building Components Group Inc.: 155 Harlem Ave, North Building,4th Floor, Glenview, IL 60025;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. Page 3 of 3 SEQN:484109 COMN Ply: 1 Job Number. 1223001 Gust:R 7175 JRef:1XYK71750005 T52 FROM:MG Qty: 14 Dartmouth DrwNo: 092.24.0958.24680 Truss Label: A / CA 04/01/2024 l 4 l 18' I 2T 31'11.14 9' 9' 9' 4,11 14 /5X1) /305 !, :45 T 12 v - y4X5 03X5 ES B T1 (B) (a) P A� w8 ...,. ,,,.........,_...„ _ I K 13XT 9.SX7 9M4X5 =3X5 IR5X8 113X7 1 31'11"14 I I 9' I 9' I g I 4'11'14 I 18' 2T 31.11.14 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:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl LJ# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.090 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.192 B 999 240 L 2384 /- I- /1260 /82 /243 BCDL: 10.00 Risk Category:I1 Snow Duration:1.15 HORZ(LL): 0.022 H - - G 2533 I- I- /1286 /138 I- EXP:Des Ld: 73.00 B Kzt:NA HORZ(TL): 0.046 H - - Wind reactions based on MWFRS Mean Height:55.17 ft NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 L Brg Wid=5.5 Min Req=2.5(Truss) Soffit: 2.00 IBC 2018 Max TC CSI: 0.737 G Brg Wid=3.5 Min Req=2.7(Truss) BCDL:4.2 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: 0.693 Spacing:24.0" C&C Dist a:3.20 ft Rep Fac:No Max Web CSI: 0.916 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT2(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:23.02.04.0123.13 A-B 280-3455 D-E 226 -1173 Lumber B-C 264-2711 E-F 232 -1098 C-D 288-2611 Top chord 2x6 DF-L#2 T1 2x6 DF-L SS; Bot chord 2x6 DF-L#2 Webs 2x4 DF-L#2 W1,W3 2x4 DF-L Standard+ Maximum Bot Chord Forces Per Ply(Ibs) DF-L Stud;W6 2x4 DF-L 2400f-2.0E; Chords Tens.Comp. Chords Tens.Comp. BracingL-K 144 -479 J-I 3172 -540 (a)Continuous lateral restraint equally spaced on K-J 3172 -540 I-H 2399 -392 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 209-2712 I-D 821 -35 TC:From 101 plf at 0.00 to 101 plf at 31.99 A-K 3213 -236 D-H 243 -1958 BC:From 40 plf at 0.00 to 40 ptf at 31.99 K-B 142 -393 H-F 2067 -254 TC: 276 lb Conc.Load at 31.50 B-I 172 -874 F-G 266 -2471 Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection �tiD PRO, F meets U240. 4� iiwOl N@£F S 49 S Wind loading based on both gable and hip roof types. [iinn PE O( /' SUBMITTAL REVIEW 1NO EXCEPTIONS TAKEN Cl REVISE AND RESUBMIT i ❑ MAKE CORRECTIONS NOTED ❑ SUBMITSPECIFIED REM CHEM/R IS ONLY FOR CONFORMANCE TM THE DESIGN CONC PT OF THE PROJECT AND GENERAL COMPLIANCE vim THE INFORMATION IN TOE � ���� CONTRACT DOCUMENTS.ANT ACTION SHOWN ABOVE.S SUBJECT TO THE RE / A OUIREMENTS OF THE PLANS AND SPECIFICATIONS.CONTRACTOR IS RESPNL d5 .� )• (Co4 STOLE Mt DIMENSIONS WHICH SHALL BE FABRICATED AND CORRELATED AT `,. AO 28,1 � DIE JOB SITE:FABRICATION PROCESSES AND 0*11 O TECHNIQUES OF CONSTRUCTION: '5 COORDINATION OF THEW WORK WRH THAT Of ALL OTHER TRADES:AND TNT F k L. SATSFACTORY PERFORMANCE OF THEIR WORK. I IXPIRATION DATE:12/31/2025 I BY` 44E- DATE 4.5.2024 l 4/U I/2024 "WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! 'Buss Components of Oregon,Inc. IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require a eme care in fabricating han�dlingq shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Component Safety Information,by WI and SBCA)Nor safety practices pprior to performing these functions. Installers shall provide temporary (503)357-2118 her bracing per BCSI.Unless noted Otwise,top chord shall have property attached structural sheathing and bottom chord shall have a property attached rigid ceiling.Locations shown far ermanent lateral restraint ofr webs shall have continuous rateral restraint(CLR),installed with diagonal bracing installed on the CLR per BCSI sections B3,B7,or B10,as applicable. Apply plates to each face of buss and position as Nshown aboveand girt the Joint Details, unless noted otherwise. Refer to drawings 160A-Z'for standard plate positions.Refer to job's General ALPINE' otes page for additional information. Alpine,a division of ITW Buildioo 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.q of trusses. A seal on this drawingor cover age AYRW D NAN listing this drawing indicates acceptance of professional encc��Ineenn responsibility solely7or the design shown.The suitabilit and use of this 155Nor Harlem Ave drawing for any Structure is the responsibility of the Building-Design,r per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinstorq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Glenview,IL 60025 SEQN:471543 MONO Ply: 1 Job Number. 1223001 Cust:R 7175 JRef:1XYK71750005 T8 FROM:MG Oty: 13 Dartmouth D1wNo: 092.24.0958.30477 Truss Label: Al / CA 04/01/2024 5'4'1 10'8'2 ( 5'4, I S4"1 '1 I1.5X4 C 4 12 v sB i a3 it- I — t F'=' Eilimiuminmingi D R 5 I G j 10'8'2 1 5'4'1 I 5'4"1 I 5'4, 10'8'2 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:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.008 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.017 B 999 240 F 796 /- /- /413 /10 /136 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.002 C - - G 796 /- /- /438 /40 /- Des Ld: 73.00 EXP.B Kzt.NA HORZ(TL): 0.004 C - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:52.45 ft Building Code: Creep Factor.2.0 F Brg Wid=5.5 Min Req=1.5(Truss) 6.0 psf Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.323 G Big Wid=5.5 Min Req=1.5(Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.182 Bearings F&G are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.582 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(gas) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 A-B 120 -744 Lumber Top chord 2x6 DF-L#2 Maximum Bot Chord Forces Per Ply Ohs) Bot chord 2x6 OF-L#2 Chords Tens.Comp. Webs 2x4:DF-L Standard+DF-L Stud: E-D 636 -269 Wind Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Ply(Ibs) member design. Webs Tens.Comp. Webs Tens. Comp. End verticals exposed to wind pressure.Deflection A-F 144 -710 B-D 266 -799 meets U240. A-E 681 -102 Wind loading based on both gable and hip roof types. SUBMITTAL REVIEW st0 P OFF if NO EXCEPTIONS TAKEN ❑ REVISE AND RESUBMIT gi`i; lq M,)4 S'� 0 MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM 17932 PE 0 IP CNECMNO IS ONLY FOR GENERAL CONFORMANCE WITH THE DEM.CONCEPTEl ,BE 9 OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATNW HI THE. CTI CONTRACT DOCUMENTS.ANY ACTION SHOWN ABOVE Is SJaKCT TO THE RE. QUM SPECIFICATIONS.EMENTS OF THE PLANS AND SPECIFICATNS.CONTRACTOR IS RESPON. MBIE FOR;DIMENSIONS WHICH SHALL BE F 10 ABRICATED AND CORRELATED AT f THE B SITE:FpBRICATlp1PROCESSES RND TECNWQUESW CONSTRUCTOR COORDINATION OF THEIR WORN W.THAT OF All OTHER TRADES;AND ONE SATISFACTORY PERFORMANCE OF THEIR WORM. BY `VN✓t,Aw�41.I1f DATE 4.5.2024 F\::: tTtEGON `` 't+y is,tees e 4. 1 EXPIRATION DATE:12/3112025 04/01/2024 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Trues Components of Oregon Inc IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Boo 468 Trusses require a me care in fabricating handling,shpping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for sage r practices pnor to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top cherd shall have properly attached structural sheathing and bottom chord shall have a properly _ attached rigid ceilingg.�Locations shown forpermanent lateral restraint of webs shall have continuous raterai restraint C( LR),installed with diagonal bracing installed on the CLR per SCSI sections 83 87,or B10 as applicable. Apply plates to each face of huss and position as hown aboveand the4oint Details, unless noted otherwise. Refer to drawings 160A-c for standard plate positions.Refer to job's General ALPINE' 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 ANrtv aWPnH truss in conformance with ANSIffPI 1, or for handling, shipping,,installs .and bracing of trusses. A seal on this drawingor cover listing this drawing indicates acceptance of professional enr1ggl__neenng responsibility solely-for the design shown.The suitabili y and use of this ge 155 Harlem Ave drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineilw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Glenview,IL 60025 SEQN:471544 GABL Ply: 1 Job Number: 1223001 Cost:R 7175 JRef:1XYK71750005 771 ' FROM:MG Qty: 1 Dartmouth DrwNo: 09224.0958.46837 Truss Label: A2 / CA 04/01/2024 I I ,R I s,nP I s R. I Cr I FIT P) mu o _ •Gas z Av e �. z ,�ats saKs •� s AD IN w -AT =SAS .,C4 .GxT 1 MP 1 If I s I e I s,n I zoo- Loading Criteria last) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(Ibs),or*=PLR TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl Uri Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:212 Ce:1.1 VERT(LL): 0.018 AC 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.045 8 999 240 AD 1194 /- /- /547 /12 /242 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(TL): -0.004 D - - AY*231 /- /- /99 /8 /- Des Ld: 73.00 EXP.B Kat.NA HORZ(TL): 0.010 D - - Z /-130 NCBCLL:0.00 Mean Height 54.64 ft Building Code: Creep Factor:2.0 P /-201 TCDL 6.0 psf Wind reactions based on MWFRS Soffit: 2.00 IBC 2018 Max TC CSI: 0.670 BCDL:42 psf AD Brg W id=5.5 Min Req=1.5(Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.372 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.740 AY Brg Wid=163 Min Req=- Loc.from endwall:Any FT/RT:2(0)!4(0) Bearings AD&AB are a rigid surface. 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:23.01.02.0731.17 Chords Tens.Comp. Lumber A-B 81 -1157 Top chord 2x6 DF-L SS T2 2x6 DF-L#2; Bot chord 2x6 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud:W2,W4,W5, Maximum Bot Chord Forces Per Ply(Ibs) W6,W7,M12,M20 2x4 DF-L#2; Chords Tens.Comp. Chords Tens.Comp. Bracing AD-AC 97 -507 W-U 953 -333 AC-W 953 -333 (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-AD 102-1031 U-J 22 -393 (**)1 plate(s)require special positioning.Refer to A-AC 940 -41 J-P 375 0 scaled plate plot details for special positioning B-U 230-1414 requirements. Loading Truss designed for 24.0'spacing with additional load from 5.00 PSF cladding on one face. Truss designed for unbalanced snow loads. a ,0 PROF gib' 016I NE-A, ed. Wind N 17932 PE o Wind loads based on MWFRS with additional C&C +e ' J SUBMITTAL REVIEW member design. cr 1NO EXCEPnONS TAKEN 0 REVISE AND RESUBMIT End verticals exposed to wind pressure.Deflection i 0 MAKE CORRECTIONS NOTED ❑ SUBMIT SPECIFIED ITEM meets U240. f CHECNING IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CON.. Wind loading based on both gable and hip roof types. OF THE PROJECT AND GENERAL COMPI ANCE WITH THE INFDRMATI.INTHE- CONTRACT DOCUMENTS.ANY ACTION SHOWN ABOVE IS SUMAC!TO TN RE- {3r[E�.tD N SOMEMENIS OF THE PLANS AND SPECIFICATIONS.CONTRACTOR IS RERPON- F/o THE FOR:DNAENSIONS WHICH SHALL eE D TECHNIQUES AND CORRELATED AT '4 S3, -.' i �DHO,OB�T ON Of THEIR WOK WITH nur Al,A OTHERDmwEs AND THE e "` V SATISFACTORY PERFORMANCE OF THEIR WORK. EXPIRATION DATE:1213112025 I BY` ►�• ( DATE . .2 24 04/01/2024 *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss components of Oregon,Inc. IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box488 Trusses require a me care in fabricating,handling,shipping,instal ing and bracing. Refer to and follow the latest edition of SCSI(Building Comeres OR 97113 Component Safety Information by TPI and'SBCA)fo safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracingper BGSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property attachedrigid ceiling.Locations shown forpe rmanent lateral restraint of webs shall have continuous lateral re-stra.int(CLR),installed with diagonal bracing installed on the CLR per SCSI sections B3,B7,or B10,as applicable. Apply plates to each face of trussand position as /� shown aboveand on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z'for standard plate positions.Refer to job's General ALPINE' E Notes page or aditional 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 v„W OCDCANL truss in conformance with ANSI/TPI 1, or for handling, shipping,.installation.and bracing of trusses: A seal on this drawl or cover page 155 Harlem Ave listing this drawing indicates acceptance of professional engineering responsibility solely-tor the desin shown.The suitability and use this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinstorg;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:471545 MONO Ply 1 Job Number. 1223001 Cost:R7175 JReI:1XYK71750005 T1 FROM:MG Qty: 2 Dartmouth DrwNo: 092.24.0958.52370 Truss Label: A3 / CA 04/01/2024 I B I 1R 23'10' 7 H I 5'10' I 11236 E /Fx5 0 1z °� sas 111 e3xs SS a.,.., Aaxs 11 .,1: illimimmou.. ... MT -5*5 TR4.5 PT 5 33x7 I 23'10' i I. R I 0' B II. I 23'MU' 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:25.0 Ct:1.1 CAT:II PP Deflection in loe Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.053 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT CL: 0.114 B 999 240 BCDL: 10.00 Risk Category:II ( ) J 1776 !- /- /934 138 /242 EXP:B Kzt:NA Snow Duration:1.15 HORZ(TL): -0.016 E - - F 1776 /- /- /967 /84 /- Des Ld: 73.00 Mean Height:54.64 ft HORZ(TL): 0.034 E - - Wind reactions based on MWFRS NCBCLL:0.00 TCDL'6.0 psf Building Code: Creep Factor 2.0 J Brg W id=5.5 Min Req=1.9(Truss) Soffit 2.00 IBC 2018 Max TC CSI: 0.764 F Brg W id=3.5 Min Req=1.9(Truss) BCDL:4.2 psf Bearings J&F are a rigid surface. )Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.507 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.735 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 A-B 194-2368 C-D 172 -1161 Lumber B-C 151 -1282 Top chord 2x6 DF-L#2 Bot chord 2x6 DF-L#2 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 DF-L#2 W 1,W3 2x4 DF-L Standard+ Chords Tens.Comp. Chords Tens.Comp. DF-L Stud; J-I 98 -508 H-G 2131 -430 Bracing I-H 2131 -430 G-F 1032 -235 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens.Comp. Loading A-J 162-1628 G-D 962 -48 Truss designed for unbalanced snow loads_ A-I 2152 -152 D-F 232 -1799 WindB-G 226-1248 Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure_Deflection meets U240. Wind loading based on both gable and hip roof types. F.O P ROfi �4,T4'4 €1i0I NME,q 41,,S N. 17932 PE P. ivy to v SUBMITTAL REVIEW ce 1NO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT if ❑ MAKECORRECI1ONS NOTED ❑ SUBMIT SPECIFIED ITEM B CRECIIINO IS ONLY FOR CAMERAL CONFORMANCE WITH THE DESIGN CONCEPT ORE OF THE PROTECT Afro GENERAL COMPLIANCE WITH THE INFORMATION IN THE- CONTRACT DOCUMENTS.ANY ACTION SHOWN ABOVE,IS S001ECT TO THE RE- aMEMEHTs OF THE WARS ARO SPECIFICATIONS.CONTRACTOR IS RFSTON- SIDLE FOR 000055I5N5 WHICH SHALL BE FABRICATED AND CORRELATE)AT 1'` 44r,2 y,TO *.r THE10B 51TE FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION: .1, COORDM.LNON OE THEM WORN WITH THAT OF ALL OTHER TRADES:MO THE E EA` SATISFACTORY PERFORMANCE OF NEW WORN. EXPIRATION DATE 12131/2025 I BY L+.w- DATE 4. . 1_4 04/01/2024 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon Inc. IMPO 2TANT. 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)tar safety practices nor to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted rwise,top chord shall have p�pp��p�attached structural sheathing and bottom shall have a PropenY attached rigid ceiling.Locations shown for rmanent lateral restrairlt of webs shall have continuous lateral restraint(CLR),installed with diagonal bracing installedon the CLR per BCSI sections 63,B7,or B10,as applicable. Apply plates to each face oft uss and position as shown aboveand the Joint Details, unless noted otherwise. Refer to drawings 160A-ZZ,,for standard plate positions.Refer to job's General ALPINE' otes page or adt Tonal 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 HwrDMPART truss in conformance with ANSI/TPI 1, or for handling, shipping,.installation and bracingof trusses. A seal on this drawl or cover page ""listing this drawing indicates acceptance of professional enncc��rneenng responsibilitysolelyfor the design shown.The suitabili4r and use of this 155 Harlem Ave drawing for any structure is the responsibility of the BuildingUesigner per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Glenview,IL 60025 SEQN:471546 COMN Ply: 1 Job Number: 1223001 Gust:R 7175 JRef:1XYK71750005 T57 ' FROM:MG Qty: 1 Dartmouth DrwNo: 092.24.0958.58103 Truss Label: A4 / CA 04/01/2024 g 18' 27 30'1'14 I- g - W I V i 3'1.14 I 04X5 E T %, O 12 4� y4X5 SS hisi:::44 . B) '4X5 W6 A _ 1 I r - I L L-- K J I e r3X1 - m4x5 M3%10 R3X10 1 30'1-14 i g g g 3'1'14 g I 18' I 2T I 30.1'14 I Loading Criteria(pst) 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:25.0 Ct 1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.062 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.131 B 999 240 L 1901 /- /- /1001 /53 /253 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.016 E - - M* 392 /- /- /212 /15 /- EXP:B Kzt:NA HORZ(TL): G /-463 Des Ld: 73.00 (T : 0.033E) Mean Height:55.17 ft Wind reactions based on MWFRS NCBCLL:0.00 Building Code: Creep Factor 2.0 TCDL 6.0 psf IBC 2018 Max TC CSI: 0.828 L Brg W id=5.5 Min Req=2.0(Truss) Soffit: 2.00 BCDL:4.2 psfM Brg W id=79.4 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.544 Bearings L&H are a rigid surface. Spacing:24.0" C&C Dist a:3.02 ft Rep Fac:Yes Max Web CSI: 0.875 Members not listed have forces less than 375# Loc.from endwall:Any FTIRT:2(0y4(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:23.01.02.0731.17 A-B 221 -2584 C-D 219 -1488 Lumber B-C 194-1588 Top chord 2x6 DF-L#2 Bot chord 2x6 DF-L#2 Webs 2x4 DF-L#2 W 1,W3 2x4 OF-L_Standard+ Maximum Bot Chord Forces Per Ply(lbs) DF-L Stud;W6 2x4 DF-L 2400f-2.0E; Chords Tens.Comp. Chords Tens. Comp. L-K 142 -511 J-I 73'15 -475 Bracing K-J 7135 -475 I-H 2676 -616 (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 3X5 except as noted. A-L 177-1754 D-H 284 -2081 A-K 2359 -177 E-H 170 -693 Loading B-I 194-1133 H-F 102 -648 Truss designed for unbalanced snow loads. I-D 847 -32 F-G 522 -24 Wind Wind loads based on MWFRS with additional C&C member design. 00 P$t7irF End verticals exposed to wind pressure.Deflection gir`' ce0I N8 R �,, meets U240. Wind loading based on both gable and hip roof types. to 17932 PE Op SUBMITTAL REVIEW 4 //NO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT f ❑ MANE CORRECTIONS NOTED ❑ SUBMIT SPECIFIED ITEM CHEERING IS ONLY FOR GENERAL CONFORMANCE WRN THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFMAATON N IRE � CONTRACT DOCUMENTS.ANY ACTON SNOWN ABOVE.IS SUBJECT TO THE RE- FR �hh. SISAL ERIC S OF THE MANS AND GPECIEGTNNS.CDNIAADCO T IS TER - ('} S SIDLE FOR:DIMENSIONS WHICH SHALL BE FABRICATED AND CORRELATE)AT - 44Y2-5,1Ir' t. THE JOB SITE FABRICATION PROCESSES AND TECHNNIUES OF CONSTRUCTION: t COORDRMTION OF THEM WORN WITH THAT OF AU OTHER TRADES:AND THE SATNFACTORY PERFORMANCE OFTHEIR WORE EXPIRATION DATE;12131/2025 I BY F'�U J4IO14"f DATE 4. .2124 04/01/2024 '*WARNING*` READ AND FOLLOW ALL NOTES ON THIS DRAWING' Imes Components of Oregon,Inc. *IMPORTANT''* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require exTeme care in fabricating handling,shipping,installing and bracing.,Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component fety Information,byWI and'SBCA)for safety practices rior to performing these functions. Installers shall provide temporary (503)357-2118 bracingpe r BCSI..Unless noted o herwiee topchord shall have props attached structural sheathing and bottom c d shall have a progeny attaced nqid,ceiling.Locations hown for peranent lateral restraint webs shall have continuous lateral restrainth( LR),installed with diagonal bracinginstalled on the CLR per BCSI sections B3,B7,or B10,as applicable. Agply plates to each face of truss and position as hown abov and onthe.)pint Details, unless noted otherwise. Refer to drawings 160A-Z'for standard plate positions.Refer to jobs General ALPINE* Notes page for additional information. Alpine,a division of ITN Building_gCompon nts Group Inc.shall not be resppoonsible for any deviation from this drawing,any_failure to build the AN W GA*ANY truss in conformance with ANSIITPI 1, or handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawing indicates acceptance of professional ena neenng responsibility solely-for the design shown.The suitabilityand use of this North Building,4fh Floor 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 Glenview,IL 60025 SEQN:471547 COMN Ply: 1 Job Number: 1223001 Cost:R 7175 JRef:1xvK71750005 T24 FROM:MG Qty: 8 Dartmouth DrwNo: 092.24.0959.04593 Truss Label: A5 I CA 04/01/2024 F s I 18 �_ 2r 3Dru 9 B. I 3'1'14 /5X5tR1) 4EEF Ba'S - F f3X5 D t2 a pl saxs s3xs p e 1.,„,1 ,1 ),.. la) i4X6 A lis..... W6 ii __ i. K J I �3X7 a 5X7 w4215 w3X5 w6X8 1307 1 30'1.14 1 1 g I 8. I 9' 1 3'1'14 2T 30'1114 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:25.0 Ct 1.1 CAT:II PP Deflection in loc Udell IJ# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21,2 Ce:1.1 VERT(LL): 0.086 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 0.183 B CL VERT : 999 240 BCDL: 10.00 Risk Category:II VERT(CL): L 2247 /- I- /1185 /61 /253 EXP.B Kzt NA Snow Duration:1.15 HORZ(LL): 0.020 H - - G 2247 /- /- /1215 /94 /- Des Ld: 73.00 Mean Height 55.17 ft HORZ(TL): 0.042 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(Truss) Soffit 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.857 G erg Wid=3.5 Min Req=2.4(Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.609 Bearings L&G are a rigid surface. Spacing:24.0" C&C Dist a:3.02 ft Rep Fac:Yes Max Web CSI: 0.930 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0y4(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:23.01.02.0731.17 A-B 258-3205 D-E 196 -826 Lumber B-C 237-2397 E-F 205 -663 Top chord 2x6 DF-L#2 C-D 262-2297 Bot chord 2x6 DF-L#2 Webs 2x4 OF L#2 W1,W3 2x4 OF-L Standard+ Maximum Bot Chord Forces Per Ply(Ibs) DF-L Stud;W6 2x4 DF-L 2400f-2.0E; Chords Tens.Comp. Chords Tens.Comp. Bracing L-K 142 -511 J-I 2Q7 -527 (a)Continuous lateral restraint equally spaced on K-J 2932 -527 I-H 2101 368 member. Maximum Web Forces Per Ply(Ibs) Loading Webs Tens.Comp. Webs Tens.Comp. Truss designed for unbalanced snow loads. A-L 197-2095 D-H 252 -2014 Wind A-K 2965 -214 E-H 158 -390 Wind loads based on MWFRS with additional C&C B-I 185 -941 H-F 2092 -272 member design. I-D 863 -19 F-G 256 -2229 End verticals exposed to wind pressure.Deflection meets U240. Wind loading based on both gable and hip roof types. - 4 P St OUF as4.4 fµGI N60. 0, 16- ca 17933 PE o9 SUBMITTAL REVIEW iiirNO EXCEPTIONS TAKEN Cl REVISEAND RESUBMIT 1 ❑ MAKE CORRECTIONS NOTED ❑ SUBMIT SPECIFIED ITEM awcwNG is ONLY FOR GENERAL CONFORMANCE Wm.THE DES.COM. OF TIE PROJECT AND GENERAL COMPLIANCE WITH THE INFORM..M ME- awri -1 DOCUMENTS.ANY ACT.MOWN ABOVE.S SUBJECT TO RE {OFtEGQ N PARDEE.OF THE PUNS AND SPECIFICATIONS.COMACTOR IS REMON- i n �O h 981E FOR:DIMENSIONS WH PROCESSES SHALL BE FABRICATED AND CORRELATED AT ME'�4r r5,�'�� "T COORDINATI OF WO FABRICATION A WWON aT OD F Nu OTHEERES OT CONSTRUCTION: THE x �'c SATISFACTORY PERFORMANCE OF MEM WORK C . A BY L4A:- DATE4. . 124 EXPIRATION DATE:12131/2025 04/01/2024 "WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon Inc 1MPO TANTN' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box,68 Trusses require a eme care in fabricating,hharKilinq shi ping,installing,and bracing..Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Componenf Safety Information,by WI and SBCA)for safety practices pnor to performing these functions. Installers shall provide terhporary (503)357-2118 bracingper BCSI.Unless noted otherwise,top chord shall have property attached structural sheathi and bottom chord shall have a property attached gid ceiling.Locations shown forpe_rmanent lateral restraint of webs shall have continuous�tateral restraint CLR,installed,with diagonal bracing installed on the CLR per BCSI sections B3,B7,or B10,as applicable. Applybra ( ) lid p�osfion as shown above and n the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for platestaard fpos positions. Refer ed Notes page for additional information. platepos t ons. to job's General 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 ANSviPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawl or cover p ge listing this drawing indicates acceptance of professional enolneenng responsibility solelyfior the design shown.The suitability and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor • For more information see these web sites:Alpine:alpineilw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Glenview,IL 60025 SEON:471548 GABL Ply: 2 Job Number: 1223001 Cust R 7175 JRef:ixYK71750005 774 FROM:MG Oty: 1 Dartmouth OrwNo: 092.24.0959.14673 Truss Label: A6 / CA 04/01/2024 1 5 S 2 Complete Trusses Required F ' I I. i an 71a I v a 1 IP m� ors 0 Har 12 AN IiMPhiL iiii T ---....._ kii,„ lit\I 1 _ i ....................„...... _ A.P...- 1•323 _Ms '1.12.7 M3x7 V. 31'11'14 X55 I I S. I It I 5 I 4'11'14 31.11.14 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:25.0 Ct:1.1 CAT:II PP Deflection in hoc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:212 Ce:1.1 VERT(LL): 0.002 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.004 B 999 240 BCDL: 10.00 Risk Category:II AO*149 /- I- /80 /5 /8 FRCP:B Kzt:NA Snow Duration:1.15 HORZ(LL): -0.001 C - - AM /-294 Des Ld: 73.00 Mean Height:55.17 ft HORZ(TL): 0.002 C - - Wind reactions based on MWFRS NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 AO Brg Wid=383 Min Req=- Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.368 Bearing AO is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 WI Std: 2014 Max BC CSI: 0.129 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.20 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.317 Maximum Web Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT2(0)!4(0) Webs Tens Comp. GCpi:0.18 Plate Type(s): AN-B 88 -470 Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 Lumber Wind Top chord 2x6 DF-L#2 Wind loads based on MWFRS with additional C&C Bot chord 2x6 DF-L#2 member design. Webs 2x4:DF-L Standard+DF-L Stud:W2,W4,W5, W7,W8,W9,M11,M21,M23,M25,M28 2x4 DF-L#2; End verticals exposed to wind pressure.Deflection W6 2x4 DF-L#1&Bet.; meets U240. Wind loading based on both gable and hip roof types. Nallnote Nail Schedule:0.120"x3-,min.nails Top Chord:1 Row @12.00"o.c. Bot Chord:1 Row Q12.00"o.c. Webs :1 Row @ 4'o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plating Notes All plates are 1.5X4 except as noted. (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. eD PRO,t Loading iA Elio ASS Truss designed to support 0-0-0 top chord outlookers ON 17932:PE Oy SUBMITTAL REVIEW and cladding load not to exceed 3.00 PSF one face v. NiINO EXCEPTIONS TAKEN ❑ REVISE AND RESUBMIT and 24.0"span opposite face.Top chord must not be er 0 MAKE CORRECTIONS NOTED 0 SUBMIT REM cut or notched,unless specified otherwise. /Truss designed for unbalanced snow loads. CHEMINS ISONET FOR GENERAL CONFORMANCE WITH HE oESICN CONCEPT or THE PROJECT AND GENERA COMPLIANCE MTH THE FORM TO IN WE- Addlt)orlal Notes CONTRACT DOCUMENTS.ANY ACTION SHOWN ABOVE.n SUBJECT TO THr RE- QUIREMENTS OF THE MANS AND SPECIFICATIONS.FA CONTRACTOR IS REST AT SeeDWGSA20030ENC160118$GBLLETIN0118for i\n MELON SIBEFOROMENSDNSwHIC SHALL REFABRICAEOAND CORRELATE)kT THE JOB SBA CON O N PROCESSES AND TECHNIQUES OF CONSTRUCRON; R WOW gable wind bracing and other requirements. T ts,110 c SATISFACTORY CD � IO � �ANCE OF©R AA OTHER TRADES:AM NE A i BY �+ -- .1 DATE4.5.2024 EXPIRATION DATE:11J31J2025 I 04/01/2024 "WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss CO„RAN ants ofo IMPO tTANTBR FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Oregon,Inc. Trusses require e me care in fabricating handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building -GIs OR 97113 Component Safety Information,by TPI and SBCA)toy safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have proper) attached structural sheathing and bottom chord shall have a progeny ( »Z11e attached rigid ceiling.Locations shown forgpe anent lateral restraint of websshall have continuous lateral le baint((CLR),installed with diagonal bracing installed on the CLR per BCSI sections B3 B7,or B10 as applicable.Apply plates to each face of truss and position as shown aboveand0 the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.Refer to job's General ALPINE' 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 ANSIITPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawingor cover page listing this drawing indicates acceptance of professional enghneenng responsibility solelyTor the design shown.The suitabilit and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building-Designer per ANSI/TR]1 Sec.2. North Budding,4th Floor • For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Glenview,IL 60025 SEQN:471549 GABL Ply: 1 Job Number: 1223001 Cunt:R7175 JRef:1XYK71750005 T54 ' FROM:MG Qty: 1 Dartmouth DrwNo: 09224.0959.21900 Page 1 of 2 Truss Label: ADS / CA 04/01/2024 1- 46'14 1 9• a 135' I 16' 1 22.6' 1 2T I 31.11'14 I 4.6114 4'5.2 4'S' 4'8' 45' 46' 4.11114 I 11' 1 1y�.I YPj rHRS m 14x5 ar7 p..2 3 K19: v IIII 6X8 lights ,i, _ , ,, ._... ........,................: , ,..: ,...„, . .,..,,,,.,...„,....„.............: : : .: . , *40312 r4gs515 A AM AiAK Al A qr. 40 525 4x5 s5%5,3%5 1224 4028 '120312 I 3T11'14 4'6Y4 4.5� 4.6' 45AV' 4 411'14 4.694 I 9• ( 13w' I DrI 22'8' I 2r I 3111'14 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefliCSl Criteria A Maximum Reactions(Ibs),or*.--PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pt:21.2 Ce:1.1 VERT(LL): 0.032 V 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 :VERT CL 0.034 V 999 240 BCDL: 10.00 Risk Category:II VERT(CL): AR•188 I- I- /196 /38 /8 EXP:B Kzt:NA Snow Duration:1.15 HORZ(LL): -0.147 T - - AR /-3704 Des Ld: 73.00 Mean Height:55.17 ft HORZ(TL): 0.158 T - - AO /-624 NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor.2.0 AP /-564 Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CST: 0.744 AN /-265 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.335 AL /-256 Spacing:24.0" C&C Dist a:3.20 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.916 AJ l-26 Loc.from endwall:Any FT/RT:2(0y4(0) AN /-503 AF /-359 GCpi:0.18 Plate Type(s): AE /-621 Wind Duration:1.60 WAVE,HS VIEW Ver:23.01.02.0731.17 AD /-331 Lumber Wind AA /-343 Top chord 2x6 DF-L#2 Wind loads based on MWFRS with additional C&C X /-441 Bot chord 2x6 DF-L#2 member design. W /-3133 Webs 2x4:DF-L Standard+DF-L Stud:W 1, Wind reactions based on MWFRS nit tic verals exposed W2 2x6 OF-L#2;W3,W4,W5,W6,W7,W9,W13,M9,M15,M16 to wind pressure.Deflection AR Brg Wid=383 Min Req=- M20,M22,M25 2x4 DF-L#2;W8 2x4 OF-L#1&Bet.;W10, ts U240. Bearing isa surface. W 11,W 12,W 14,W 15 2x4 DF-L 2400f-2.OE; Wind loading based on both gable and hip roof types. Memberss not listed have forces less than 375# Bracing SUBMITTAL REVIEW Maximum Top Chord Forces Per Ply(Ibs) (a)Continuous lateral restraint equally spaced on Vito EXCEPTIONS TAKEN 0 REVISE AND RESUBMITChOrdS Tens.Comp. Chords Tens. Comp. member. 0 MAKE CORRECTIONS NOTED CISUBMIT SPECIFIED ITEM A-B 4859-5041 K-L 4218 -4236 Plating Notes OHEC14Na Is Om.Dan GENERAL nosroneANOE win.THE DESIGN Hwr4cEFT B-C Rft52-5489 L-N 3909 -3930 or THE eR01EeT AND GENERAL cw1P11ANC€WITH THE INFORMATION IN SHE. C-E 5336-5396 N-O 2648 -2652 All plates are 1.5X4 exce t as noted. canTHACT aaa'"AEN1S ASV ACROM SHOWN ABOVE.IS wBTECT TO THE RE. E-F 3849-3844 0-P 3328 -3343 P GDMEMENTS OF THE awls AND sPECIMATHONs.coNTRADTOR Is RE... WILE 1 la HE raft DD4 49458s W.snug BE FABRICATED ANO DORREUTED AT F-G 3800-3827 P.R 2534 -2537 (") p te(s)requirespecialpositioning.Referto TREADS soRF, D,TIN,Pna5EssESAsoTE4HDa,ESOFCDN51Ra0,DH. scaled plate plot details for special positioning CW W RDINATM OF THEIR WORN woo THAT or ALL OTHER TRADES:AND 1HE G-H 4907-4939 R-U 1166 -1190 requirements. SATrsDAcroRrPmronMAwcEorTHElnWORK. H-J 4295-4322 U-V 1565 -7566 Loading BY .u= n4TE 4.5.2024 J-K 3130-3127 CD pRO Truss transfers a maximum horizontal load of 4 sotN#Fk it's, Maximum Bot Chord Forces Per Ply(Ibs) 16312#( 510.00 plf)along top chord,from either as w Chords Tens.Comp. Chords Tens.Comp. direction,to supports where indicated.Diaphragm and U 17932 PE 0 connections are to be designed by Engineer of Record. 14 g AR-AQ 2241 -2222 Al-AN 2665 -2662 Drag Loads:Force(#) (PLF) Mbr Start End AQ-AP 2698-2563 Al-AF 2081 -2078 Case 1: 16312 510.00 TC 0.00 31.99 AP-AN 3149-3094 AF-AE 722 -718 16311 509.90 BC 0.00 31.99 AN-AM 1376-1320 AE,AD 2032 -2038 Truss designed for 24.0'spacing with additional load r AM-AL 3035-3026 AD-AA 1710 -1715 from 5.00 PSF cladding on one face. OEGQN AL-AK 2196-2187 AA-X 2544 -2544 Truss designed for unbalanced snow Toads_ A AK-AJ 1686-1677 X-W 505 -506 far 25,ii0 fc' AJ-Al 1516-1507 Additional Notes A 4 S. Uplift connections required.See uplifts in R-and U I EXPIRATION DATE;1233112025 I Maximum Web Forces Per Ply(Ibs) columns of Maximum Reactions table. 04/01/2024 Webs Tens.Comp. Webs Tens.Comp. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! A 3733 Truss K 2226 -2346 UNPO tTANT. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Components�01po"'r"O Trusses require a me re in fa catinrxg7 handlingg,shi mC.o.Bus Component Safety Information,by TPI and SBCA)for safelypracticesc nprrior t brerfor Refer er these and followns. the latest editionllp of provide l (Buildingpoay Cornelius OR 97113 bracing per BCSI.Unless noted otherwise,top chord shall hae properl attached structural heathing and Installers c rd shelrll ham temporary (sat}3s7_z11s attached rigid,ceiling.Locations shown for' ermanent laterra�l restart of websshall have continuous lateral restraint SIR),installed with ./611116 nY diagonal brcng installed on the CLR per SCSI sections B3 B7,or B10,as applicable. Apply plates to each ace ofss and position as shown aboveand the Joint Details, unless noted otherwise. Refer to drawings160A-Z'for standardplate ALPINE' Notes page oradr�iitiionalinformation. positions. a division of ITW Buildingg CComponents 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 installeon and bracing.of trusses. A seal on this drawl or cover page listing this drawing,indicates acceptance of professional err1�rneeiing responsibility solelyor the design shown.The suitability and use of Bus 155 Harlem Ave drawing for any sructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpinedw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Glenview,IL 60025 SEQN:471549 GABL Ply: 1 Job Number: 1223001 Cost:R7175 JRer:1XYK71750005 T54 FROM:MG Qty: 1 Dartmouth DrwNo: 092.24.0959.21900 Page 2 of 2 Truss Label: ADS / CA 04/01/2024 A-AD 5260-5164 K-AE 3521 -3540 AQ-B 3036-3548 AE-0 2305 -2438 B-AP 3440-3564 0-AA 3293 -3312 AP-C 3004-3326 R-AA 510 -670 C-AM 3324-3402 AA-V 3397 -3441 AM-G 2698-2858 V-W 3142 -3164 G-AI 3625-3626 Maximum Gable Forces Per Ply(Ibs) Gables Tens.Comp. Gables Tens.Comp. AU-F 329 -473 AH-BB 529 -643 AN-AU 288 -428 BF-N 414 -538 AW-H 310 -469 AF-BF 381 -504 AL-AW 305 -451 AD-BH 352 -385 AJ-AZ 277 -457 BI-P 273 -440 BA-J 593 -655 BQ-X 467 -581 BB-L 476 -598 U-BQ 344 -470 0,91 PROp& S� LOG NE4 S'4.•g r �.. 17932 PE 0 SUBMITTAL REVIEW to cr F I NO EXCEPTIONS TAKEN ❑ REVISE AND RESUBMIT f 1 ❑ MAKE CORRECTIONS NOTED ❑ SUBMIT SPECIFIED ITEM f'm ..:;t7NO IS MAr FOR OEMERAt CONFORMNHOEWITxTHE DESIGN�Y OF THE PIIO)EOT I,NO DFNERfL CIXJPLIANCF WITx lHE INFOR>TIOATH `, ///jjj CONTRACr DOCUMENTS ANY A D P SIroWN ABOVE CONTRACTOR TO ��E�o MERE D OF THE PUNS AND SPEYATT S FABRIC TED AND OR E RESATE NIT Ii SNN£FOR E FABIRONS WINCH SWLL RE FABRICATED AND CORRELATED AT r+ 1ME N16 SITE FABgICgTNRY PROCESSES AND TECHNIQUES OF CONSTRUCIIOM, '•,. Y 2f � COORDINATION OE TMEIR WORN WBN MAT OF ALL OTHER TRADES:AND ME x 14 SATISFACTORY PERFORMANCE OF MEM WORK C R I EXPIRATION DATE:12/3112025 I BY .►K-34 4s/�l DATE 4. , • 4 04/01/2024 'WARNING" READ 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 WI and SBCA)for safety practices nor to performing these functions. Installersshall provide temporary (503)357-2118 bracingper BCSI.Unless note o herwise,topchord shall have properly attached structural sheathing and bottom cord shall have a properly attachd n id ceiling.Locations shown forperanent lateral restraint of webs shall have continuous 18teral straint(CLR),installed with diagonal bracing installed on the CLR per SCSI sections 63,67,or B10,as applicable. Apply plates to each e of ce of and position as Nhown above and the.Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.Refer to job's General ALPINE otes 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 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 155 Harlem Ave listing this drawing indicates acceptance of professional eroineenng 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. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.can;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:471550 MONO Ply: 1 Job Number: 1223001 Cust:R 7175 JRei:1XYK71750005 T9 ' FROM:MG Qty: 1 Dartmouth DrwNo: 092.24.0959.26817 Truss Label: ADS1 / CA 04/01/2024 I 5'4'1 ' 10'8'2 I 5'4'1 5'4"1 11.5x4 C 2 4�12 arcs 0 A4x8 m ' • it s I r� �1 — 0 K 12 E 14X1 e3X10 I 10'e'2 I I 5'4'1 1 5'4'1 I 5'4'1 10'1E2 Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria A Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct.1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:212 Ce:1.1 VERT(LL): 0.013 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.014 B 999 240 F* 149 /- /- /249 /91 /13 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.052 C - - F /-2331 EXP:B Kzt:NA Des Ld: 73.00 HORZ(TL): 0.055 C - - E /-351 Mean Height 52.45 ft D /-1300 NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor 2.0 Soffit: 2.00IBC 2018 Max TC CSI: 0.446 Wind reactions based on MWFRS BCDL:4.2 psf F Brg Wid=128 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.143 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.777 Bearing F is a rigid surface. Any FT/RT:2(0y4(0) Members not listed have forces less than 375# Loc.from endwall: Maximum Top Chord Forces Per Ply(Ms) GCpi: Plate Ty pe(s): Chords Tens.Comp. Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 Lumber A-B 3433-3602 B-C 2768 -2890 Top chord 2x6 DF-L#2 Bot chord 2x6 DF-L#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4:DF-L Standard+DF-L Stud: Chords Tens.Comp. Chords Tens.Comp. W2 2x4 DF-L#2; F-E 2643-2636 E-D 2049 -1926 Bracing (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(Ibs) member. Webs Tens.Comp. Webs Tens.Comp. Loading A-F 2369-2679 E-B 1880 -2538 A-E 3656-3570 B-D 2419 -2573 Truss transfers a maximum horizontal load of 5444#( 510.00 pif)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: 5444 510.00 TC 0.00 10.68 5444 509.90 BC 0.00 10.68 Wind 00 PROpe Wind loads based on MWFRS with additional C&C member design. 1Is ¢t<G I NEfq �`Qr End verticals exposed to wind pressure.Deflection Cs 17932 PE 0.1C SUBMITTAL REVIEW meets U240. 14 Cr T I NO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT Wind loading based on both gable and hip roof types. ❑ MAKE CORRECTIONS NOTES 0 SUBMITSPECIFIED ITEM Additional Notesf / CHECNIMG LS ONLY FOR GENERAL CONFORMANCE W.THE DESIGN CONCEPT OF THE PROTECT ANO GENERAL COMPLIANCE Wt.THE INFORMATION HI INC Uplift connections required.See uplifts in R-and U CONTRACT DOCIM ENT.ANY ACTION SHOWN AIME a SIMIECT TO TM RE. columns of Maximum Reactions table. EGON SC""`"9e D A TRE P ANS AND SPEtlnOML ICACONTRACTOR,S RESAN- A SIBLE N SI E:FAR SIDNS WLRCN SHALT RE FABRICATED AHD CORREIATp S: C+b T THE RDI SnE;FABRICATMM PROCESSES WAND TECHNIHIIES OF CONS:MID T N; '4r 2s, 83 t, COORDINARON OF THEIR WORM WITH THAT OF ALL OTHER TRADES;MID THE i. SMISFACLORY PERFOTLMANCEOF TREIRWORM. A EXPIRATION DATE:12/31/2025 I BY tow- sJ( DATE 4,5.2024 04/0112024 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. IAIPOTANT'°` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require exveme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information b TPI and'SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BSI.Unless noted otherwise,top chord shall have°weft attached structural sheathing and bottom chord shall have a property attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have continuous Vetere!restraint(CLR),installed with diagonal bracing installed on the CLR per BCSI sections B3,B7,or B10,as applicable.Apply plates to each face of truss and position as shown aboveand on the 4oint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.Refer to jobs General ALPINE' otes page or additional information. Alpine,a division of ITW BuildioqComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ATITW<DMPAN. truss in conformance with ANSI/TPI 1, or for handling, shipping, installs ion and bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawing indicates acceptance of professional enrngLrneenng 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. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:471551 GABL Ply: 1 Job Number. 1223001 Cast:R7175 JRef:1XYK71750005 770 • FROM:MG Qty: 2 Dartmouth DrwNo: 092.24.0959.38660 Truss Label: AGE / CA 04/01/2024 I I 9 AT 3111.14 9 9 I 9 I C1TIA I FRa�i YFq �� r4%5 - VV X AA `11 I faXs • T Ilvimillill Ir,, ' 1 lit Az- - AV wan AO hI 55X&) wAXT MD. a4X5 3l6 1 3111-14 1 I I 9 I 4'11.14 9 9 t9 AT 3111.14 Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pr in PSF) DefUCSI Criteria A Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21,2 Ce:1.1 VERT(LL): 0.005 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.012 F 999 240 AZ*213 /- /- /107 /9 /19 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.002 Y - - A0T252 /- /- /116 /15 1- Des Ld: 73.00 EXP.B Kzt:NA HORZ(TL): 0.003 Z - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:55.17 ft Building Code: Creep Factor.2.0 AZ Brg Wid=192 Min Req=- TCDL:6.0 psf AO B Wid=191 Min Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.108 r9 Req= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.024 Bearings AZ&AO are a rigid surface. Spacing:24.0" C&C Dist a:3.20 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.651 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT2(0)/4(0) Maximum Bot Chord Forces Per Ply{Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 AO-AM 98 -416 Lumber Additional Notes Top chord 2x6 DF-L#2 See DINGS A20030ENC160118&GBLLETIN0118 for Maximum Web Forces Per Ply(Ibs) Bot chord 2x6 DF-L#2 gable wind bracing and other requirements. Webs Tens.Comp. Webs 2x4:DF-L Standard+DF-L Stud:W2,W4,W5, AU-H 20 -423 W7,W8,W9,M22,M32,M34,M36,M39 2x4 DF-L#2; W6 2x4 DF-L#1&Bet.; Bracing Maximum Gable Forces Per Ply(Ibs) Gables Tens.Comp. Gables Tens.Comp. (a)Continuous lateral restraint equally spaced on member. E-BG 79 -445 X-CJ 54 -380 AV-BG 96 -551 Plating Notes All plates are 1.5X4 except as noted. (*•)1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Truss designed to support 1-6-0 top chord outlookers 0 P R OF and cladding load not to exceed 5.00 PSF one face 4�� LA # G I N B* and 24.0"span opposite face.Top chord may be notched 1.5"deep X 3.5" at 48'o/c along top edge. 17932 PE 0 DO NOT OVERCUT.No knots or other lumber .40 a SUBMITTAL REVIEW defects allowed within 12"of notches.Do not notch Ir .lifNO E%cEPr1ONSTANEN 0 REVISE AND RESUBMIT in overhang or heel panel,unless specified otherwise. i Truss designed for unbalanced snow loads. ❑ MAxEcoaREcrwriS NOTED 0 SUBMIT SPECIFIED ITEM CNECIQNO M ORKY FOR GENERAL CONFORMANCE WITH THE DEIGN CONVERT Wind OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION IN THE CONTRACT DOCUMENTS.ANY ACTION SHOWN ABOVE IS SUBJECT TO THE RE- Wind loads based on MWFRS with additional C&C OT2EGON A OUOE RM MENFS OF THE MANS A SPEOFICATW ON Ns.CONTRACTOR IS RESA - L1 �A. P M BIBLE fOR:OENSION4 WIC.SHALL BE FABRICATED AND CORRELATE)AT member design. 'T'Lr 25 WA THE JOB SI FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION; COORDINATION OF THEM WORN WITH THAT OF ALL OTHER TRACES:ARO TOE End verticals exposed to wind pressure.Deflection q L i SITE:FABRICATION MFAC ORYPEHFORMANCEOF HEM WORN. meets L/240. f Wind loading based on both gable and hip roof types. EXPIRATION DATE 1213112025 BYLA'M DATE 4.J.2O24I 04/01/2024 **WARNING'" READ 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 emerne care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Congas OR 97113 Component Safety Information by TPI and SBCA)t safety practices prior to performing these functions. Installers shall provide terhporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly _attach n d id ceilinr1gq.�Locations shown forpermanent lateral ms rat int of webs shall have continuous Valera] int(CLR),installed with diagonal bracing insTalle J n the CLR per SCSI sections B3 87,or B10,as applicable. Apply plates to each face of truss and position as shown aboveand the Joint Details, unless noted otherwise. Refer to drawings 160A- for standard plate positions.Refer to job's General ALPINE' Notes page for itional 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 ANSIf�'PI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawingor cover page """Y 0�""" listing this drawing indicates acceptance of professional en nearing responsibility solelyTor the design shown.The suitabilty and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building resigner per ANSUTPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Glenview,IL 60025 SEQN:471552 GABL Ply: 1 Job Number. 1223001 Cost:R 7175 JRef:1XYK71750005 T56 FROM:MG Qty: 1 Dartmouth DrwNo: 09224.0959.46220 Truss Label: AGE! / CA 04/01/2024 I 4 I tC' ! 27 I 7; t4 (IYP r t8 r41G5 W Y >1IPP,fr-Ai 1 T IIiI 1111 _ . . aS AL . m3105 m1)6 r1�5N) AUXr 02x4 1 30Y94 9LL55 l 4 4 4 3'1'1{ I 4 I 19 ! 24 I 341.14! Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl!CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct 1.1 CAT:II PP Deflection in loc Udell L/# Gravity Non-Gravity TCDL: 28.00 Speed 97 mph Pf:212 Ce:1.1 VERT(LL): 0.005 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.012 F 999 240 AW213 /- I- /107 /9 /20 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.002 X - - AL`253 I- I- /116 /16 /- Des Ld: 73.00 EXP.B Kzt'NA HORZ(TL): 0.003 X - - Wind reactions based on MWFRS Mean Height:55.17 ft NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor.2.0 AW Brg Wid=192 Min Req=- Sofft: 2.00 IBC 2018 Max TC CSI: 0.108 AL Brg W id=169 Min Req=- BCDL:4.2 psf Bearings AW&AL are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.024 Spacing:24.0" C&C Dist a:3.02 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.662 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT2(0)/4(0) Maximum Bet Chord Forces Per Ply(lbs) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 AL-AJ 98 -442 Lumber Additional Notes Top chord 2x6 DF-L#2 See DWGS A20030ENC160118&GBLLETIN0118 for Maximum Web Forces Per Ply(lbs) Bot chord 2x6 DF-L#2 gable wind bracing and other requirements. Webs Tens.Comp. Webs 2x4:DF-L Standard+DF-L Stud:W2,W4,W5, AR-H 18 -423 W7,W 8,W 9,M22,M32,M34,M37 2x4 DF-L#2; W6 2x4 DF-L#1&Bet.; Maximum Gable Forces Per Ply(lbs) Bracing Gables Tens.Comp. Gables Tens.Comp. (a)Continuous lateral restraint equally spaced on member. E-BD 79 -445 CF-AB 57 -381 AS-BD 96 -551 X-CF 63 -417 Plating Notes All plates are 1.5X4 except as noted. (DE)1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Truss designed to support 1-6-0 top chord outlookers stO P Rape and cladding load not to exceed 5.00 PSF one face i Lµe l 114k S,s. and 24.0"span opposite face.Top chord may be e3 r notched 1.5"deep X 3.5" at 48'o/c along top edge. c� 17933 PE Qy SUBMITTAL REVIEW DO NOT OVERCUT.No knots or other lumber to 7 defects allowed within 12"of notches_Do not notch cr in overhang or heel panel,unless specified otherwise. / Igo EXCEPTIONS TAKEN 0 REVISE AND RESUBMITf ❑ MAKE CORRECTIONS NOTED 0 SUBMITSPECIRED ITEM Truss designed for unbalanced snow loads. ?7.0 CHECKING a HWY FOR GENERAL CONFORMANCE WITH,NE DESIGN CONCEPT Wind OF THE PROJECT AND GENERA p,IH COMPLIANCE WITH THE INFORMATION E CONTRACT DOCUMENTS ANY ACTION SHOWN ABOVE S SUBJECT TO THE RE. SMID Wind loads based on MWFRS with additional C&C � EG�N Q' R=RL 'FO�oMENSION:THE PM9WHCRsw�OEFA TIONS A`DroCOREUTEDAT member design. Atya tr3 rG S THE IOC SITE FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION: e 1, COORDINATION OF THEM LL WORK WITH THAT OF A OTHER TRADES:ARO THE End verticals exposed to wind pressure.Deflection i4 1- SATISFACTORY PERFORMANCE OF THEIR WORN. meets L/240. I EXPIRATION DATE:12/31f1025 j BY 91�+M. 3a«.1 DATE 4.5.2C 24 Wind loading based on both gable and hip roof types. 04/01/2024 "WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Ins. IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require a eme 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 WI and SBCA)for safetyP practices�ppynor to performing these functions. Installers shall provide temporary (503p57-2118 bracingper BCSI.Unless noted Otherwise,top chord shall have prppe f attached structural sheathing and bottom chord shall have a propefly attach0 rigid ceiling.Locations shown forpermanent lateral restraint of webs shall have continuous lateral restraint(CLR),installed with diagonal bracing installed on the CLR per BCSI sections B3,B7,or B10,as applicable. Apply plates to each face of truss and position as shown aboveand the.joint Details, unless noted otherwise. Refer to drawings 160A-Zfor standard plate positions.Refer to job's General ALPINE* Notes page or 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 ANDWCOMPANY 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 155 Harlem Ave listing this drawing indicates acceptance of professional engQ neenng responsibility solelyTor the design shown.The suitability and use of this drawing for any structure is the responsibility of the Buildinguesigner per ANSI/r.I 1 Sec.2. North Building,4th Floor • For more information see these web sites:Alpine:alpineilw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Glenview,IL 60025 SEQN:484107 COMN Ply: 1 Job Number: 1223001 Cost:R 7175 JRet 1XYK71750005 T34 ' FROM:MG Qty: 8 Dartmouth DrwNo: 092.24.1000.20453 Truss Label: AK / CA 04/01/2024 l 3E' 1 6.10'S l 13'6'14 l 209'1 l 2T l 31'11'14 l 7'6 3'4Y fi'89 6'89 8'89 411.14 i981) 4T /4X8 /!%5 H 12 4 /4X5 E D W12 /3X10 . ., 8 �1SX! W9 A _ 1 ill; . _ _ k rr 140510 M3X M 5 3315 M6X6 :3X5 MRCS 1.3X5 1 31'11'14 1 1 6'10'5 I 8'69 1 6'69 ( 6'89 l Onl 6'10'5 13'6'14 203'1 27 31'8'5 11711.14 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:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:212 Ce:1.1 VERT(LL): 0.219 M 999 360 Lac R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.286 M 999 240 0 3682 /-1154 /- /1260 /934 /243 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.076 J - - I 4006 /-1478 /- /1280 /1104 /- Des Ld: 73.00 EXP.B Kzt.NA HORZ(TL): 0.099 J - - Wind reactions based on MWFRS Mean Height:55.17 ft NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor.2.0 0 Brg Wid=5.5 Min Req=3.9(Truss) Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.640 I Brg W id=3.5 Min Req=1.5(Support) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.557 Bearings 0&I are a rigid surface. Spacing:24.0" C&C Dist a:3.20 ft Rep Fac:No Max Web CSI: 0.929 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT2(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:23.02.04.0123.13 B-C 1711 -4961 E-F 1331 -3748 Lumber C-D 1860-5164 F-G 624 -1797 D-E 1578-4662 G-H 656 -1772 Top chord 2x6 DF-L#2 Bot chord 2x6 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud:W5,W7,W8, Maximum Bot Chord Forces Per Ply(Ibs) W 10,W 11 2x4 DF-L#2;W9,W12 2x4 DF-L 2400f-2.0E; Chords Tens.Comp. Chords Tens.Comp. Bracing O-N 3526-1245 L-K 4587 -1576 (a)Continuous lateral restraint equally spaced on N-M 4760-1628 K-J 3267 -1121 member. M-L 4587-1576 Special Loads Maximum Web Forces Per Ply(Ibs) ---(Lumber Dur.Fac.=1.60/Plate Dur.Fac.1.60) Webs Tens.Comp. Webs Tens.Comp. TC:From 59 plf at 0.00 to 59 plf at 31.99 O-B 1734-4901 F-J 1013 -2958 BC:From 20 plf at 0.00 to 20 plf at 31.99 B-N 1685 -510 G-J 312 -385 TC: 645 Ib Conc.Load at 3.00,7.00,11.00,15.00 N-C 522-1073 J-H 3253 -1118 19.00,23.00,27.00,31.00 E-K 646-1852 H-I 1510 -3961 Wind K-F 1478 -329 Wind loads based on MWFRS with additional C&C P member design. � t 9 G i N O�'e�t End verticals exposed to wind pressure.Deflection g -.,- meets L1240. ` 17933 PE ait 9 SUBMITTAL REVIEW Wind loading based on both gable and hip roof types. 140 glifNOIXCEPr10NS TAKEN ❑ REVISEAND RESUBMIT Additional Notes 0 MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM Negative reaction(s)of-1478#MAX.from a non-wind f68658 NG a O 8 FOR GENERA DDNFORMARDE WRx xE DEMGK COMAEPload case requires uplift connection.See Maximum 01 THEPROTECT ANDGENERAL COMPUARCEWITSTHE MFORMATON IN THEReactions. �{( (� coN nACT DDcwxEN s urc ncnDN s nwN ABDVE s SualEcr ro T x aE. V REGO N QUNTEMENTS Of THE PUNS ARO SPECIFICATIord.CONTRACTOR IS RESMN- a ? MIRE FOR DNAENSI00$WHICH SRALL DE FABRICATED AND CORRELATE,AT $4rY5,TY48 A+r, THE AIB SITE FABRICATION PROCESSES ANDTECNNIQUESOFCONSTRUCTION: t. V SATISFACTORYCT PERFORMANCE OR OF THEIR of INEIR WORX WITH THAT OF µL 01818 TRADES AND THE EXPIRATION DATE:12J3112025 I BY "'"`,34EL4.1 DATE 4.5.2C24 04/01/2024 ''`WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Tress Components of OTegon,In.. RRIMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require erareme care in fabricating handlingg shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices nor to performing these furn.tnn is. Installers shall provide temporary (503)357-2118 bracing per BGSI.Unless noted otherwise,top cliusd shall have properpry attached structural sheathing and bottom chard shall have a propeny attached n id ceilingp.�Locations shown forp2 rmanent lateral restraint of webs shall have continuous Werra'restraint(rsLR),installed with diagonal bfgacing insTalled on the CLR per SCSI sections 83,B7,or B10,as applicable. A ply plates to each face of truss and position as shown abov and the joint Details, unless noted otherwise. Refer to drawings 160A-�for standard plate posit ons.Refer to job's General ALPINE' Notes page e{or adc�itionat 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 A,,,,,AEOPA,Ax, truss in conformance with ANSI/7P! 1, or for handling, shipping,,installation and bracing of trusses. A seal alibis drawingor cover page 155 Harlem Ave listing this drawing indicates acceptance of professional encgiineenng responsibility solely7or the design shown.Othe suitabilit and use of this drawing for any structure is the responsibility of the Buildingllesigner per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:is safe.org;AWC:awc.org Glenview,IL 60025 SEQN:471554 COMN Ply: 1 Job Number: 1223001 Cust:R 7175 JRef:1XYK71750005 T35 FROM:MG Qty: 4 Dartmouth DrwNo: 09224.1000.28093 Truss Label: AK1 / CA 94/01/2024 I 3'6- 8'10'S 13'6'14 2097 27 '1.1 3Y3' I 3'4'4 I 6'8'9 I 8'B'9 I 699 I 330'1'144 I i5X51R11 H f4X5 F ii\- 2 4v f3%5 .4. 4 E p 12 f CS (a) iiiiif3X10 a) B "160 yg T -- iN0510 N -s3X5 a3X5 a5j 5 a3X5 aBX8 14X12 1 30'1114 i F F1015 I 6'89 I 6'8'9 I 6B9 I 71114 I 610'5 13%119 20'37 27 30'1'19 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:25.0 Ct:1.1 CAT:II PP Deflection in too Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.198 M 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.260 M 999 240 O 3461 /-1078 /- /1185 /875 /253 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.068 J - - I 3437 /-1054 /- /1215 /862 /- Des Ld: 73.00 EXP.B Kzt:NA HORZ(TL): 0.090 J - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:. a 55.17 ft BuildingCode: CreepFactor 2.0 0 Wid=5.5 Min Req3.7(Trus s) 6.0 psfBrg = R ) Soffit: 2.00 BCDL:4.2 psi IBC 2018 Max TC CSI: 0.638 I Brg Wid=3.5 Min Req=3.7(Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.521 Bearings 0&I are a rigid surface. Spacing:24.0" C&C Dist a:3.02 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.872 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(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:23.01.02.0731.17 B-C 1590-4610 E-F 1151 -3226 Lumber C-D 1699-4694 F-G 427 -1223 Top chord 2x6 DF-L#2 D-E 1416-4192 G-H 312 -1008 Bot chord 2x6 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud:W5,W7,W8, Maximum Bet Chord Forces Per Ply(Ibs) W 10,W 11 2x4 DF-L#2;W9,W12 2x4 DF-L 2400f-2.0E; Chords Tens.Comp. Chords Tens.Comp. Bracing O-N 3301 -1168 L-K 4139 -1422 (a)Continuous lateral restraint equally spaced on N-M 4422-1511 K-J 2772 -950 member. M-L 4139-1422 Special Loads Maximum Web Forces Per Ply(Ibs) ----(Lumber Dur.Fac.=1.60/Plate Dur.Fac=1.60) Webs Tens.Comp. Webs Tens.Comp. TC:From 59 plf at 0.00 to 59 plf at 30.16 O-B 1626_45B8 K-F 1540 -346 BC:From 20 plf at 0.00 to 20 plf at 30.16 TC: 645 lb Conc.Load at 3.00,7.00,11.00,15.E B-N 1532 -457 F-J 1046 -3057 19.00,23.00,27.00 N-C 484 -962 G-J 344 -542 Loading M-E 378 -16 J-H 3215 -1105 E-K 668-1916 H-I 1056 -3392 Truss designed for unbalanced snow loads. Wind sE,4 F Pepe 4 04$1 tack de. Wind loads based on MWFRS with additional C&C c3 , member design. 17932 PE o� SUBMITTAL REVIEW End verticals exposed to wind pressure_Deflection 1 INOE1XCEPfONSTAKEN 0 REVISE AND RESUBMIT meets L/240. J 0 MAKECORRECTIONS NOTED 0 SUBMITSPEOFlED ITEM Wind loading based on both gable and hiproof types. CHECx0NO IS ONLY FOR 0ENERAL CONFORMANCE WITH THE DEMON CONCEPT OF THE PROJECT AND GENERAL COMRMNCE WITH THE INFORMATION W ME. Additional Notes CMITRACT DOCUMENTS.ANY ACTION SNOWS ABM.IS SUBJECT TO MF RE. M REMENTS OF THE PLANS AND SPECIFICATIONS.CONTRACTOR IS WYE/N. Negative reaction(s)of-1078#MAX.from a non-wind OREGON MBIE NW wMEN«s,,s WINCH SMALL BE FARRMATED AND CORRELATE)AT Q THE JOB SITE FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTOR: load case requires uplift connection.See Maximum {y • A(r 13 1918 COMOINATION OF THEIR WORN W.THAT OF ALL OTHER M );AD AND ME Reactors. S N. SATISFACTORY PERFORMANCE Of THEIR WORN BY �4A«.- DATE 4.5.2024 ( EXPIRATION DATE:12131/2025 I U4/01f2(124 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss components Ororepm,Inc. IMPORTANT., FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require exweme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Come...OR 97113 Component Safety Information,by TPI and'SECA)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 ahall have a props riy attachad rigid ceiling.Locations shown forpermanent lateral restraint of webs shall have continuous faterai I baint(CLR),installed with Aaalb diagonal bracing installed on the CLR per SCSI sections 63 B7,or B10 as applicable. Apply plates to each ace of truss and positron as dshown aboveand on the,Joint Details, unless noted otherwise. Refer to drawings 160A-Zfor standardplate ALPINE otes page or aditional information. 9 positions.Refer to job's General Alpine,a division of ITW Buildin-qComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI fPl 1, or for haning, shipping,.installation and bracing of trusses. A seal or_this draw] or cover page ""ITW<�"" listing this drawing,indicates acceptance of professional engineering responsibility solely-for the design shown.The suitability and use of this 155 Harlem Ave drawing for any srcture is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:484113 MONO Ply: 1 Job Number: 1223001 Gust:R7175 JRef:1XYK71750005 T16 FROM:MG Qty: 7 Dartmouth DrwNo: 092.24.1000.33873 Truss Label: B / CA 04/01/2024 1 T3. I 14'6' I 21'9' 73' I 12X4 E /3X5 120000000000001110 0 4 p Xy rB ,1401 r ,,,At XS T l - _ rimiltlllt; J 13%7 =5X5 -3X5 =4X5 tf3X]F 1 21.9' i 1 T3. I 7J' > 13' 149" I 211r I 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:25.0 Ct 1.1 CAT:II PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.053 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.080 B 999 240 J 1689 I- /- /851 /80 /227 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.015 E - - F 1762 /- /- /883 /107 /- Des Ld: 73.00 EXP.B Kzt:NA HORZ(TL): 0.024 E - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:54.37 ft TCDL:6.0 psf Building Code: Creep Factor.2.0 J Brg Wid=2.6 Min Req=1.8(Truss) F B W id=3.5 Min Re Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.862 r9 q=1.9(truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.453 Bearings J&F are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.776 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.02.04.0123.13 A-B 178-2146 C-D 181 -1378 Lumber B-C 172-1611 Top chord 2x6 DF-L#2 Bot chord 2x6 DF-L#2 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 DF-L#2 W1,W3,W5 2x4 DF-L Standard+ Chords Tens.Comp. Chords Tens. Comp. DF-L Stud; J-I 87 -483 H-G 1376 -273 Bracing I-H 1960 -428 G-F 1376 -273 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens.Comp. Special Loads A-J 159-1566 H-D 727 -35 ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) A-1 2022 -151 D-F 250 -1940 TC:From 101 plf at 0.00 to 101 plf at 11.08 B-H 185 -720 E-F 104 -379 TC:From 59 plf at 11.08 to 59 plf at 21.75 TC:From -42 Of at 21.75 to -42 plf at 22.00 BC:From 40 plf at 0.00 to 40 plf at 21.75 TC: 276 lb Conc.Load at 11.08,15.50,18.00 Wind Wind loads based on MWFRS with additional C&C otO P$Op,, member design. 4 I N el gM6. ffk S'S. End verticals exposed to wind pressure.Deflection t7933 PE meets L/240. w o.- SUBMITTAL REVIEW Wind loading based on both gable and hip roof types. [C Imo EXCEPTIONSTAKEN 0 REVISEAND RESUBMIT 0 MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED REM CHECNNG M awr FOH cEr1ERu coxFaRMANCE wRH THE DFSMa cDN Ent OFTIE.DOCTANDS.ANYACONMOW ABOTHE I SUBJECT TO INTRE- n COFIIRACT UOCUMEN'r5.ANT AC SI'SIMWN ABDVE,a SU8IECT TD tHF ON. V Pf A DUIREMEHTS OF ISI PLANS AND SPECIFICATIONS.CONTRACTOR IS RES bM vF�.r�V Y T SIRLE FOR:gMEN310N4 WHICH SWII.E DE FARRMATED AND COflflEIATEJ AT ♦� 1HE MB SITF;FABRICATION PROCESSES AND OECHNOUE3 OF CONSTRUCFIOM. '4Ar is,190 Z M CWRDINATpN OF IMEM WORN WItH TWIT OF ALL OTHER TRADES;AND 1XE SATISFACTONT PERFORMANCE OFTNEIR WORN. EXPIRATION DATE:12131/2025 I BY<u" ( DATE 4.5.2C24 04/01/2024 "WARNING'"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! moosComponenlsororegon Inc. "IMPO tTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating,handling,, shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information by TPI a��ndSBCA)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 property attached structural sheathing and bottom cord shall have a properly _ attached rigid ceiling.Locations shown forperrnanent lateral restraint of webs shall have continuous rateral restraint(tCNLR),installed with diagonal bracing installed on the CLR per BCSI sections B3,B7,or B10 as applicable. Apply plates to each race of and position as e shown above and the Joint Details, unless noted otherwise. Refer to drawings 160A-Z'for standard plate positions.Refer to job's General ALPINE' G Notes page for adr�tional information. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible fin any deviation from this drawing,any failure to build the truss in conformance with ANSIlTPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawingor cover page "`RW COMPANY listing this drawing indicates acceptance of professional errneenng responsibility solely-for the design shown.The suitabilit and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Buildingvesigner per ANSIfrP1 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:is safe.orq;AWC:awc.org Glenview,IL 60025 SEQN:484116 MONO Ply: 1 Job Number. 1223001 Gust:R7175 JRef:1XYK71750005 T32 ' FROM:MG Qty: 1 Dartmouth DrwNo: 092.24.1000.38687 Truss Label: B1 / CA 04/01/2024 T9 I 14V I 21V I \2Xd E /3X5 b 2 d IN](5 ,B I X5 J� ill\IL - = u� - 51.5X4 I H G s3X5 s3X5 NXS 13T2 I 219. I T3. I T3 Tr Jr 14V 1 5' 1 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Dell/CSI Criteria A Maximum Reactions(Ibs),or'=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl ti# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.006 D 999 360 Lac R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.010 D 999 240 J` 159 /- I- /80 /9 /11 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.004 E - - Wind reactions based on MWFRS Des Ld: 73.00 EXP.B Kzt:NA Mean Height 54.37 ft HORZ(TL): 0.006 E J Brg Wid=261 Min Req=- NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Bearing J is a rigid surface. Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.864 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: 0.233 Maximum Web Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.773 Webs Tens.Comp. Webs Tens.Comp. Loc.from endwall:Any FT/RT:2(0)/4(0) A-J 64 -421 H-D 188 -882 GCpi:0.18 Plate Type(s): I-B 160 -851 E-F 104 -378 Wind Duration:1.60 WAVE VIEW Ver:23.02.04.0123.13 Lumber Top chord 2x6 DF-L#2 Bot chord 2x6 DF-L#2 Webs 2x4 DF-L#2 W 1,W 3,W 5 2x4 DF-L Standard+ DF-L Stud; Bracing (a)Continuous lateral restraint equally spaced on member. Special Loads ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.1.15) TC:From 101 plf at 0.00 to 101 plf at 11.08 TC:From 59 plf at 11.08 to 59 plf at 21.75 BC:From 40 plf at 0.00 to 40 plf at 21.75 TC: 276 lb Conc.Load at 11.08,15.50,18.00 Wind Wind loads based on MWFRS with additional C&C member design. 9,�d pK4fi End verticals exposed to wind pressure.Deflection g tpG i NEER `Qr meets L/24o. ti 17932 PE ag Wind loading based on both gable and hip roof types. aD y SUBMITTAL REVIEW Cr ONO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT fOREGON O❑ MAKE CORRECTIONS NOtED ❑ SUBMIT SPECIFIED ITEM CHECKING16 ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CpKEPT OF GENETHE PROJECT AND RAL COMPLIANCE WITH THE INFORMATION INTHE- CCNTRACT DOCUMENTS.ANY ACTION SHOWN ABODE.IS SUBJECT TO THE RE- OUE SPECIFICATIONS MENTS OF THE MANS AND SPECIFICATI CONTRACTOR IS RES ?::: 4 SIDLE FOR DIMENSIONS WHICH SHALL RE FABRICATED AND CORRELATES AT 4 Jutr23. 17% i4 THEJOB SITE:FABRICATION PROCESSES MID TECXNIQUFS OF CONSTRICTOR; CO01NAT10N OF THEIR WORK WITH THAT OF ALL OTHER TRADES:AND THE I. C A Li OR SATISFACTORY PERFORMANCE OFTHEIR WORK. EXPIRATION DATE:12/3112025 I BY `L"'"- ..1 DATE 4.5.2 C 24 04/U1/2024 `'WARNING'' READ AND FOLLOW ALL NOTES ON THIS DRAWING! Tress Component.of arlFgon,Inc.IMPO 2TAN.* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.BDX468 Trusses require a me care in fabricating,handling,shipping,instal ing and bracing..Refer to and follow the latest edition of BCSI(Building Corrrews OR 97113 Component Safety Information,by TPI and SBCA)for safely 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 hall have a properly attached rigid ceiling.Locations shown far Ppermanent lateral restraint of wets shall have continuous lateral restraint(CLR� installed with diagonal bracing installed on the CLR per'SCSI sections B3,B7,or B10,as applicable. Apply plates to each face of buss and position as Shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A- for standard plate positions.Refer to job's General ALPINE' 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 tRisfaS A seal on this drawing or cover page """"COMPANY listing this drawing indicates acceptance of professional enotneenng responsibilitysolelyTor the design shown.The suitabili-and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineilw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:484120 MONO Ply: 1 Job Number: 1223001 Cust:R7175 JRef:1XYK71750005 T21 FROM:MG Qty: 2 Dartmouth DrwNo: 092.24.1000.43043 Truss Label: B2 / CA 04/01/2024 T'3' I IMF 21'T"4 23'eZ 'Fr TM I TIO I T1'14'I G NI SX4 ° 12 s3xs o /41 W9 -3X5 B fRXS I 0, - -30X5 s..5 -4XC NH r3Xi i 239'2 A I i3 I T3' TIM 2'1114 FM 14M I 21'T4 I 23'R'21 7 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefUCSI Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.069 K 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.114 K 999 240 M 1844 I- /- /920 /96 /259 BCOL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.016 F - - N 2456 /- 1- /1153 /189 /- Des Ld: 73.00 EXP.B Kzt:NA HORZ(TL): 0.027 F - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:55.21 ft Building Code: CreepFactor 2.0 M Wid=2.6 Min TCDL:6.0 psf 9 Brg Reg=2.0(Truss) Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.608 N Brg Wid=5.5 Min Req=2.6(Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.470 Bearings M&N are a rigid surface. Spacing:24.0" C&C Dist a:3.00 R Rep Fac:Varies by Ld Case Max Web CSI: 0.717 Members not listed have forces less than 375# Lac.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate T Chords Tens.Comp. Chords Tens.Comp. yPe(s): Wind Duration:1.60 WAVE VIEW Ver.23.02.04.0123.13 A-B 148-2400 C-D 149 -1710 Lumber B-C 156-1930 D-E 99 -665 Top chord 2x6 DF-L#2 Sot chord 2x6 DF-L#2Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 DF-L#2 W1,W3,W5 2x4 DF-L Standard+ Chords Tens.Comp. Chords Tens.Comp. DF-L Stud;W9 2x6 DF-L#2; M-L 90 -544 J-I 1674 -WO BracingL-K 2206 -456 I-H 407 -139 (a)Continuous lateral restraint equally spaced on K J 1674 -300 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 136-1721 D-I 228 -1776 TC:From 101 plf at 0.00 to 101 plf at 11.08 A-L 2276 -149 I-E 1458 -111 TC:From 59 plf at 11.08 to 59 Oat 22.42 TC:From 101 plf at 22.42 to 101 plf at 26.76 L-B 106 -403 E-H 177 -1903 BC:From 40 plf at 0.00 to 40 plf at 23.76 B-K 186 -670 F-H 191 734 BC:From 4 plf at 23.76 to 4 pit at 26.76 K-D 682 -45 TC: 276 lb Conc.Load at 11.08,15.50,18.00,22.42 Wind gat° FROpeA. Wind loads based on MWFRS with additional C&C gi I Lee NEe� -a. member design. End verticals exposed to wind pressure.Deflection 1*. 17932 PE °y. SUBMITTAL REVIEW meets U240. W s± ' leo ExcEPnoNS TANEN 0 REVISE AND RESUBMIT Wind loading based on both gable and hip roof types. f/ j' 0 MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFlEDREM 1 CNECMNO M ORM POD CORER.CONFORMANCE WOO THE DESIGN CONAERT CCO HCD DC MNT UTLLCMMSFCB MO N N TN1E HEMEN THE PEARS AND ON,CO TOR IS RESP REGON SO FONDICNS MACH ALL BE FABRICATED M C ATIM FT THE ADBSEFABRTI PROCESSES AND TECHNIQUES OF IRSTRUT E4t1 Y§ 146' COORDINATION OF THOR WORN WITH THAT OF All OTHER TRADES;AND TI ` SAi1SF0.CORT PERFORMANCE OF THEIR WORK e ` I EXPIRATION DATE:12/31/2025 I BY u DATE 4. . 124 04/0 1/2024 "WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! 'floss 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 WI 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 hall have a proPaXY attachergid ceiling.Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint(`CLR),installed with diagonal bracing installed on the CLR per SCSI sections B3 137,or B10,as applicable, Apply plates to each face oftruss and position as shown above and the Joint Details, unless noted otherwise. Refer to drawings 160A-Z'for standardplate ALPINE. otes page for additional information. positions.Refer to job's General Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the nv E EANT truss in conformance with ANSI/I-PI 1, or for handling, shipping, installs and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engL eenng responsibility solelylor the design shown.The suitability and use of this Harlem Ave drawing for any sVucture is the responsibility of theBuilding-Designer per ANSI/TPI 1 Sec.2. Noc North Building,4th Floor ' For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:ccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:484128 MONO Ply: 1 Job Number: 1223001 Gust:R 7175 JRef:1XYK71750005 T79 FROM:MG Qty: 11 Dartmouth DrwNo: 09224.1001.43957 Truss Label: 63 / CA 04/01/2024 I 7-3• I 12.0.12 ' T3' 4•B'12 R3X5 e4x5 C 4 v ,r i i 111 D E. \3X5 A T % Iiiimii........1111 1.1 - R F '-E 113X7 M3X5 =AXE A 12''12 A ry 45'12 I T I 3' 12'0'12 i 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:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:212 Ce:1.1 VERT(LL): 0.015 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.034 F 999 240 G 941 /_ /_ /347 /64 /145 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 B - - E 1897 /- /- /346 /106 /- Des Ld: 73.00 FRCP:B Kzt:NA HORZ(TL): 0.006 B - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height 52.68 ft Building Code: Creep Factor 2.0 G Brg Wid=2.6 Min Req=1.5(Truss) TCDL 6.0 psf E B W id=5.5 Min Re Soffit: 2.00 IBC 2018 Max TC CSI: 0.568 Brg q=2.0(truss) BCDL:4.2 psf Bearings G&E area rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.260 Spacing:24.0" C&C Dist a:3.00 ft Rep FewVaries by Ld Case Max Web CSI: 0.656 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT2(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:23.02.04.0123.13 A-B 128 -893 Lumber Top chord 2x6 DF-L#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x6 DF-L#2 Chords Tens.Comp. Webs 2x4:DF-L Standard+DF-L Stud:W2, F-E 744 -248 W5 2x4 DF-L#2; Rt Bearing Leg: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-G 157 -818 B-E 255 -892 TC.From 109 pit at 0.00 to 109 Alf at 11.60 A-F 763 -89 D-E 955 -2075 BC:From 40 plf at 0.00 to 40 Alf at 12.06 TC: 31 lb Conc.Load at 11.08 PL:1059 lb Conc.Load at(11.56,52.67) Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets U240. Wind loading based on both gable and hip roof types. 0 P�f 0 4. P"�ogI NFek F$s v` REVIEW 17932 PE o SUBMITTAL w f �NO EXCEPTIONS TAKEN 0 REVISE RESUBMIT 1 ❑ MAKE CORRECTIONS NOTED ❑ SUBMIT SPECIFIED REM I = oORTRDLOTEAHA MA W ONLT FOR GENERAL CONFORNCE WITH THE DESIGN CONIEPT IX OO TS Of THE PLANS AND SPECIFICATIONS.CONTRACTORACTOR IS SESS.-:OH SHALDCORRELATEDATCl ITE: OCESSTECHNIQUES OF CONSTRUCTION44r/ TIOWORN WITHS;MDN THAT Of ALL OTHER TRADED THE MT PERFORMANCE OF THEM WORN.. V A EXPIRATION DATE:12131.202S f BY "" DATE 4.5.2C 24 04/01/2024 "'WARNING" READ 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 a eme care in fabricating,banana,shipping,installing_and bracing. Refer to and follow the latest edition of BCSI(Building Coewlt,s OR 97113 Component Safety Information,by TPI end SBCA)fr safety practices poor to perfmt ring 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 shell have a p attached rigid ceiling.Locations shown for'oermanent lateral restraint of webs shall have continuous Metal restraint(CLR),installed with diagonal bacing installed on the CLR per SCSI sections B3,67,4r B10,as applicable. Apply plates to each face of truss and position as shown abov and the.joint Details, unless noted otherwise. Refer to drawings 160A-Z'for standard plate positions.Refer to job's General ALPINE Notes page P(or adc�'ltional 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 Av,W cDMfANT truss in conformance with ANSI/9P] 1, or for handling, shipping,_installation and bracing of trusses. A seal on this drawingor cover page 155 Harlem Ave listing this drawing indicates acceptance of professional enr1g9�tneenng responsibility solely/or the design shown.The suitabilit and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:ictsafe.org;AWC:awc.org Glenview,IL 60025 SEQN:484126 MONO Ply: 1 Job Number. 1223001 Cust:R 7175 JRef:1XYK71750005 T23 FROM:MG Qty: 11 Dartmouth DrwNo: 09224.1001.49860 Truss Label: B4 I CA 04/01/2024 I. 4'1 1a I 8' ' 12'1'14 4.1.14 3'10"2 4.1.14 E f11.O4 12 T 4 p g3Gxs'�wT a� jj A 5X] G S. T �6 t3 s r ® 1 Q 72 _ 1 I L_: R2X4 1 12114 1 3'886 310'2 3'8"6 1 4'1.14 I 8' I 11'BS '�~_3-� 1-i II 7 5' 7'14 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/Csl Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc lidefl IJ# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.068 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.107 B 999 240 I 1059 /- /- /454 /102 /137 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.031 B - - J 1506 /- /- /687 /124 /- Des Ld: 73.00 EXP:B Kzt:NA HORZ(TL): 0.049 B - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:57.14 ft TCDL:6.0 psf Building Code: Creep Factor.2.0 I Brg Wid=5.5 Min Req=1.5(Truss) J B W id=5.5 Min Req=1.5 Soffit: 2.00 BCDL 4.2 psf IBC 2018 Max TC CST: 0.504 rg (Support) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 WI Std: 2014 Max BC CSI: 0.566 Bearings I&J are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.921 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(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:23.02.04.0123.13 A-B 270-2331 B-C 226 -20194 Lumber Top chord 2x6 DF-L#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 DF-L#2 Chords Tens.Comp. Chords Tens.Comp. Webs 2x4:DF-L Standard+DF-L Stud:W 1, H-G 2361 -533 G-F 1999 -350 W 7 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 101 plf at 0.00 to 101 Of at 3.92 A-I 145 -989 C-F 319 -1872 TC.From 59 pit at 3.92 to 59 plf at 10.83 A-H 2084 -249 D-F 293 -775 TC:From 101 plf at 10.83 to 101 plf at 15.16 H-B 171 -622 BC:From 41 plf at 0.00 to 41 plf at 11.70 BC:From 4 plf at 12.16 to 4 plf at 15.16 TC: 276 lb Conc.Load at 3.92,6.42,10.83 Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets L/240. Qti 43 P R 0,e Wind loading based on both gable and hip roof types. .�k ENG/Nl fg S's g , U inn PE o SUBMITTAL REVIEW 4 T it NO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT 1 0 MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED REM IS CJIECRIRD M ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONEEPT ti OF THE PROJECT AND GENERAL COMPLIANCE WITH THE MFORMA0ON IN ROE. CONTRACT OO FMENPS.ANY ACTOR SHOWN ABOVE IS SUBJECT TO THE RE- OURREM O ENTS OF THE PARS AND SPLCIFMFABRIC CONTRACTOR IS ATE)RESININ OREGON M1 TOEL WSITE;NENSIONS OF WHkO PROCESSES BE FABRICATED AHD CORREIATEJ AT k. T THE MR SUE;FABRICATION PROCESSES AND TECMOOHE OF CONSTRUCTION 44r ra,1 ; ZSATISFACTORYD PERFORMANCE OFW HF EWWORN OF ALL OTHER TRADES:M D NE a'- � BY9Lu--344,.L( DATE4.5.2 24 EXPIRATION DATE 12/31/2025 I 04/01/2024 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! TT1155 Components ofOregon,Inc. **IMPORTANT.* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Dos468 0 Trusses require extreme care in fabricating,handling,shipping,installing and bracing..Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI end SBCA)for safely 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 hall have a properly attached rigid ceiling.Locations shown forpe�rmanent lateral restraint of webs shall have continuous lateral restraint(CLR),installed with diagonal bracing instal ed on the CLR per SCSI sections B3,B7,or B10,as applicable. Apply plates to each Pace of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-2-fdr standard plate positions.Refer to job's General ALPINE' otes 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 V,WCDNFAN truss in conformance with ANSI/IPI 1, or for handling, shipping,.installation and bracing of trusses. A seal on this drawingor cover page 155 Harlem Ave listing this drawing indicates acceptance of professional errl1a�ineenng responsibility solely nor the design shown.The suitabilit and use of Bxs drawing for any structure is the responsibility of tlx:Building uesigner per ANSI/TPI 1 Sec.2. North Building,4th Floor • For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:484130 GABL Ply: 1 Job Number: 1223001 Gust:R7175 JRef:1XYK71750005 766 FROM:MG Qty: 1 Dartmouth DrwNo: 09224.1001.55280 Truss Label: B5 / CA 04/01/2024 I 6. 1 13'4• WOW 285f2 24tP14 8. 669 I sore I esre I I 1 24r2 I r4'I .415 H F -� - J i3x5 /4x5 2 /3T c /B5 (a) (N7 .3xs !� WG I�. II . _ 1 II _ S :316 r3M5 aaXS a3%5 s342 VW I 2e10'14 I I OTT I 6.81 I seem I RVO I 31 r12 I ST-1 13'4' 20D9 26'G'2 29'1R14 Loading Criteria(pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(His),or'=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pt:21.2 Ce:1.1 VERT(LL): 0.005 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.009 E 999 240 U* 189 /- /- /80 /10 /8 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.004 H - - Wind reactions based on MWFRS Des Ld: 73.00 EXP.B Kzt.NA HORZ(TL): 0.007 H - - U Brg Wid=358 Min Req=- NCBCLL:0.00 Mean Height:55.21 ft Building Code: Creep Factor 2.0 Bearing U is a rigid surface. Soffit: 2.00 BCDL:4. TCDL:4.20 psf IBC 2018 Max TC CSI: 0.575 Members not listed have forces less than 375# psf Maximum Web Forces Per Ply(lbs )Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.203 ( 1 Spacing:24.0" C&C Dist a:3.01 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.660 Webs Tens.Comp. Webs Tens.Comp. Loc.from endwall:Any FT/RT2(0)/4(0) A-U 53 -464 S-C 149 -815 GCpi:0.18 Plate Type(s): T-B 138 -947 Q-E 129 -738 Wind Duration:1.60 WAVE VIEW Ver:23.02.04.0123.13 Lumber Maximum Gable Forces Per Ply(Ibs) Top chord 2x6 DF-L#2 Gables Tens.Comp. Gables Tens.Comp. Botchord2x6DF-L#2 V-F 52 -419 P-V 51 -413 Webs 2x4:DF-L Standard+DF-L Stud:W4,W6,W7, W 8,W 9,W 10,W 11,M4,M7 2x4 DF-L#2; Bracing (a)Continuous lateral restraint equally spaced on member. Special Loads ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac=1.15) TC:From 109 plf at 0.00 to 109 plf at 10.84 TC:From 98 plf at 10.84 to 98 plf at 22.18 TC:From 109 plf at 22.18 to 109 plf at 29.91 BC:From 40 plf at 0.00 to 40 plf at 29.91 TC: 31 lb Conc.Load at 10.84,15.26,17.76,22.18 Plating Notes All plates are 1.5X4 except as noted. ,0 �R0p'F � el SS Loading 42 >r Truss designed for 24.0" 17932 PE O g spacing with additional load ,4 v SUBMITTAL REVIEW from 5.00 PSF cladding on one face. rr f in EXCEPTIONSTAKEN ❑ REV1SEAND RESUBMIT Wind e CI MAKE CORRECTIONS NOTED ❑ SUBMIT SPECIFIED ITEM Wind loads based on MWFRS with additional C&C CHEM.W ONLY FOR MEWL CONFORMANCE WITH THE DESIGN CON.EPT member desi n. OF WE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATON IN TE- 9 q� CONTRACT DOCUMENTS.ANY ACTON WORN ABOVE.IS STORM TO.RE. aRE{i`O N OINREMEOTS OF THE PANS AND SPECIPICATTONS.CONTRACTOR IS RE.. End verticals exposed to wind pressure.Deflection O. 9 MITE FOR:WENS*.WMOI SHALL BE FABRICATED AND CORRELATED AT meets U240. �• 447 a, O. S'� COE OR�aAroN OOfTHEM WTION OO TiTES AAT OP ALL R TRADES;AES OF ND TAD Wind loading based on both gable and hip roof types. F • A'k y� SATISFACTORY PERE CE URMANOPTw N. PIR R WORT EXPIRATION DATE: I BY T itk4i- «..1 DATE4,5.2C24 04/01/2024 ''WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Ins. *IMPORTANT*. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating handling,shipping,installing.and bracing. Refer to and follow the latest edition of SCSI(Building Comelus OR 97113 Component S fety Information,by TPI and'SBCA)fo safety practices nor to performing these functions. Installers shall provide tart racy bracingper BCSI.Unless noted otherwise,top chord shall have propertpy attached structural sheathing and bottom chord shall have a p properly t 7 z1� attachd ngid ceilinngq.�Locations shown forpermanent lateral restraint of webs shall have continuous lateral restraint(CLR),installed with diagonal bracing int;talled on the CLR per SCSI sections B3,B7,or B10,as applicable.Apply plates to each face of truss and position as shown abovee and the Joint Details, unless noted otherwise. Refer to drawings 160A- for standard plate positions.Refer to job's General ALPINE Notes page or additional information. Alpine,a division of ITW BuildinQComponents Group Inc.shall not be re ponsible for any deviation from this drawing,an failure to build the Tn0C0OAHI truss in conformance with ANSI/TPI 1, or for handling, shipping,.installation and bracing of trusses. A seal on this drawl or cover page 155 Harlem Ave A listing this drawing,indicates acceptance of professional enr1g�meenng responsibility solely for the design shown.The suitability and use of this drawing for any strcture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Glenview,IL 60025 • SEQN:484132 SPEC Ply: 1 Job Number: 1223001 Cust:R7175 JRef:1XYK71750005 763 FROM:MG Qty: 2 Dartmouth DrwNo: 092.24.1002.00540 Truss Label: 136 / CA 04/01/2024 I 510 5 I 36'14 I 203'7 I 2T I 3D'1"12 E'10.5 FIFOe'e•9 6'85 3'VTH i5X5 R1) T FF ITC - /4X5 E /4X5 2 4 ' /3%5 0C W11 6 te) W8(0) /XR 1 ii--di%-4.---- iii. lii\. :_i_... ._.......„........ ...........a......1 _ A 13%7 a3X10 Ig3L%5 .4%5 33X5 M,6X8 63%7 1 30'/•12 ` 610.5 ( 6'85 I 8'e"9 I BIMI 3'1"12 I 6'10.5 135.14 209"I 27 30'1.12 Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.134 L 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.179 L 999 240 N 2437 /- /- /1184 /138 /253 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.033 I - - H 2520 /- /- /1215 /164 /- Des Ld: 73.00 EXP.B Kzt.NA HORZ(TL): 0.050 I - - Wind reactions based on MWFRS Mean Height 55.17 ft NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 N Brg Wid=5.5 Min Req=2.6(Truss) Soffit: 2.00IBC 2018 Max TC CSI: 0.669 H Brg Wid=3.5 Min Req=2.7(Truss) BCDL:4.2 psf Bearings N&H are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.561 Spacing:24.0" C&C Dist a:3.01 ft Rep Fac:No Max Web CSI: 0.991 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(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:23.02.04.0123.13 A-B 236-3346 D-E 251 -2181 Lumber B-C 276-3294 E-F 202 -914 C-D 241 -2343 F-G 207 -732 Top chord 2x6 DF-L#2 Bot chord 2x6 DF-L#2 Webs 2x4 DF-L#2 W1,W3,W5 2x4 DF-L Standard+ Maximum Bat Chord Forces Per Ply(Ibs) DF-L Stud;W8,W11 2x4 DF-L#1&Bet.; Chords Tens.Comp. Chords Tens.Comp. Bracing N-M 143 -510 K-J 2989 -441 (a)Continuous lateral restraint equally spaced on M-L 2 -44 J-I 2052 -318 member. L-K 2989 989 -4411 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 101 pIf at 0.00 to 101 pif at 11.08 A-N 189-2318 C-J 174 -1330 TC:From 59 pif at 11.08 to 59 pif at 20.82 A-M 3228 -214 J-E 1253 -89 TC:From 86 pif at 20.82 to 86 pIf at 22.42 M-B 132 -720 E-I 234 -2291 TC:From 128 Of at 22.42 to 128 pif at 27.00 B-L 125 -428 I-G 2329 -264 TC:From 72 pit at 27.00 to 72 pif at 30.15 BC:From 40 pIf at 0.00 to 40 pif at 30.15 L-C 505 -56 G-H 263 -2470 TC: 276 lb Conc.Load at 11.08,15.50,18.00,22.42 Wind 0rc4 PROF, Wind loads based on MWFRS with additional C&C . ow N fie "p14 member design. . 'o SUBMITTAL REVIEW End verticals exposedra 17932 PE y. meets U240. to wind pressure.Deflection a Y I NO EXCEPTIONS TANEN 0 REVISE AND RESUBMIT Wind loading based on both gable and hip roof types. 0 MAKECORRECIONS NOTED 0 SUBMITSPEGFIEDIIEAI Ft- If.¢� CHECKING IN ONLY FOR GENERALC CONFORMANCE WITH THE DESIGN CONCEPT El OF THE PROJECTO COO GENERAL COMPLIANCE W.THE SNFORMRTION IN ERE. CONTRACT S OFM E s ss ACTION SHOWN ABOONG.CONTRACTOR C TO TH QUION- SWL EMERTS SI THE FUNS I. ALL R FARRIS.TEDNC E RESTATES AT OREG O\1 SIRLE FOR MMEN510N5 WHICH MALL RE FARRICATEO AND CORRELATES 0.T Cl V 5 V r3 THE..51CO FRERICATION PROCESSES MID FCAL 010 S OF CONSTRUCTION: COOSFACT RY E THEM WORN TIM R WO OF ALL G111ER TRADES:AND THE '4'tY IS,'��` �� SATISFACTORY KAFORMANCE OF TxuR woRX. F ' o,'L. BY 4,"A- Ak DATE4.5.2024 EXPIRATION DATE:121102025 04/01/2024 **WARNINGAS READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Ore in gon. c. IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require a eme 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 WI and SBCA)fOr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing. r BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottomchord shag have a properly attached rigid ceiling.Locations shown for'oermanent lateral res rat into webs shall have continuous lateral restraint CLR),installed with diagonal bracing installed on the CLR per SCSI sections B3,B7,or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.Refer to job's General ALPINE Notes page for additional information. Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the FsRW 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 listing this drawing indicates acceptance of professional eac�ineenng responsibility solely-for the design shown.The suitability and use of this 155 Harlem Ave drawing for any structure nr1 ucture is the responsibility of the Buildingvesigner per ANSI/TPI 1 Sec.2. North Building,4th Floor • For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:is safe.Org;AWC:awc.org Glenview,IL 60025 SEQN:484134 MONO Ply: 1 Job Number: 1223001 Gust:R7175 JRef:1XYK71750005 T2 FROM:MG Qty: 9 Dartmouth DrwNo: 092.24.1002.08850 Truss Label: B7 / CA 04/01/2024 T1115 1010'O 239'T4 ( r+rs ! rn•5 I r1r5 I oz. 0 siv 2 005 4!7 SS i s ex5 a1 sq 6 we T is, 1111 11................:.- .. _ J I H G RUE =3610 =4X5 1605 lax? 1 moo 1 E. 211.5 I T11.5 1 711.5 "firs 151Re 236.14 Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.069 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BOLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.102 B 999 240 J 1869 /- /- /934 /95 /242 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.020 E - - F 2123 I- /- /966 /190 /- Des Ld: 73.00 EXP.B Kzt:NA HORZ(TL): 0.032 E - - Wind reactions based on MWFRS Mean Height:54.64 ft BuildingJ B Wid=5.5 Min Req2.0(Truss) 0.00 TCDL:6.0 psf Code: Creep Factor:2.0 r9 = (T ) Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.954 F Brg Wid=3.5 Min Req=2.3(Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.545 Bearings J&F are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.886 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT2(Oy4(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:23.02.04.0123.13 A-B 187-2527 C-D 187 -1603 Lumber B-C 182-1852 Top chord 2x6 DF-L#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x6 DF-L#2 Webs 2x4 DF-L#2 W1,W3 2x4 DF-L Standard+ Chords Tens.Comp. Chords Tens.Comp. DF-L Stud;W6 2x4 DF-L#1&Bet.; J-I 94 -507 H-G 2313 -442 Bracing I-H 2313 -442 G-F 1583 -282 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens.Comp. Special Loads A-J 159-1734 G-D 815 -34 ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) A-I 2361 -155 D-F 249 -2189 TC:From 101 plf at 0.00 to 101 plf at 11.08 B-G 189 -855 E-F 109 -479 TC:From 59 plf at 11.08 to 59 plf at 22.42 TC:From 101 plf at 22.42 to 101 plf at 23.82 BC:From 40 plf at 0.00 to 40 plf at 23.82 TC: 276 lb Conc.Load at 11.08,15.50,18.00,22.42 Wind Wind loads basedas i G r on MWFRS with additional C&C q�' D NR p.s, member End verticals exposed to wind pressure.Deflection ci. 17932 PE O meets L/240. SUBMITTAL REVIEW kr Wind loading based on both gable and hip roof types. a Y I NO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT ��i�tJ/,'rr 0 MAKECORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM fI cunooec M ort,FOP escort�tf0HMANCE woo THE OWAN CONCEPT OF THE PROTECT AIN GENERILL COMPLIANCE WITH THE iNFORMATNIN O1 WE CONTRACT s OF 000 PUNS rI DON SHOWN ABOVE.IS SUBJECT TO T!N RE. 1\�. + CGO N OWREMEMS OF THE MANS AND BPECIFMADONS.CONTRACTOR AS REYON- VRG1A4l iTF NIBIETOR:Dw0EN510NS TORCH SWILL OE FABRICATED ANO CORREUT AT THE ANTRIM FABRICATNw PROCESSES AND TECHNIQUES OF CONST ON; ' y YS,1�� COORDINATION OF TNEIR WORN WITH TINT OF ALL OTHER TRADES:AND THE ` SATISFACTORY PERFORMANCE OF THEM WORN, EXPIRATION DATE:12131f2025 I BY &'ti k.--1A.-E,.f1 DATE 4,52C24 04/01/2024 "'WARNING"" READ 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 reuire extreme care in fabricating,handling shipping,installing and bracing..Refer to and follow the latest edition of BCSI(Building Conefios OR 97113 ComponentSafety Information,by TPI an SBCA)for safety practices prior to performing these functions. Installers shall provide tempo aily (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properlyattached structural sheathing and bottom chord shall have a propert attached rigid ceiling.Locations shown forppeer��manent lateral restraint of webs webs shall have continuous lateral te,baint(CLR),installed with diagonal bracing installed on the CLR per SCSI sections B3,B7,or B10,as applicable Apply plates to each face of'truss and position as shown aboveand the Joint Details, unless noted otherwise. Refer to drawings 166A- for standard plate positions.Refer to job's General ALPINE. Notes page or additional information. Alpine,a division of ITW Buildingg omponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the RAMA COMPANY truss in conformance with ANSI/T 11, or for handling, shipping,,installation and bracing.of trusses. A seal on this drawingor cover page 155 Harlem Ave listing this drawing,indicates acceptance of professional ertatneenng responsibility solelytor the design shown.The suitabilit and use of tillsdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineilw.corn;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Glenview,IL 60025 SEQN:484122 GABL Ply: 2 Job Number: 1223001 Cust:R7175 JRef:1XYK71750005 T3 FROM:MG Qty: 1 Dartmouth DrwNo: 092.24.1002.24000 Page 1 of 2 Truss Label: BDS / CA 04l01/2024 5 5 2 Complete Trusses Required Pr 1 n I r,v I z,.I DM Hal HlI!Iii!ithjIi1IMiii1F # , 11 - 1 rr _ 1k,D M'WWI' .„,aM. •:10 1 "'D' I rr I 1.r I EIG, I T1 i '---1 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefUCSI Criteria •Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.014 N 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.015 N 999 240 AN"181 /- /- /257 /83 /11 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(TL): 0.065 U - - AN /-3129 Des Ld: 73.00 EXP:B Kzt:NA HORZ(TL): 0.070 U - - AV /-1454 NCBCLL:0.00 Mean Height:55.21 ft Building Code: Creep Factor.2.0 Al /-692 TCDL 6.0 psf AE /-414 Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.389 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.187 AC /407 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.819 Y /-1591 Loc.from endwall:Any FT/RT2(0)/4(0) W /-827 Wind reactions based on MWFRS GCpi:0.18 Plate Type(s): AN Brg Wid=285 Min Req=- Wind Duration:1.60 WAVE VIEW Ver:23.02.04.0123.13 Bearing AN is a rigid surface. Lumber Loading Members not listed have forces less than 375# Top chord 2x6 DF-L#2 Truss transfers a maximum horizontal load of Maximum Top Chord Forces Per Ply(lbs) Bot chord 2x6 DF-L#2 12116#( 510.00 pit)along top chord,from either Chords Tens.Comp. Chords Tens.Comp. Webs 2x4:DF-L Standard+DF-L Stud:W2,W4,W6, direction,to supports where indicated.Diaphragm and A-G 2610-2650 N-S 2247 -2265 W7,W8,W9,M26 2x4 DF-L#2; connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End G-K 2752-2784 S-U 545 -526 Bracing Case 1: 12116 510.00 TC 0.00 23.76 K-N 1642-1645 (a)Continuous lateral restraint equally spaced on 12116 509.94 BC 0.00 23.76 member. Truss designed to support 0-0-0 top chord outlookers Maximum Bot Chord Forces Per Ply(Ibs) and cladding load not to exceed 3.00 PSF one face Chords Tens.Comp. Chords Tens.Comp. Nailnote and 24.0"span opposite face.Top chord must not be Nail Schedule:0.120"x3",min.nails a"'a"1e'c`'a'l unle^erp^c'F^d ly Vhe ^se AN-AJ 1805-1805 AD AC 941 929 Top Chord:1 Row 4i 5.50"o.c. SUBMITTAL REVIEW AJ-Al 771 -750 AC-Y 882 -870 Bot Chord:1 Row @ 6.00"O.C. IRO EXCEPnONSTAREN Cl REVISE AND RESUBMIT Al-AD 1099-1078 Y-W 452 -453 Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails Cl MAKECORRECTIONSVIOTED ❑ SUBMIT SPECIFIED ITEM Maximum Web Forces Per Ply(Ibs) in each row to avoid splitting. CHEME.IS MKT FOR NUMERAL CONFORMANCE WIN THE DESBR CONCEPT Webs Tens.Comp. Webs Tens.Comp. Of THE PROJECT AND GENERAL CHMPIIANCE WITH TIE INFORMATON DITHE- CONTRACT DOCUMENTS.ANT ACTION SHOWN ABOVE.M SUBJECT TO THE RE- SpecialWIREMENTS OF THE PLANS AND SPECIFICATIONS.CONTRACTOR I IMPEDE A-AN 1565-1615 N-Y 1899 -1913 SIDLE FOR.DIMENSIONS MATED kW CORRELATED AT A_AJ 2641 -2625 Y-S 540 -547 ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) THE JOB SHE:FARR OF CONSTRUCTION; TC:From 101 plf at 0.00 to 101 plf at 11.08 C0O"O,"",T�°N,o�4 . H q> 7! TRADES.MO THE AJ-G 1445-1546 S-W 638 -635 TC:From 59 plf at 11.08 to 59 plf at 22.42 �yT��`�` G-AD 2402-2406 U-W 107 -440 TC:From 101 plf at 22.42 to 101 plf at 26.76 BY T ..3e_= 17932 MATE' 2124 AD-N 1337-1409 BC:From 40 pit at 0.00 to 40 plf at 23.76 BC:From 4 pU at 23.76 to 4 plf at 26.76 , f TC: 276 lb Conc.Load at 11.08,15.50,18.00,22.42 ./ I, Maximum Gable Forces Per Ply(Ibs) Gables Tens.Comp. ft Plating Notes Al-AX 354 408 All plates are 1.5X4 except as noted. ti 4REG4N (AC)1 plate(s)require special positioning.Refer to I scaled plate plot details for special positioning 44r r3,IS S le requirements. e A k EXPIRATION DATE:1213112025 1 04/01/2024 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of OregonIlc."IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O_Box 468 Trusses require wareme care in fabricatinngq handlingp,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 SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a prope fly attached rigid ceiling_Locations shown for permanent lateral restraint of webs shall have continuous lateral restraintrestraint Apply of truss and position as Shown aboveand the Joint Details, unless noted otherwise. Refer to drawings 160A- for standardplate ALPINE' Notes page tor additional information. n9 Positions_Refer to job's General Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the CWCOrPANJ truss in conformance with ANSI/�'PI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawingor cover page ""listing this drawing indicates acceptance of professional enrtgg__meenng responsibility solelyTor the design shown.The suitabilit and use of this 155 Harlem Ave drawing for any sGucture is the responsibility of the BuildingTJesigner per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineilw.corn;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Glenview,IL 60025 SEQN:484122 GABL Ply: 2 Job Number: 1223001 Cost:R 7175 .IReI:1XYK71750005 T3 FROM:MG Qty: 1 Dartmouth DrwNa: 09224.1002.24000 Page 2 of 2 Truss Label: BDS / CA 04/01/2024 Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets U240. Wind loading based on both gable and hip roof types. Additional Notes Uplift connections required.See uplifts in R-and U columns of Maximum Reactions table. See DWGS A20030ENC160118&GBLLETIN0118 for gable wind bracing and other requirements. It PROFF 4. EKG N4 •.S.A.g to iF93?PE °IS SUBMITTAL REVIEW la cr 9 I NO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT [ ❑ MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM vi, i MOO.MOO.M ONLY FOR GENERAL CONFORMANCE MN THE DESIGN CONCEPT COMPLIANCE OF THE PROTECT AND GENERAL W.THE INFORM..IN NW CONTRACT DOCUMENTS.ANY ACTION SHOWN ABOVE IS SUBJECT TO THE RE. f n O REGO N A SINCEE ENTS OF THE MANS AND SPEDNFICATIONC CONTRACTOR IS RES ION V 4G5i 1>R S_ SMILE FOR:DIMENSIONS DORM SHALL BE FABRICATED AND CORRELATE>AT '4tY 194F' fie COTILORDINAJOB TIFABRICATION OF TTHEIR WORKORN WmI OESSES UT TECHNIQUES AL TTTNER OF um THE IFS SATISFACTORY PERFORMANCE OF THEIR WORK 1 EXPIRATION DATE;12131112025 i BY T "Lu '.4 me.1( DATE 4. .21 4 04/01/2024 ""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.BoL468 Trusses require wueme 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)far sable y practices�ppvdor to performing these functions. Installers shall provide temporary bracing per BGSI.Unless noted otherwise,top chord shall have prope f attached structural sheathing and bottom chord shall have a properly (503)157 z1/ � attached rigid ceiling.Locations shown for permanent lateral restraint 0q webs shall have continuous lateral restraint(CLR),installed with diagonal bracing installed on the CLR per SCSI sections B3,B7,or B10,as applicable. Apply plates to each face of truss and position as shown aboveand on the.Joint Details, unless noted otherwise. Refer to drawings 160A-Z'for standard plate positions_Refer to job's General ALPINE Notes page or 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 drawingor cover page listing this drawing indicates acceptance of professional erxlrneenng responsibility solelylor the design shown.The suitabilit and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Buildingl>esignneer per ANSI/TPI 1 ec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.corn;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:is safe.org;AWC:awc.orq Glenview,IL 60025 SEQN:471564 GABL Ply: 1 Job Number: 1223001 Cost:R 7175 JRef:1XYK71750005 T81 FROM:MG Qty. 1 Dartmouth DrwNo: 092.24.1002.28120 Truss Label: BGE / CA 04/01/2024 I Pa' ! IMF ! z1r Pr F 1'e-1 (1vP1 X O • NX /3XIwa, •z5 a \I iiiiill I'M - iIliiss, s �h► \ �_ - Biis9 _ �i Rao AC AB X mo M3X5 PLUS ffBve r 319' I P3" Pr P3. I C I 219' ! 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:25.0 Ct:1.1 CAT:It PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pr:21.2 Ce:1.1 VERT(LL): 0.004 D 999 360 Loc R+ /R- /Rh /Rw /U I RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.010 D 999 240 AF'228 /- /- /114 /9 /18 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.002 Q - - VF 217 I- /- /104 /22 /- EXP:B Kzt:NA Des Ld: 73.00 Mean Height:54.37 ft HORZ(TL): 0.003 Q - - Wind reactions based on MWFRS NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor 2.0 AF Brg Wid=192 Min Req=- Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CST: 0.117 V Brg Wid=69.0 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.024 Bearings AF&V are a rigid surface. Spacing:24.0" C&C Dista:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.648 Members not listed have forces less than 375# P �' Maximum Bot Chord Forces Per Ply(Iles) Loc.from endwall:Any FT/RT2(0)/4(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 W-V 421 -56 Lumber Top chord 2x6 DF-L#2 Maximum Web Forces Per Ply(Ibs) Bot chord 2x6 DF-L#2 Webs Tens.Comp. Webs 2x4:DF-L Standard+DF-L Stud:W2,W4,W6, AB-F 18 -423 W7,M23 2x4 DF-L#2; Bracing Maximum Gable Forces Per Ply(Ibs) (a)Continuous lateral restraint equally spaced on Gables Tens.Comp. Gables Tens.Comp. member. B-AH 85 -416 AC-AJ 93 -486 Plating Notes C-AJ 76 -390 X-AT 74 -429 All plates are 1.5X4 except as noted. Loading 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 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. i 4�El G N �fitr,gs, Truss designed for unbalanced snow loads. U 17932 PEp SUBMITTAL RIEW 7 1NO EXCEPTIONS TAKEN ❑ REVISE AND RESUBMIT Wind loads based on MWFRS with additional C&C ❑ MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM member design. End verticals exposed to wind pressure.Deflection r,.....7114.71.,l FOR OENERAC OONFONCE WiT w N HE DES CN OON THE' meets L/240. AND GENERAL OwAPLMNCE wnH THE INFDRMMwN w ME- DUCI)M E PLANS ARE ACRON SHOWN ANS.CONTRACTOR a T TD TNT RE OLNREMENTS OF THE FLAILS AND SPECIFICATIONS.CRACTO IS RES+OW OREGON SIM FDIC.DIMENSIONS WHICH SHALL RE FABRICATED MID CORRELATE,AT Wind loading based on both gable and hip roof types. 0Q. THE TOO SI1E:FABRICATION PROCESSES AND TECHNIQUES OfCONSTRDD,ON: 40 26,NO8 i C, SATISFACTORY COORDINATION Of THEIR WOE ITH T WWORN.ALL OTHER TRADES;AND THE Additional Notes F A O�tA See DWGS A20030ENC160118&GBLLETIN0118 for BY T �4A""-4a..J. DATE 4.5.2C24 gable wind bracing and other requirements. I EXPIRATION DATE:12/31/2025 04/01/2024 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Ino. 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)fo'r safety practices rior to performing these functions. Installers shall provide temporary (503)357-2118 bracingper B SI.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 continuous lateral restraint(CLR),installed with diagonal bracing installed on the CLR per BCSI sections B3,B7,or B10,as applicable. Apply plates to each face ofhuss and position as Nshown aboveand on the.joint Details, unless noted otherwise. efer to drawings 160A-Z'for standard plate positions.Refer to job's General ALPINE' otes page for aditional 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 Ar N DNaMN truss in conformance with ANSIITPI 1, or for handling, shipping,.installation and bracing of trusses. A seal on this drawingor cover page 155 Harlem Ave listing this drawing indicates acceptance of professional errl1ff��Ineenng responsibility solely Tor the design shown.The suitabilit and use of this drawing for any structure is the responsibility of the Building mgrier per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:471565 GABL Ply: 1 Job Number. 1223001 FROM:MG Cust R 7175 JRe1:12YK71750005 T6 Dry: 1 Dartmouth DrwtVo: 092.24.1002.42870 Truss Label: BGE1 / CA 04/01/2024 I t'TNS I TIPS I 239.14 rIt'S Fri H+T<-4 B2✓c4 ' iria'ØhI, w2 if. A" =& ..A A" rSNS U �' 1 2sr14 1 r��s i rTrs ISIOD I b.gy i 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:25.0 Ct 1.1 CAT:II PP Deflection in loc Udell U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.005 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.014 D 999 240 BCDL: 10.00 Risk Category:II AK*222 /- - /113 /5 /30 EXP:B Kzt:NA Snow Duration:1.15 HORZ(LL): -0.002 S - - AD*230 I. I- /110 /17 /- Des Ld: 73.00 Mean Height:54.64 ft HORZ(TL): 0.003 S - - Wind reactions based on MWFRS NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor.2.0 AK Brg Wid=120 Min Req=- Soffit: 2.00 BCDL:4.2 pat IBC 2018 Max TC CSI: 0.138 AD Brg Wid=165 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.029 Bearings AK&AD are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.737 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Bot Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 AD-AA 95 -381 AA-Z 95 -381 Lumber Top chord 2x6 DF-L#2 Maximum Web Forces Per Ply(lbs) Bot chord 2x6 DF-L#2 Webs Tens.Comp. Webs 2x4:DF-L Standard+DF-L Stud:W2,W4,W5, W6,W7,M26,M27 2x4 DF-L#2; AG-F 18 -426 Bracing Maximum Gable Forces Per Ply(lbs) (a)Continuous lateral restraint equally spaced on Gables Tens.Comp. Gables Tens.Comp. member. B-AM 83 -435 AA-BA 64 -404 Plating Notes C-AO 79 -436 U-BK 73 -435 All plates are 1.5X4 except as noted. AH-AO 100 -554 Loading 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 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 overhang or heel panel,unlesnotches. specifiedn � F otherwise. t u{� inot notch SS Truss designed for unbalanced snow loads. . 17932 PE 0 Wind SUBMITTAL REVIEW cc Wind loads based on MWFRS with additional C&C �NO EXCEPTIONS TAKEN Cl REVISEAND RESUBMIT member design. 0 MAKECORRECTIONSNOTED 0 SUBMRSPECIFlEDITEM End verticals exposed to wind pressure.Deflection CHEM.IS ONLY FOR GENERAL CONFORAANDE WITH THE DESIGN CONCEPT meets L/240. OF THE PROTECT OAR GENERAL COMPLIANCE SLOT THE INFORMATION IN THE CONTRACT DOCUMENTS.ANY ACTION SHOWN ABOVE,IS HE SUBJECT TO T RE. Wind loading based on both gable and hip roof types. DtEGON +� EFwFeEm asw BPLANS ox�sSPECIFICATIONS. xi tA8 MptED AND CORREUtq AT 'for a 1 y 4 ME 10851TE:FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION: Additional Notes r Z COORDINATION OF THEIR WORK WITH TOOT OF ALL OTIMR TRADED AND THE It ,. SATISFACTORY PERFORMANCE OF THEIR WORN. See DWGS A20030ENC160118&GBLLETIN01 I8 for I EXPIRATION DATE:12131/2025 I BY 9k":<- DATE 4. . 124 gable wind bracing and other requirements. 04/01/2024 "*WARNING*' READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Truss Components468 of Oregon,Inc. Trusses require a me care in fabricating,handling,shipping,instalen and bracing. Refer C m Bus OR nnor� Q r sa 9. i e er to and functions.o the a lens editionlprovide of temporary{ (50)357-oR 97113 Com oven S SI. Informal on,b TPI and'SB ch fo' p performing these Installers rd s Y ) ty Practices pnor to (soa)357 z11s bracingtah per B it Unlessc Lions shown or'top chord shall have rlv attachedb l have o tinuou l and bottom chord ),installed, nstll have a properly diag n al r id ng ceiling.Locations th shown per SI sects ns B3,l B7 restraint 0,ass shill have n la a lateral mt(CLR),and positioned with diagonal bracing installed on the CLR SCSI sections B3 B7,or B10 applicable. Apply plates to each of'truss and ./41161 shown aboveand n the,joint Details, unless noted otherwise. Refer to drawings 160A-Z for standardplate as e Notes page for additional itionalinformation. positions.Refer 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, installa and bracing of trusses. A seal on this drawing or cover page listing this drawing,indicates acceptance of professional enoIIneenng responsibility solelyTor the design shown.The suitability and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:484111 MONO Ply: 1 Job Number: 1223001 Cust:R7175 JRel:1XYK71750005 T29 ' FROM:MG Qty: 4 Dartmouth DrwNo: 092.24.1002.46220 Truss Label: BK / CA 04/01/2024 I 1'3' I 14'6" 21'6' r3• r•3' I 73. 1 r3X5 E i4X5 2 0 12 d p i' ii1JhwJ TIIIUI Nxtz =505 +•3X5 .14X5 1fa308 1 21'9' 4. 1 r3 I 73 1 73' I r'3' 14'fi' 219' Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefliCSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:212 Ce:1.1 VERT(LL): 0.093 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BOLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.123 B 999 240 J 2488 /-769 /- /851 /623 /227 BCDL: 10.00 Risk Category:If Snow Duration:1.15 HORZ(TL): -0.025 E - - F 2456 /-737 /- /883 /606 /- Des Ld: 73.00 EXP'B Kzt:NA HORZ(TL): 0.033 E - - Wind reactions based on MWFRS Mean Height:54.37 ft NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 J Brg Wid=2.6 Min Req=2.2(Truss) Soffit: 2.00 IBC 2018 Max TC CSI: 0.929 F Brg Wid=3.5 Min Req=2.6(Truss) BCDL:4.2 psf Bearings J&F are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.456 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.937 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)r4(0) Maximum Top Chord Forces Per Ply{Ihs) Chords Tens.Comp. Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:23.02.04.0123.13 A-B 1106-3224 C-D 682 -1943 Lumber B-C 750-2242 D-E 233 -393 Top chord 2x6 DF-L SS T2 2x6 DF-L#2; Maximum Bot Chord Forces Per PlyIbs Bot chord 2x6 DF-L#2 ( ) Webs 2x4:DF-L Standard+DF-L Stud:W2,W4, Chords Tens.Comp. Chords Tens.Comp. W7 2x4 DF-L#2;W6 2x4 DF-L#1&Bet.; J-I 86 -483 H-G 1934 -668 Bracing I-H 2934-1019 G-F 1934 -668 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens.Comp. Special Loads A-J 823-2419 H-D 820 -134 -----(Lumber Dur.Fac.=1.60/Plate Dur.Fac.1.60) A-I 3010-1035 D-F 942 -2727 TC:From 59 plf at 0.00 to 59 plf at 21.75 I-B 478 -781 E-F 131 -471 BC:From 20 plf at 0.00 to 20 plf at 21.75 B-H 419-1174 TC: 645 lb Conc.Load at 2.77,6.77,10.77,14.77 18.77 Wind Wind loads based on MWFRS with additional C&C member design. pC® PROpe, End verticals exposed to wind pressure.Deflection 'E„' tirlo i N,t R 0,9 meets U240. g 'o SUBMITTAL REVIEW Wind loading based on both gable and hip roof types. V 17932 PE y fff 9. 1NO INCEPTIONS TAKEN ❑ REVISE AND RESUBMIT ix Additional Notes ❑ MAKE CORRECTIONS NOTED ❑ SUBMIT SPECIFIED ITEM Negative reaction(s)of-769#MAX.from a non-wind CHECNIN6 W ODLE FOR GENERAL CONFONMANCE WITH THE DPSNUY CON*E➢T c6NTRO HAO DCUMN TS6xA ACOP«sUowx Weav H.Ea«sET N TO dT HE- load case requires uplift connection.See Maximum Reactions. DDDREMENIS Or THE PLANS AND SPECIECAE 066.CONTRACTOR IS PESACH. 41.1r I IS 108 h SIDLE P.DRAENS/ONS WSN]1 SHALL NE F6DR*C.ETED AND CORRELATED AT vv�E w•GVV VW�f T ME LOB SEE FADR9TNIN PR0CE54E5 AND TECNN1OUFS OF CONSTRUCTION; COORDINARON OF THEIR WORN W.THAT OF All OTHER TRADES:AND THE 'DTI$,i 4 14 � SATBFACTO.PERFORMANCE OF WORN. A BY c:rt.,A-.. 4.L{ DATE 4.5.2024 EXPIRATION DATE:1213112025 04/01/2024 "WARNING"' READ 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 a eme care in fabricating,handling,shipping,instaltng.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 tempo (503)357-2118 bracing per SCSI.Unless noted otherwise,top chord shall have roper) attached structural sheathing and bottom chgrd shall have a properly attached n id ceilingp.Locations shown MrPpeermanent lateral restraint of websshall have continuous lateral!ebb c cunt(CLR),installed with diagonal bracing inetalled on the CLR per SCSI sections B3,B7,or B10,as applicable. Apply plates to each face of truss andposition as shown above and the.joint Details, unless noted otherwise. Refer to drawings 160A-Z'for standard plate posi po tions.Refer to job's General ALPINE* 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/IP! 1, or for handling, shipping, installation aril bracing of trusses. A seal on.this drawingor cover page 155 Harlem Ave A m« N listing this drawing indicates acceptance of professional engrneenng responsibilitysolely7or the design shown.The suitabilit and use of this drawing for any sfrilcture is the re3ponsibility of the Building-Designer per ANSI/TPI 1 Sec.2. No Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;WI:tpinsLorg;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Glenview,IL 60025 SEQN:484136 MONO Ply: 1 Job Number: 1223001 Cost R7175 JRef:1XYK71750005 T53 FROM:MG Qty: 4 Dartmouth DrwNo: 09224.1002.53147 Truss Label: BK1 / CA 04/01/2024 Oros I 3+P1z I 71755 I 23714 717'5 -I 'm F ■ T M 4 E 4 12 0 a c f3X1 �3xs 0)B (4WT i114400," I 1 1 II K AH 0 �HO510 a4>'Lz a3%5 1H0312 1 23B"14 i I r175 1510M 7175 I Il75 l 23714 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefUCSI Criteria A Maximum Reactions(Ibs) • TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct 1.1 CAT:II PP Deflection in roc L/defl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.107 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.139 C 999 240 K 2700 /-817 /_ /934 /670 /242 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.046 G - - G 3053 (-1170 /- /966 /856 /- EXP:B Des Ld: 73.00 Kzt:NA Mean Height:54.64 ft HORZ(TL): 0.059 G Wind reactions based on MWFRS NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 K Brg Wid=5.5 Min Req=2.9(Truss) Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.762 G Brg W id=3.5 Min Req=3.3(Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CS]: 0.538 Bearings K&G are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web Ca0.820 Members not listed have forces less than 375# Loc.from endwall:My FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate T Chords Tens.Comp. Chords Tens.Comp. Ype(s): Wind Duration:1.60 WAVE,HS VIEW Ver:23.02.04.0123.13 B-C 1156-3490 D-E 789 -2237 Lumber C-D 872-2s62 Top chord 2x6 DF-L#2 T2 2x6 DF-L SS; Bot chord 2x6 DF L#2 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4:DF-L Standard+DF-L Stud:W5,W6, Chords Tens.Comp. Chords Tens.Comp. W8 2x4 DF-L#2;W7 2x4 DF-L 2400f-2.0E; K-J 2713 -976 I-H 3281 -1116 Bracing J-I 3281 -1116 H-G 2229 -766 (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.=1.60/Plate Dur.Fac.1.60) K B 1301 -3605 H-E 833 -124 TC:From 59 plf at 0.00 to 59 plf at 23.82 B-J 751 -172 E-G 1060 -3073 BC:From 20 pit at 0.00 to 20 Of at 23.82 C-H 411 -1223 F-G 502 -863 TC: 645 lb Conc.Load at 3.00,7.00,11.00,15.00 19.00,23.00 Wind Wind loads based on MWFRS with additional C&C member design. QED PRO,,,.. F End verticals exposed to wind pressure.Deflection cs tool I NEER meets U240. {; 17932 PE ny Wind loading based on both gable and hip roof types. IEF y SUBMITTAL REVIEW ir ("NO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT Additional Notes / ❑ MAKE CORRECTIONS NOTED 0 SUBMITSPEClIED ITEM Negative reaction(s)of-1170#MAX.from a non-wind load case requires uplift connection.See Maximum E .ECKING eONLY FOR ON"'W"r CONFORMANCE THE N C«MEIM aF THE PRaERT AIro cErrERu cor4PUANCE wBx THE naDRMAnDN WTHE- Reactions. Cs /��y (�/y�p CONTRACT OOCIIMEARS.ARY ACIgH SHOWN ABOVE S 000JECT TO THE RE. LREV V If DiMEM[xiS Oi 1NE PIAMS AHO SPEGFlCAlWNS.CONTRACTORS 005100- 4 51&E TOR;DIMENSIONS WHICH SHALL BE FABRICATED ADO CORRELATO AT 4AT15,.180 ROE JOB SITE;FABRIG TECHNIQUES COOROMATION OF THEIR WORN WITH THAT OF ALL OTHER TRADES:AND THE �. SATISFACTORY PERFORMANCE OF THEIR WORK EXPIRATION DATE:1213112025 I BY 44- DATE 4. 124 04/01/2024 "WARNING'"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! Tess Components of Oregon Inc.IMPO TANT'A FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Boo 468 Trusses require a me care in fabricating,handling shipping,instal ing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,byWI and SBCA)fog safely practices pprior to performing these functions. Installers shall de temporary (503)357-2118 bracing per BCSI.Unless noted Oherwise,top chord shall have wive attached structural sheathing and bottom chords II have a properly attached nggid ceiling.Locations shown for'oermanent lateral res into webs shall have continuous faterai restraint((CLR),installed with ..44114 diagonal bfacin installed on the CLR per BCSI sections B3,B7,or B10,as applicable. Apply plates to eac face of truss and position as shown aboveand n the.)oint Details, unless noted otherwise. Refer to drawings160A-Z for standardplate ALPINE' page f positons.Referto Notes a e or additional information. Job General Alpine,a division of ITW 8uildin CComponents 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 listing this drawing indicates acceptance of professional enoineenng responsibility solelyTor the design shown.The suitabilityand use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 3ec2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinsLorg;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Glenview,IL 60025 SEQN:471568 MONO Ply: 1 Job Number: 1223001 Cust:R 7175 JRef:1XYK71750005 T5 ' FROM:MG Qty: 14 Dartmouth DrwNo: 092.24.1602.56343 Truss Label: C / CA 04/01/2024 1 5'1'4 I 10'0'12 1 150.12 I 2078 I 5'1.4 411'8 5 5'1'12 12X4 F {3%5 E 2 a p 1t.5Xa sax5 GIii : W7 �A .7:(5 6 6 T : 1 �, .1 J H G 13%5 Ti3%7 Nc4%5 113%7 1 10290 1 W11-14 1 I 100'12 I 10'1'12 I 100.12 2078 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in hoc Lldefl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pi:21.2 Ce:1.1 VERT(LL): 0.005 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu - Cs:1.00 VERT(CL): 0.010 B 999 240 J 632 I- /- /324 /- /215 BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.002 G - - I 1740 /- /- /929 /64 /- EXP:B Kzt:NA HORZ L: 0.005 G - - G 686 /- /- /359 /40 /- Des Ld: 73.00 Mean Height:54.11 ft � ) Wind reactions based on MWFRS NCBCLL:0.00 Building Code: Creep Factor 2.0 TCDL:6.0 psf J Brg Wid=2.6 Min Req=1.5(Truss) Soffit: 2.00 BCDL:4.2 sf IBC 2018 Max TC CSI: 0.316 p TPI Std: 2014 Max BC CSI 0.538 I Brg W id=7.2 Min Req=1.9(Truss) : Load Duration:1.15 MWFRS Parallel Dist:0 to h/2G Brg Wid=2.6 Min Req=1.5(Truss) Spacing:24.0" C8C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.531 Bearings J,I,&G are a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Web Forces Per Ply(Ms) Wind Duration:1.60 WAVE VIEW Ver.23.01.02.0731.17 Webs Tens.Comp. Webs Tens.Comp. Lumber J-B 67 -414 I-E 77 -543 Top chord 2x6 DF-L#2 B-I 229 -540 E-G 139 -378 Bot chord 2x6 DF-L#2 D-I 125 -513 Webs 2x4:DF-L Standard+DF-L Stud:W5,W6, W 7 2x4 DF-L#2; Bracing (a)Continuous lateral restraint equally spaced on member. Loading Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional CSC member design. End verticals exposed to wind pressure.Deflection meets L/240. Wind loading based on both gable and hip roof types. 3� . b t4 N OFtr��i r3N. 17932 PE ay SUBMITTAL REVIEW Ltr iCr T /NO ExCEPfIONS TAKEN 0 REVISE AND RESUBMIT 4„„ : 0 MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM '-'] CR00501 i M ONLY COO GENERAL CONFORMANCE WON THE DESIGN CONSENT L/j OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION IN THE CONTRACT DOCUMENTS.ANY ACTION SHOWN ABOVE IS0 SUBJECT TO THE RE a }��.A /f SIDLEMENTS OF THE PLANS AND SPECIFICATIONS.CONTRACTOR IS ATE)Al `�- 1?TiEGON SIDLE FOR DIMENSIONS WHICH SHALL DE FABRICATED AHD CORRELATE,A T.\ j. THE MR SITC FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCOON: Y 24,160 v SATISFACTORY SATISFACTORY Of MAWNCOE OFMEINw�K ML OTHER TRADES:AND THE I EXPIRATION DATE:12131/2025 I BY T `4'°L- w l DATE 4. . I 4 04/U1/2024 **WARNING`* READ 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 a eme care in fabricating handling shipping,instal ing and bracing..Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Component Safety Information,by WI and'SBCA for safety practices odor 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 sli0 have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint((CLR installed with diagonal bracing inttalled on the CLR per BCSI sections B3,B7,or B10,as applicable. Apply plates to eac of'trusss and position as shown aboveand.on the,Joint Details, unless noted otherwise. Refer to drawings 160A- for standard plate positions.Refer to jobs General ALPINE' Notes page or additional information. Alpine,a division of ITW Building_gComponents Group Inc.shall not be responsible for any deviation from this drawing,an failure to build the A„ITWGNPANY truss in conformance with ANSUTPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawing indicates acceptance of professional enrholf�lneenng responsibility solely r the design shown.The suitability and use of this North Building,4D Floor drawing for any structure is the responsibility of the Building signerper ANSI/TPI 1 Sec.2. N Buil 4Ih For more information see these web sites:Alpine:aipineitw.com;TPI:tpinstorg;SBCA:sbcacomponents.com;ICC:iccsafe.arq;AWC:awc.org • SEQN:471569 MONO Ply: 1 Job Number: 1223001 Cust:R7176 JRef:1XYK71750005 T58 FROM:MG pry: 3 Dartmouth DrwNo: 092.24.1003.19690 Truss Label: C1 / CA 04/01/2024 51.4 I D012 I 150'12 I 20•2'8 1 5.1'4 411'8 5' 51'12 12X4 F E. 4 piZ 11.5X4 0451 G W7 {L f3X5 3 I) ie) 11.5X4 A W6 � 1 , _ 11 • t J I'" H G 13X5 WE355 84X5 11347 I 103'8 A 911' I 10'0'12 10'i'I2 I aoy2 I 2021e I Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pl in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct 1.1 CAT:II PP Deflection in loc Udell U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.008 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT CL: 0.015 B 999 240 Risk Category:II ( ) J 788 /- I- /408 /9 /215 BCDL: 10.00Snow Duration:1.15 HORZ(TL): 0.003 G - - I 1462 /- /0 /779 /43 /0 Des Ld: 73.00 EXP.B Kzt:NA HORZ(TL): 0.008 G - - G 803 /- /- /424 /50 /- NCBCLL:0.00 Mean Height:54.11 ft Building Code: Creep Factor.2.0 Wind reac.taals based on MWFRS TCDL:6.0 psf J B Wid=2.6 Min R 1.5(Truss Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CST: 0.324 �)- (T ) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.658 I Brg Wid=5.5 Min Req=1.5(Truss) Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.531 G ing Wid=2.6 Min Req=1.5(Truss) Loc.from endwall:Any FT/RT2(0)/4(0) Bearings J,I,&G are a rigid surface. GCpi:endall: Plate T s: Members not listed have forces less than 375# ypeO . Maximum Bot Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 Chords Tens.Comp. Chords Tens.Comp. Lumber Top chord 2x6 DF-L#2 J-I 509 -369 I-H 647 -373 Bot chord 2x6 DF-L#2 Webs 2x4:OF-L Standard+DF-L Stud:W5,W6, Maximum Web Forces Per Ply(Ibs) W7 2x4 DF-L#2; Webs Tens.Comp. Webs Tens.Comp. Bracing J-B 98 -626 D-I 125 -509 (a)Continuous lateral restraint equally spaced on B-I 215 -476 E-G 165 -555 member. Loading Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets U240. Wind loading based on both gable and hip roof types. QEfl PROFF 17932 PE o9 SUBMITTAL REVIEW IM cr V NO SIMMONS TAKEN ❑ REVISE AND RESUBMIT , 0 MANE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM CMEW.6 ONLY FOR DINER.CONFORMANCE NUMTHE DEM.COMM f OF TIE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION IN NTR ]ME- ������ COACT DO.ATEMTS ANT A..SHOWN ABOVE 6 SUBJECT TO THE RE. pRREM PLANS EMTS OF THE AND SPECIFRIUT NS.CONTRACTOR IS RES TIN- (y 4 DI.FOR:DMMEMYDNS WHICH SHALL BE FABRICATED AND CORREI.ETES AT ttr MO rFi THE JOB ATE:FABRICATION PROCESSES AND TEMIICES OF CONSTRUCIOM: COORDINATION OF THOR WORM WRIT THAT OF ALL OTHER TRADES:ANO THE ` ' SATISFACTORY PERFORMANCE OF THEIR WORN. EXPIRATION DATE:12/31/2025 I BY 'L4w- DATE 4.5.2C24 04/01/2024 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Thus Components of Oregon,boo tMPO TANTJM' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Ass 468 Trusses require exveme care in fabricating,handling shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Cor nexus OR 97113 Component Safety Information by TPI and'SBCA)for safely practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted o cwise,topchord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling.Locations shown foroermanent lateral restraint of webs shall have continuous lateral restraint(CLR),installed with /111116 diagonal bracing installed on the CLR per SCSI sections B3,B7,or B10,as applicable. Apply plates to each face of buss andpjosition as shown aboveand on the.point Details, unless noted otherwise. Refer to drawings 160A-Lfor standard plate positions.Refer to job's General ALPINE* 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 AYI WEDMPAN truss in conformance with ANSI/TPI 1, or for handling, shipping,•installation and bracing of trusses. A seal on this drawing or cover papa 155 Harlem Ave listing this drawing,indicates acceptance of professional errlta�ineenng responsibility solelyTor the design shown.The suitability and use of this drawing for any sucture is the responsibility of the Building Designer pet ANSIITP1 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:471570 GABL Ply: 2 Job Number: 1223001 Cost:R 7175 JReF:1XYK71750005 T42 FROM:MG City: 1 Dartmouth DrwNo: 092.24.1003.29463 Truss Label: CDS / CA 04/01/2024 S s 2 Complete Trusses Required PIM 1 s+a I PmBz I 5n z I sari I 1-I•a•.1 I rzxa 0 I.I . r .• : . 'd iilllli l_ 1� _ MOM as ,A ..>m =AB U IMO I POTS I ;m s M 1 ME tOPIP '1 in Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSl Criteria A Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct 1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pt:21.2 Ce:1.1 VERT(LL): 0.006 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.007 D 999 240 RA 149 /- /- /249 /91 /11 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.041 Q - - AE /-2685 EXDes Ld: 73.00P B Kzt:NA HORZ(TL): 0.045 Q - - AB /-1202 NCBCLL:0.00 Mean Height:54.11 ft Building Code: Creep Factor 2.0 AA /-110 TCDL 6.0 psf Y /-798 Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.256 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.187 U /-173 Spacing:24.0'• C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.821 R /-2324 Wind reactions based on MWFRS Loc.from endwall:Any FT/RT:2(0u4(0) R Brg Wid=242 Min Req=- GCpi:0.18 Plate Type(s): Bearing AE is a rigid surface. Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 Members not listed have forces less than 375# Lumber Wind Maximum Top Chord Forces Per Ply(Ibs) Top chord 2x6 DF-L#2 Wind loads based on MWFRS with additional C&C Chords Tens.Comp. Chords Tens.Comp. Bot chord 2x6 DF-L#2 member design. A-D 1353-1319 I-M 679 -665 Webs 2x4:DF-L Standard+DF-L Stud:W5,W6, End verticals exposed to wind pressure.Deflection D-G 1963-1982 M-Q 1363 -1378 W 7 2x4 DF-L#2; meets U240. G-I 936 -929 Nailnote Wind loading based on both gable and hip roof types. Nail Schedule:0.120"x3",min.nails Additional Notes Maximum Bot Chord Forces Per Ply(Ibs) Top Chord:1 Row @ 5.50"o.c. Chords Tens.Comp. Chords Tens.Comp. Bot Chord:1 Row @ 6.00"o.c. Uplift connections required.See uplifts in R-and U Webs :1 Row @ 4"o.c. columns of Maximum Reactions table. AE-AB 1798-1776 Y-X 1735 -1711 Use equal spacing between rows and stagger nails See DWGS A20030ENC160118&GBLLETIN0118 for AB-Y 836 -820 X-R 1244 -1219 in each row to avoid splitting. gable wind bracing and other requirements. Plating Notes Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens.Comp. All plates are 1.5X4 except as noted. AE-D 2256-2293 Y-M 1982 -2051 Loading D-Y 1820-1840 M-R 1474 -1509 Truss transfers a maximum horizontal load of 10305#( 510.00 plf)along top chord,from either tD P R Op Maximum Gable Forces Per Ply(Ibs) direction,to supports where indicated.Diaphragm and +;�, ges1 NEFR -5' Gables Tens.Comp. connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End N i9932 PE O. D-AB MPWAL REVIEW Case 1: 10305 510.0009.9TC 0.00 20.210.2 +eF . 3° t'NO DICEPTIONS TAKEN 0 REVISE AND RESUBMIT 10305 509.95 BC 0.00 20.21 J Truss designed to support 0-0-0 top chord outloolcers 0 MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM and cladding load not to exceed 3.00 PSF one face OTECMNG IS ONLY For,GENERA.CONFORMANCE WITH THE DEMON CENrEPT and 24.0"span opposite face.Top chord must not be of RE PRD En ANo GENERA coR PUARDE WITR HE D Fa A AnEN W D E. fatt � CONIRNICT OOCUMF.MS.ANT ACTION SHOWN ABORE 6 SUBJECT TD TRt RE- ClA or notched,unless specified otherwise. E El OIRREMEM:OF THE PEARS AMD S+ECW ICARO S.CONTRACTOR IS RESTER. A SIDLE FOR:DRRESSIONS WHICH SHALL BE FABRICATED AND CORRELATE.AT n T THE MB SHE;FABRICATION PROCESSES AND TECHNIQUE:OF COTJSTRUCAON. toy 24,194 4, CDURDTNATIEN OF THER wORN WITH THAT OF ALL OTHER TRADES:AND THE e sATrsFAcroer PERFORATAxcE aF THER woRN. BY 9'�w.- DATE 4,5.2024 EXPIRATION DATE:1273112025 04/01/2024 "WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. IIIIPORTANT* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.BIix468 Trusses require exweme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,byWI end SBCA)ter safety practices pnor to performing these functions. Installers shall provide temporal (503)357-211t bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom cad shall have a properly attached rigid ceiling.Locations shown forepgrmanent lateral restraint of webs shall haveuccontinuous fateral traits(CLR),installed with /0161 diagonal bracing installed on the CLR per SCSI sections B3 B7,or B10 as applicable. Apply plates to each of ss and position as shown aboveand the Joint Details, unless noted otherwise. Refer to drawings 160A-L for standard plate positions.Refer to job's General ALPINE* Notes page or additional information. Alpine,a division of ITW Buildin mponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the MOM COMPANY truss in conformance with ANSI/fPI 1, or for handling, shipping,,install on_and bracing of trusses. A seal on this drawl or cover pagqe 155 Harlem Ave listing this drawing indicates acceptance of professional ena neenng responsibility solely-for the design shown.The suitabilriy and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/1•PI 1 Sec.2. North Building,4th Floor • For more information see these web sites:Alpine:alpineitw.com;TPI:tpinsLorg;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:471571 GABL Ply: 1 Job Number: 1223001 Cust:R 7175 JRef:1XYK71750005 T15 FROM:MG Qty: 2 Dartmouth DrwNo: 09224.1003.35720 Truss Label: CGE / CA 04/01/2024 I f 2 11-e0, S,1 I 5v,2 I 2078 I 5,2 I-+•A•-1 mP) F1 .211 411" ; 'S <0.,, �1,1 T ,gi l i: AE_ _ - .� AD D .a. 1110 1 2028 1 I D-Tz 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:25.0 Ct 1.1 CAT:II PP Deflection in Ice Udefl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:212 Ce:1.1 VERT(LL): 0.002 G 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.005 G 999 240 AE*240 /- /- /120 /10 /22 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.002 B - - W 201 /- /- /99 /15 /- Des Ld: 73.00 EXP.B Kzt.NA HORZ(TL): 0.002 P - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:54.11 ft TCDL:6.0 psf Building Code: Creep Factor:2.0 AE Brg Wid=144 Min Req=- W B Wl Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.110 rg d=98.5 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.027 Bearings AE&W are a igid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.577 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0y4(0) Maximum Bot Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 Y-W 430 -54 Lumber Additional Notes Top chord 2x6 DF-L#2 See DWGS A20030ENC160118&GBLLETIN0118 for Maximum Gable Forces Per Ply(Ibs) Bot chord 2x6 DF-L#2 gable wind bracing and other requirements. Gables Tens.Comp. Gables Tens.Comp. Webs 2x4:DF-L Standard+DF-L Stud:W5,W6, AG-AD 116 -563 C-AG 105 -514 W7 2x4 DF-L#2; Bracing (a)Continuous lateral restraint equally spaced on member. Plating Notes All plates are 1.5X4 except as noted. (**)1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading 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 ie D F ROpF notched 1.5"deep X 3.5"at 48"o/c along top edge. 4..4.. gµ6l etek ''jj DO NOT OVERCUT.No knots or other lumber As r defects allowed within 12"of notches.Do not notch r, 17932 PE v SUBMITTAL REVIEW in overhang or heel panel,unless specified otherwise. te T .'NO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT CC Truss designed for unbalanced snow loads. 0 MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM Wind ! CHEMED IS ONLY FOR SERERAL CONFORMANCE WITH THE DESIGN CWICEPT LIIE PROJECT AND GENERAL COMPHANCE WHH THE WFORMAHOIL,../ally Wind loads based on MWFRS with additional C&C /�{� / CONTRACT DDDOMENTS..N ACTION MTDWN Mow.IS SUMO.To RE- YREGON IS QINREMENTS OF THE PLANS ANO SPECNICATNHIS.COXTRACTOR 6 M member design. F/0- 1 STOLE Foil DIMENSIONS WHICH SHALL RE FABRICATED AND CORRETATE7 AT T THUMB SHE,FABRICATION PROCESSES AND TECHNHTUES OF CONSTRUCTION: End verticals exposed to wind pressure.Deflection • -Mr 2.1. 5I} COORDWADOP OF THEM WORN WON THAT OF ALL OTHER TRADES,AND THE . t SATISFACTORY PERFORMANCE OF THEIR WORK. meets IJ240. `� Wind loading based on both gable and hip roof types. BY +E DATE 4.5.2024 I EXPIRATION DATE:12)31f2025 04/01/2024 • "WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc iMPOtTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require a me care in fabricating,handling,she ping,installing and bracing. Re to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI end SBCA)ter safety practices pprior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted oo herwise,top chord shall have property attached structural sheathing.and bottom Choid shall have a properly attached rigid ceiling.Locations shown for p permanent lateral restraint o webs shall have continuous!Mere!restraint(CLR) Ir ailed with /111614 diagonal bracing ins-tailed on the CLR per'BCSI sections B3,B7,gr B10,as applicable. Apply plates to each face of buss(CLR), position as shown above and_on the Joint Details, unless noted otherwise. efer to drawings 160A- for standard plate positions_Refer to job's General ALPINE Notes page for adf�itional 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 iinlsd conformance to wANSI/TPI s a I/TP1 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover paste listing drawing, acceptance of professional errtug1meenng responsibility solelyior the design shown.The suitability and use of thia 155 Harlem Ave drawing for any structure is the responsibility of the Building-Uesigrter per ANSI/TPI 1 Sec.2. North Building,4th Floor • For more information see these web sites:Alpine:alpineilw.com;TPI:tpinstorg;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:471572 MONO Ply: 1 Job Number: 1223001 Cast:R 7175 JRef:1XYK71750005 T76 FROM:MG Qty: 8 Dartmouth DrwNo: 092.24.1003.38967 Truss Label: CK / CA 04/01/2024 h 61.4 I 10'0'12 I 150.12 I 20'2'8 I 5.1.4 611•8 5' 51.12 12X4 F ;'t\ a4X5W7��I T 1 I - I Xta :5%] Tg4X5 �3X]G - A 1er10 i 911.14 j I 10'0.12 I 10'1.12 I 10.0.12 202.8 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:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.015 B 999 360 Loc R+ /R- /Rh /Rw /U I RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.020 B 999 240 J 1179 /-506 /- /324 /351 /215 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.007 G - - I 2761 /-919 /- /929 /716 /- EXP:B Kzt:NA Des Ld: 73.00 HORZ(TL): 0.010 G - - G 882 /-203 /- /359 /193 /- Mean Height:54.11 ft NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.528 J Brg Wid=2.6 Min Req=1.5(Truss) Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.538 I Brg Wid=7.2 Min Req=2.9(Truss) Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.719 G inBrg Wid=2.6 Min Req=1.5(Truss) Loc.from endwall:Any FT/RT:2(0)/4(0) Bearings J,I,&G are a rigid su less. 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:23.01.02.0731.17 Chords Tens.Comp. Chords Tens.Comp. Lumber C-D 399 -218 D-E 382 -183 Top chord 2x6 DF-L#2 Bot chord 2x6 DF-L#2 Maximum Bot Chord Forces Per PI Webs 2x4:DF-L Standard+DF-L Stud:W5,W6, y(Ibs) W7 2x4 DF-L#2; Chords Tens.Comp. Bracing J-I 677 -342 (a)Continuous lateral restraint equally spaced on member, Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens.Comp. Special Loads A-J 335 -582 D-I 478 -1033 ----(Lumber Dur.Fac.=1.60/Plate Dur.Fac.=1.60) J-B 402 -841 I-E 459 -984 TC:From 59 plf at 0.00 to 59 plf at 20.21 B-I 505-1074 E-G 294 -637 BC:From 20 plf at 0.00 to 20 plf at 20.21 TC: 645 lb Conc.Load at 1.14,5.14,9.14,13.14 17.14 Loading Truss designed for unbalanced snow loads. RgU P Rape, Wind �.�{c kpGt NEE7f �L¢i Wind loads based on MWFRS with additional C&C ,, 17932 PE 0 member design. to F SUBMITTAL REVIEW End verticals exposed to wind pressure.Deflection .. INO EXCEPTIONS TAKEN ❑ REVISE AND RESUBMIT meets U240. 0 MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM Wind loading based on both gable and hip roof types. f CHEMIN°ISMY FOR GnERAL CONFORMANCE„H NE DESIGN CONCEPT Additional Notes //yy Of THE PROTECT AND GENERAL COMPLIANCE WITH THE INFDRMATON IN/ME y�`, DOCUMENTS.ARE ACTION SHOWN ABOVE IS SUBJECT TO TIN RE. VREGON OUIREMENTS Of THE PLANS AND SPECIFICATION.CONTRACTOR IS RES ION N1 T SIMLE FOR:DIMENSIONS WHICH SHALL RE FABRICATED AND CORRELATE,AT Negative reaction(s)of-919#MAX.from a non-wind a •41Y ter 1+NN �Nr THE JOB SITE:FABRICATOR PROCESSES HAD...MOUES OT ES OF CONSTRUCTIATC load case requires uplift connection.See Maximum p t COHRDMARDN OF TTIEHT WORN WITH THAT OF ALL OTHER TRADES;AND THE Reactions. £ �` SIITISfACTORY PERFORMANCE OF THEIR WDIIX. I EXPIRATION DATE:12/31/7025 f BY 4w.-JA,..1{ DATE 4 . 124 04/01/2024 "WARNING"' READ 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 a eme 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)Mr 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 shell have a properly attached n id ceiling.Locations shown for'oermanent lateral restraint of webs shall have continuous I"ateral restraint(CLR),installed with diagonal bracing installed on the CLR per BCSI sections B3,B7,or B10,as applicable.Apply plates to each race of truss and position as shown aboveand the Joint Details, unless noted otherwise. Refer to drawings 160A- for standard plate positions.Refer to job's General ALPINE. Notes page or 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,nN<aR AN truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracingq of trusses. A seal on this drawingor cover page 155 Harlem Ave listing this drawing,indicates acceptance of professional enn n eicLineeng responsibility solely-torthe design shown.The suitabilit a and use of this drawing for any structure is the responsibility of the BuildingUesigner per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Glenview,IL 60025 SEQN:484099 COMN Ply: 1 Job Number: 1223001 Cust R7175 JRef:1XYK71750005 T59 FROM:MG Qty: 17 Dartmouth DrwNo: 092.24.1003.42393 Truss Label: D / CA 04/01/2024 TOTS M I 1649 'tYr13 21'1jj•t2 TOM 1 OM 1 _TXT T1 - E3 �r�F - 3x5 iSKSD 6 p 1�� i3K e � 11 a) i6A%3 Ji _ _ 11 - L J H �G IMP 114l(12 MUG MAPS I3Rr r 21'11.12 A I TOM I TYPO TOM TOM14YY8 I 21713 �10.}I 5 2 11Y2 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:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:212 Ce:1.1 VERT(LL): 0.072 J 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.113 J 999 240 L 1885 /- /- /860 /136 /220 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.016 B - - G 1984 /- /- /891 /144 /- Des Ld: 73.00 EXP:B Kzt:NA R)HORZ L: 0.025 B - - Wind reactions based on MWFRS Mean Height:54.28 ft NCBCLL:0.00 TCDL:6.0 psi Building Code: Creep Factor:2.0 L Brg Wid=3.5 Min Req=2.0(Truss) Soffit: 2.00 BCDL 4.2 psf IBC 2018 Max TC CSI: 0.689 G Brg Wid=2.6 Min Req=2.1(Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.541 Bearings L&G are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.999 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(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:23.02.04.0123.13 A-B 195-2387 C-D 195 -1529 Lumber B-C 193-1825 D-E 141 -386 Top chord 2x6 DF-L#2 Sot chord 2x6 DF-L#2 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 DF-L#2 W1,W2,W3, Chords Tens.Comp. Chords Tens. Comp. W5 2x4 DF-L Standard+DF-L Stud; L-K 96 -460 J-I 1584 -283 Bracing K-J 2188 -424 I-H 1584 -283 (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 162-1763 D-H 240 -1969 TO:From 101 plf at 0.00 to 101 plf at 5.67 A K 2262 -191 E-H 168 -641 TC:From 59 plf at 5.67 to 59 plf at 14.88 K-B 211 -440 H-F 1965 -234 TC:From 86 plf at 14.88 to 86 plf at 17.00 B-J 169 -737 F-G 179 -1776 TC:From 128 plf at 17.00 to 128 plf at 21.07 J-D 767 -54 TC:From 72 plf at 21.07 to 72 plf at 21.98 BC:From 40 plf at 0.00 to 40 plf at 21.98 TC: 276 lb Conc.Load at 5.67,10.08,12.58,17.00 0,0 PROpe Wind {ti Lee INEso'? SA Wind loads based on MWFRS with additional C&C •,q 17932 PE O U member design. (iiI SUBMITTAL REVIEW End verticals exposed to wind pressure.Deflection IxoEXCEPTIONS TAKEN ❑ REVISE AND RESUBMIT meets U240. Wind loading based on both gable and hip roof types. f ❑ MAKE CORRECTIONS NOTED ❑ SUBMIT SPECIFIED REM more.s ONLY FOR GENERAL CONFORMANCE WRH THE DESIGN CONLEPT OF THE PROTECT MD GENERAL COMPIIAMCE W.THE INFORMARON M THE. O E,GO N CONTRACT DOCUMENTS,ANY ACTION SHOWN ABOVE,IS RACT TO IMt RE. OONTEMENTS OF IRE PLANS AND SPECIFI .. AN 000Is REseOn- !, STOLE FOR DIMENSIONS WNNOI SMALL BE FABRICATED AND CORREIATEJ AT sari,16% 1, THE NIB SITE;FABRICATION PROCESSES AND TECHNIQUES OF CONSIROCION: lk COOROMATWN OF THEIR WORN WITH DIRT OF ALL OTHER TRADES:AND THE SATISFACTORY PERFORMANCE OF THEIR WORK EXPIRATION DATE:12J31/2025 I BY ( DATE 4. I 4 04/01/2024 "WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,he IMPO TANTNR FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require a me care in fabricating,handling,shipping,instal ing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius Co 97113 Component S fety Information,by TPI and SBCA)for safety practices nor to performing these functions. Installers shall provide temporary (5031357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have prone attached attached structural sheathingand bottom chordshall have a properly attached rigid ceiling.Locations shown for pe permanent lateral restraint of webs shall have continuous lateral restraint( LR),i lled with diagonal bracing installed on the CLR per SCSI sections B3,B7,or B10 as applicable. Aqp�p�I shown above and on the Joint Details, unless noted otherwise. Refer to drawings160A-Zfoyrstaandarrd o h d ofns.Refer ed o job's e Notes page for additional information. platePosit ons. to job's General ALPINE Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawin a failure to build the truss in conformance with ANSITPI 1, or for handling, shipping,_installation,and bracing of trusses. A seal on this iir cawing or cover page listing this drawing indicates acceptance of professional engmeenng responsibility solely for the design shown.The suitability and use of this 155 Harlem Ave drawing for any sfr'ucture is the responsibility of the Building-Designer per ANSI/TP!1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Glenview,IL 60025 SEQN:484101 GABL Ply: 2 Job Number: 1223001 Cunt:R7175 JRef:1XYK71750005 713 ' FROM:MG City: 1 Dartmouth DrwNo: 092.24.1003.52760 Page 1 of 2 Truss Label: DDS / CA 04/01/2024 I 5 S 2 Complete Trusses Required 1 TDB I 14n"0 ! 2,YY1S I;'111'10 TWATn•a MT 2;1 h EV-I DYE) PA ADO SXE O 7 r ,D Ei � � , I1 iI , ATOM w9X5 �Xs .�J I Tina I ro+ I Ma , o•j1s TVAWEBan•,a :XX Loading Criteria(psf) 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:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:212 Ce:1.1 VERT(LL): 0.013 L 999 360 Loc R+ 1 R- /Rh /Rw I U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.014 L 999 240 AI. 176 I- I- 1235 /77 /10 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.059 Q - - Al /-3044 EXP:B Kzt:NA Des Ld: 73.00 HORZ(TL): 0.064 Q - - AP /-1442 NCBCLL:0.00 Mean Height:54.28 ft Building Code: Creep Factor:2.0 AD /-378 TCDL:6.0 psfY /-357 Soffit: 2.00 IBC 2018 Max TC CSI: 0.348 BCDL:4.2 psf T /2128 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.182 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.932 S n68 Loc.from endwall:Any FT/RT:2(0)/4(0) Wind reactions based on MWFRS Al Brg Wid=263 Min Req=- GCpi:0.18 Plate Type(s): Bearing Al is a rigid surface. Wind Duration:1.60 WAVE VIEW Ver:23.02.04.0123.13 Members not listed have forces less than 375# Lumber Loading Maximum Top Chord Forces Per Ply(Ibs) Top chord 2x6 DF-L#2 Truss transfers a maximum horizontal load of Chords Tens.Comp. Chords Tens.Comp. Bot chord 2x6 DF-L#2 11206#( 510.00 plf)along top chord,from either A-F 2507-2565 K-L 926 -928 Webs 2x4:DF-L Standard+DF-L Stud:W2,W4,W6, direction,to supports where indicated.Diaphragm and F-K 2590-2631 L-Q 2029 -2049 W 7,W 8,W9 2x4 DF-L#2; connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Nallnote Case 1: 11206 510.00 TC 0.00 21.98 Maximum Bot Chord Forces Per Ply(Ibs) Nail Schedule:0.120"x3",min.nails 11206 509.86 BC 0.00 21.98 Chords Tens.Comp. Chords Tens.Comp. Top Chord:1 Row @ 5.50"o.c. Truss designed to support 0-0-0 top chord outlookers AI-AE 1746-1746 Z-X 820 -804 Bet Chord:1 Row @ 6.00"o.c. and cladding load not to exceed 3.00 PSF one face AE-Z 1073-1046 X-T 1024 -1008 Webs :1 Row @ 4"o.c. and 24.0"span opposite face.Top chord must not be Use equal spacing between rows and stagger nails cut or notched,unless specified otherwise. in each row to avoid splitting. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens.Camp. Special Loads ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) A-Al 1519-1589 F-Z 2262 -2267 TC:From 101 plf at 0.00 to 101 plf at 5.67 A-AE 2554-2528 Z-L 1290 -1386 TC:From 59 plf at 5.67 to 59 Of at 14.88 AE-F 1488-1617 L-T 1738 -1758 TC:From 86 plf at 14.88 to 86 plf at 17.00 TC:From 128 plf at 17.00 to 128 plf at 21.07 TC:From 72 plf at 21.07 to 72 plf at 21.98 ,¢F,4 PROFF BC:From 40 plf at 0.00 to 40 plf at 21.98 �*- EaS I tit at.,,, TC: 276 lb Conc.Load at 5.67,10.08,12.58,17.00 g d SUBMITTAL REVIEW V t T93?PE y Plating Notes a 7 IMO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT All plates are 1.5X4 except as noted. / 0 MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM WindF7 (,� ra,ECXq,G a onrr F011 cENmAE caJFogw.NCE gnrx THE DESJCN noNEEnT (J OF REP OIFCT NOE 0050 COMPIJ.NCE W 0 T E IDE DESI p N MET wInEEoEli Ci s OF TOgrS.ANY ACTN)N SNO0N ABOVE 6 SUBJECT TOl�RF Wind loads based on MWFRS with additional C&C TOO 50 EMs of ME wuu AND S00 RO ONs.00 Dr om u gE90N. member design. 41 tE{3O N S%E FOR:DIMENSIONS YmNCM SMELL 8E FABRICATED AND CORRELATE)AT THE NB SmE:"'MOB PROCESSES ANO TECMNNT ES OF AD STXIICTIO E End verticals exposed to wind pressure.Deflection .4AT ' COOROMAORY Of THE q V OqN MIRK T MT OF ALL OTHER TRADES;AND NF meets L/240. , SATISFACTORY PKREORMANCE OF THEIR WORE. Ati Wind loading based on both gable and hip roof types. BY 'Luw-�a+ur( DATE 4 . • 4 EXPIRATION DATE:12/3112025 1 04/01/2024 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components ofOregon,Inc. IMPORTANTA'F FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Boo 466 Trusses require ewerne care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Camefiun OR 97113 Component S fety Information,by TPI and SBCA)for safety practices or to performing these functions. Installers shall provide temporary (503)357.2118 bracin r SCSI.Unless noted dthervuise,top chord shall have°roperprynattached structural sheathing and bottomchord shall have a properly attached ceiling.Locations shown foroermanent lateral restraint of webs shall have continuous Faterai restrainttry(CLR),in talled with diagonal bracing installed on the CLR per BCSI sections B3,B7,or B10,as applicable..Apply plates to each face of truss and position as shown above and 0n the.(pint Details, unless rioted otherwise. Refer to drawings 160A-Z•for standard plate positions.Refer to job's General ALPINE Notes page for addtional Information. Alpine,a division of ITW BuildiogComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSUTRI 1, or for handling, shipping,•installation and bracing of trusses. A seal on this drawl or coverpage listing this drawing indicates acceptance of professional en4rneenng responsibility solely for the design shown.The suitability and use this 155 Harlem Ave drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:is safe.orq;AWC:awc.orq Glenview,IL 60025 SEQN:484101 GABL Ply: 2 Job Number: 1223001 Cust R7175 JReI:1XYK71750005 T13 FROM:MG Qty: 1 Dartmouth DrANo: 09224.1003.52760 Page 2 of 2 Truss Label: DDS / CA 04/01/2024 Additional Notes Uplift connections required.See uplifts in R-and U columns of Maximum Reactions table. See DWGS A20030ENC160118&GBLLETIN0118 for gable wind bracing and other requirements. ,i,y4 PROp �4.7 €101 NE0, 1P,, ca iT933 PE °1- SUBMITTAL REVIEW far CC Y IND RCEPMPONSTAKER 0 REVISE AND RESUBMIT ❑ MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM 1 , CHEERING IS ONLY FOR GERERAL CONFORMANCE WITH THE DESIGN CDNGEFT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION IN THE CONTRACT DOCUMENTS.ANY ACTION SHOWN ABOVE W SUBJECT TO THE RE { EGO N .2 PUIREMENTs OF THE PLANS AND SPECIFICATIONS.CONTRACTOR IS ATEARESPON- SIBLEi- THEJ FOR:INMENSIONI WINCH SHALL BE FABRICATED AND COMMUTES AT THE NM SITE FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION: F41-- ' r 2S,1'1� COORDINATION OF THEM WORN WITH THAT OF ALL OTHER TRAM:AND THE L S SATISFACTORY PERFORMANCE OF THEIR WARD. i EXPIRATION DATE:12/3112025 1 BY T "t4iE"L' DATE 4.5.2024 04/01/2024 **WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Bar 468 Trusses require extreme care in fabricating handlingQ,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 nor to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have mpr attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for' ermanent lateral restraint of webs shall have continuous lateral restraint(CLR),installed with .4116 diagonal bacing installed on the CLR per SCSI 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 drawings160A-Zfor standardplate ALPINE otes page for additional information. positions.Refer to job's General Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSITTPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawingor cover page listing this drawing indicates acceptance of professional errtmgqt�neenng responsibility solely-for the design shown.The suitabilit and use bf this 155 Harlem Ave drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Glenview,IL 60025 SEQN:471576 GABL Ply: 1 Job Number: 1223001 Cust:R 7175 JRef:1XYK71750005 T60 ' FROM:MG Qty: 2 Dartmouth DrwNo: 09224.1003.56670 Truss Label: DGE / CA 04/01/2024 I MIN ITC, DID, 11 .ma I TO, I TON 1211,1 2 I-n,i 700) 12--A WITS NUS • �3%5 WXS a p 1A �I 13%5 ' I 9 • F I T ��1� . . I ; \ �, ry I : MIN.._ 1�_11. a' 'rfifiBlii� AGB TA wIBS NUM .au .Jzimca A xrn•+z A I TOM I MN maTma ,am9 I MD, H=,z Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefIICSI Criteria A Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in hoc Udefl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.005 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.012 D 999 240 AJ*226 /_ /- /111 /9 /17 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.002 R - - X* 244 I- /- /111 /20 /- EXP:B Kzt:NA Des Ld: 73.00 HORZ(TL): 0.003 R - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height 54.28 ft TCDL:6.0 ps1 Building Code: Creep Factor:2.0 AJ Brg Wid=192 Min Req=-X B W id=71.7 Min Re Soffit: 2.00 BCDL:4.2 psi IBC 2018 Max TC CSI: 0.106 q=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.025 Bearings AJ&X are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.534 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT2(0)/4(0) Maximum Bot Chord Forces Per Ply(lbs) GCpi:0.18 Plate T Chords Tens.Comp. Ype(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 AA-X 393 -58 Lumber Top chord 2x6 DF-L#2 Maximum Web Forces Per Ply(lbs) Bot chord 2x6 DF-L#2 Webs Tens.Comp. Webs 2x4:DF-L Standard+DF-L Stud:W4,W6,W7, AF-F 26 -435 W 8,W 9,M24 2x4 DF-L#2; Bracing Maximum Gable Forces Per Ply(lbs) (a)Continuous lateral restraint equally spaced on Gables Tens.Comp. Gables Tens.Comp. member. C-AN 83 -427 AB-AX 71 -409 Plating Notes AG-AN 100 -519 All plates are 1.5X4 except as noted. Loading 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 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.Donotch ,00 D �'in overhang or heel panel,unless specified otherwise. SVt ',new asfig Truss designed for unbalanced snow loads. 17932 PE op SUBMITTAL REVIEW to Wind 'a if NO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT Wind loads based on MWFRS with additional C&C 0 MARE CORRECTIONS NOTED 0 SUBMIT SPECIFIED REM member design. CHEC«IHC IS ONLY FOR GENERAL CONFORMANCE WITH THE DEMON COWIN o xfTTROD U NISID S.GANRA MPTION SMONCwEx WABOOoE EHs SSERM U0IECATD TNO T HD r D REE.End verticals exposed to wind pressure.Deflection meets U240. 0, aREaarr 4 RESION DE THE MANS AND CONTRACTOR SIMI EN N R LATED AT Wind loading based on both gable and hip roof types. p4.7 ri 5.10 Co THE JOB SITE:FABRICATION PROCESSESAND TECHNIQUES NES OF CONSTRUCTION C L� COORDINATIO DOS OF THEIR PERFORMANCE OE WOO THAT Of T RN.All OTHER TRADES:AND THE Additional Notes 0. See DWGS A20030ENC160118&GBLLETIN0118 for ( EXPIRATION DATE 12/31/2025 I BY Lt44Ac-- .E.I{ DATE 4 .2I_4 gable wind bracing and other requirements. U4/01/2024 ` **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon Inc IMPOttTANT"N' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require exVeme care in fabricating,handling,shipping,instal ing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component S fety Information,b WI and SBCA)for safety practices or to performing these functions. Installers shall provide temporary (503)357-2116 bracing BCSI.Unless noted Otherwise,top chord shall have ����"attached structural sheathing and bottom chord shell have a propeny attached ceiling.Locations shown for.permanent lateral restrain't of webs shall have continuous lateral restraint(CLR),installed with .4411 diagonal bracing installed on the CLR per SCSI sections B3,B7,or B10,as applicable. Apply plates to eac of truss and position as shown aboveand the Joint Details, unless noted otherwise. Refer to drawings 160A-Tfor standard plate positions.Refer to job's General ALPINE otes page for adc�itiional information. Alpine,arodivision of ITW Buildin Components Group Inc,shall not be responsible for any deviation from this drawing,any failure to build the Balls in c nformance with ANSI/TPI 1' or for handling, shipping,,installation,and bracing of trusses. A seal on this drawin or cover page 9 drawing, acceptance of professional engineering responsibili solely-tor the design shown.The suitabili and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building resigner per ANSIftP11 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:484103 COMN Ply: 1 Job Number. 1223001 Cust:R 7175 JRet:90'K71750005 175 FROM:MG Qty: 8 Dartmouth DrwNo: 092.24.1004.05853 Truss Label: DK / CA 04/01/2024 ! Rd I tdYYB 2ro'13 '1� 1z To, ra'd I PO, ! . ,f E eqii; Svcs 9 p p, 09x0 B \IWO10 A raillioiliol ,... ... 1 ' '') rH0Y12 \Sx8 MOSS MOW H'WV 1 21'11.12 I ! Do, I PO, I I TOb IMPS PTO, ZI'i'12 Loading Criteria(pal) Wind Criteria Snow Criteria (Pg,P1 in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.117 B 999 360 Lac R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.151 B 999 240 L 2790 /--1053 /- /860 /774 /220 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.025 H - - G 2817 /-1080 /- /891 /788 /- Des Ld: 73.00 EXP.B Kzt'NA HORZ(TL): 0.033 H - - Wind reactions based on MWFRS Mean Height:54.28 ft NCBCLL:0.00 Building Code: Creep Factor:2.0 L Brg Wid=3.5 Min Req=3.0(Truss) Soffit: 2.00 TCDL:6.0 psf IBC 2018 Max TC CSI: 0.765 G Brg Wid=2.6 Min Req=2.5(Truss) BCDL:4.2 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: 0.541 RepFac:No Max Web CSI: 0.999 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT 2(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens_Comp_ GCpi:0.18 Plate Type(s): Wind Duration:1.60 HS,WAVE VIEW Ver:23.02.04.0123.13 A-B 1189-3311 C-D 591 -1918 Lumber B-C 868-2448 D-E 166 -487 Top chord 2x6 DF-L#2 Maximum Bot Chord Forces Per PlyIbs Bot chord 2x6 DF-L#2 ( ) Webs 2x4 DF-L#2 W1,W2,W3, Chords Tens.Comp. Chords Tens.Comp. W5 2x4 DF-L Standard+DF-L Stud; L-K 96 -460 J-I 2059 -708 Bracing K-J 2944-1019 I-H 2059 -708 (memberinuous lateral restraint equally spaced on Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens.Comp. Special Loads A-L 1102-2718 D-H 878 -2561 ----(Lumber Dur.Fac.=1.60 I Plate Dur.Fac.=1.60) A-K 3026-1035 E-H 598 -1077 TC:From 59 plf at 0.00 to 59 plf at 21.98 K-B 498 -849 H-F 2541 -889 BC:From 20 plf at 0.00 to 20 plf at 21.98 TC: 645 lb Conc.Load at 1.07,5.07,9.07,13.07 B-J 373-1043 F-G 855 -2431 17.07,21.07 J-D 826 -146 Wind Wind loads based on MWFRS with additional C&C member design. 4�� b G N c�$ End verticals exposed to wind pressure.Deflection g 1 meets U240. y; 17932 PE 0 Wind loading based on both gable and hip roof types. v SUBMITTAL REVIEW NO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT Additional Notes / ❑ MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM Negative reaction(s)of-1080#MAX.from a non-wind CHECKING a ONLY FOR GENERAL CONFORMANCE WRN THE DEM.H CONCEPT load case requires uplift connection.See Maximum of NE PwOEC AND GE EARL COMP ONCE WITH OE IU00 MARON W HE Reactions. CONTRACT DOUMENTS.AXY AC11Dw SHOWN ABOVE.IS SUBJECT TO RNE RE. O�tEC\QN d DWRE0TOTS OF THE PLANS AND SPECIFICATIONS.CONTRACTOR IS wESFO1- o. 4ttY " t 4 THE JOB. SIDLE SITE FABRICATION PROCESSES AND TOOIIMOUESNOF CORRELATES AT 15, { CDOROMATION of THEIR WORN WITH THAT OF ALL OLDER TRADES:AND THE Is,'~ SATISFACTORY PERFORMANCE OF THEIR WOO. I EXPIRATION DATE:12131/2025 I BY .A:d Aw,Ak DATE 4._.2I 4 04/0 1/2024 "WARNING'"' READ 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 etareme 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 nor to performing these functions. Installers shall provide terhporary (503)357-2118 bracing per BI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny attached rigid ceiling.Locations shown forpermanent lateral restraint of webs shall have continuous lateral restraint(CLR),installed with diagonal bracing ins-tailed on the CLR per SCSI sections B3,B7,or B10,as applicable. Apply plates to each face of and position as /11116 shown aboveand n the.)pint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.Refer to job's General ALPINE. Notes page or additional information. Alpine,a division of ITW BuildinctComponents Group Inc.she)!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 drawl or cover page ANmYEGA PAN listing this drawing indicates acceptance of professional enrrcoj�peonng responsibility solely for the design shown.The suitability and use of tills 155 Harlem Ave drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:484140 COMN Ply: 1 Job Number. 1223001 Gust R7175 lItel 1XYK71750005 T12 ' FROM:MG Qty: 17 Dartmouth DrwNa: 092.24.1004.10060 Truss Label: E / CA 04/01/2024 I 90'4 I 18'019 27.0'11 F 311r 9U'4 974 9'0'4 4'1P1512 75X7ra1) /EE►� _ /4X5 F As3X5 0 4 12 /4X5 v 'Nski,„\ ;3X5 T, 11 61 (B) g^4X8 W6 T ..411111111111111111111111111111111111111 _ 1 1MM - - _ L K J 1 H AG 13X7 9r5X7 9T4X5 4.3X5 '48X8 I3X7 1 31'11-12 974 70'd 9'0'4 41015 9'0'4 18'0'9 ( 27.0'13 I 31'11112 I Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in Loc Udefl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.087 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.187 B 999 240 L 2383 I- /- /1259 /82 /246 BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.021 H - - G 2533 /- /- /1285 /138 I- EXP:B Kzt:NA Des Ld: 73.00 Mean Hei ht:55.28 ft HORZ(TL) 0.046 H - - Wind reactions based on MWFRS NCBCLL:0.00 9Building Code: Creep Factor:2.0 L Brg W id=3.5 Min Req=2.5(Truss) TCDL:6.0 psf G Brg Wid=3.5 Min Req=2.7(Truss) Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.738 p TPI Std: 2014 Max BC CSI: Bearings L&G are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 0.686 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.20 ft Rep Fac:No Max Web CSI: 0.945 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT2(0)/4(0) Chords Tens.Comp. Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.02.04.0123.13 A-B 275-3388 D-E 226 -1149 Lumber B-C 277-2670 E-F 232 -1074 C-D 286-2438 Top chord 2x6 DF-L#2 T1 2x6 DF-L SS; Bot chord 2x6 DF-L#2 Webs 2x4 DF-L#2 W 1,W3 2x4 DF-L Standard+ Maximum Bot Chord Forces Per Ply(Ibs) DF-L Stud;W6 2x4 DF-L 2400f-2.OE; Chords Tens.Comp. Chords Tens.Comp. Bracing L-K 148 -485 J-I 3109 -540 K-J 3109 -540 I-H 2361 -392 (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 209-2232 I-D 815 -35 TC:From 101 plf at 0.00 to 101 pit at 31.98 A-K 3157 -233 D-H 244 -1948 BC:From 40 plf at 0.00 to 40 plf at 31.98 K-B 144 -410 H-F 2069 -258 TC: 276 lb Conc.Load at 31.50 B-I 173 -849 F-G 268 -2472 Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection st0 P R Ope meets U240. 1*. ENoi N{p Os, Wind loading based on both gable and hip roof types. �4j 17932 PE 'a SUBMITTAL REVIEW t 7 1 N0 O EXCEPTIONSTAIEN RBI-SEAM RESUBMIT ` 1 ❑ MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM COECMNG ISONLY FOR GENERAL COMFORT...WITH THE DESIGN CONCEPT lfjj OF TOE PROJECT AND GENERAL COMPHANCE WITH THE INFORMATOH W TOE- CONIRACT DOCUMENTS.ANY ACORN OCWN AROSE 6 SUBJECT TO THE RE- t?TiEGON QUIREMENTS OF TOE PLANS CHU SAECIFN:FABRIS.CONTRACTOR IS RESMN- ORE i011:DIF000IC FABRICATION WHICH SNAIL 8E FABRICATED AND UONSTRCORRELATES AT 1NERDI SITE:FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCION: ,qEY ,59�ti. COORDINATION OF THEIR WORN WRN THAT OF ALL OTHER TRADES AND TOE SATISFACTORY PERFORMANCE OF THEIR WORN. BY 4►:L- 4L{ DATE 4.55.2024 EXPIRATION DATE 12l3112025 I ` 04/01/2024 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. 9�MfyTPORTANT. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricatingg 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 safely practices rior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per SCSI.Unless noted otherwise,top chord shall have ope attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown forpermanent lateral restraint webs shall have continuous lateral restraint(CLR),installed with diagonal bracing installed on the CLR per BCSI sections B3,B7,or B10,as applicable. Apply plates to each face_of truss and position as Nown abov andOn the Joint Details, unless noted otherwise- Refer to drawings 160A-Zfor standard plate positions.Refer to job's General A LPI N E otes 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 ANHWQWPANY truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawing indicates acceptance of professional en ineenng responsibilitysy-for the design shown.The suitability and use of this Building,4th Floor 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.con;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:484142 GABL Ply: 2 Job Number: 1223001 Cust:R7175 JRNrf:1XYK71750005 T43 FROM:MG Qty: 1 Dartmouth DrwNo: 092.24.1004.26433 Page 1 of 2 Truss Label: EDS / CA 04/01/2024 I - $ 2 Complete Trusses Required ( Rom I 130'9 AC19 31'11.12 9'0'< 9'0'A I ROM I 6Y0'19 I F-=zi _ WV B9xS e2.1 s+u sAxs° � pi ir14111111111111111111 wBT ,�If11I1I. "�� ;�L11�1�, _ I I___ ' II 1P .2, - : AL=A*MBA.I , �,x12 V9x10 I 3111.12 I I. Oire 9YY Bra I BOv Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria AL Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in roc Udefl Uri Gravity Non-Gravity TC❑L: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.018 N 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT CL: 0-02 BCDL: 10.00 Risk Category:II ( ) 0 N 999 240 AW'150 /- /- /197 /39 /8 EXP:B Kzt:NA Snow Duration:1.15 HORZ(LL): -0.098 W - - AW /-3446 Des Ld: 73.00 Mean Height:55.28 ft HORZ(iL): 0.105 W - - BE /-2248 NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 AR /-352 Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.483 AL 1-400 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.237 AK /-524 Spacing:24.0" C&C Dist a:3.20 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.997 AJ /-848 Loc.from endwall:Any FT/RT2(0)/4(0) AD /-1247 GCpi:0.18 Plate Type(s): AA /-569 Wind Duration:1.60 Z /-2784 WAVE VIEW Ver.23.02.04.0123.13 Wind reactions based on MWFRS Lumber Loading AW Brg Wid=383 Min Req=- Top chord 2x6 DF-L#2 Truss transfers a maximum horizontal load of Bearing AW is a rigid surface. Bot chord 2x6 DF-L#2 16306#( 510.00 plf)along top chord,from either Members not listed have forces less than 375# Webs 2x4:DF-L Standard+DF-L Stud:W2,W4,W5, direction,to supports where indicated.Diaphragm and Maximum Top Chord Forces Per Ply(Ibs) W7,W8,W9,M20,M29,M31,M33,M36 2x4 DF-L#2; connections are to be designed by Engineer of Record. Chords Tens.Comp. Chords Tens. Comp. W6 2x4 DF-L#1&Bet.; Drag Loads:Force(#) (PLF) Mbr Start End Bracing Case 1: 16306 510.00 TC 0.00 31.98 A-G 3150-3202 N-O 2872 -2882 16306 509.90 BC 0.00 31.98 G-L 3307-3341 O-U 2737 -2747 (a)Continuous lateral restraint equally spaced on Truss designed to support 0-0-0 top chord outlookers L-N 1530-1529 U-Y 689 _692 member, and cladding load not to exceed 3.00 PSF one face Nalinote and 24.0"span opposite face.Top chord must not be Maximum Bot Chord Forces Per Ply(Ibs) Aar.,.F12 tr+Lou' (mimeo Chords Tens.Comp. Chords Tens.Comp. Nail Schedule:0.120"x3",min.nails SUBMITTAL REVIEW Top Chord:1 Row @ 5.50"o.c. NOEXCEPnONSiAKEN 0 REVISE AW-AS 2254-2253 AK-AJ 984 -982 Bot Chord:1 Row @ 6.00'o.c. AS-AP 841 -817 AJ-AD 1356 -1353 Webs :1 Row @ 4"O.c. 0 MAKECORRECTIONS NOTED ❑ SUBMIT SPECIFIED ITEM AP-AK 1478-1454 AD-Z 1252 -1252 Use equal spacing between rows and stagger nails CHECMIND IS ONLY FOR GENERAL CONFORMANCE WITH THE DEVON CONCEPT in each row to avoid splitting. OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION NI THE CONTRACT DOCUMENTS.ANT ACT SHOWN ABOVE,ISUB SUBJECT TO THE RE. Maximum Web Forces Per Ply(Ibs) ION Special Loads OTASEMEHTS OF THE PLANS AND SPECIFICATIONS.CONTRACTOR IS RESPON Webs Tens.Comp. Webs Tens.Comp. BIBLE FO DIMENSIONS WHICH SHALL ICATEO ANC CORRELATED AT THE JOB SATE;FABRICATION P S OF CONSTRUCTION: ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) CDOROWAITOS OF THEIR ES ARO THE A-AW 1725-1814 AK-N 1737 -1816 SATISFACTORY PERFOR 4 "y A-AS 3127-3110 N-AD 2615 -26221 TC:From 101 plf at 0.00 to 101 plf at 31.9ER BC:From 40 elf at 0.00 to 40 Wet 31.96 By 99v1t , 4. � 2�0 AS-G 1799-1958 AD-Y 1581 -1596 TC: 276 lb Conc.Load at 31.50 T L L� 1 f9zEw G-AK 2853-2867 Y-Z 1396 -1411 Plating Notes e f All plates are 1.5X4 except as noted. Maximum Gable Forces Per Ply(Ibs) Gables Tens.Comp. Gables Tens.Comp. Additional Notes BO-O 381 -448 AJ-BQ 437 -503 Uplift connections required.See uplifts in R-and U F:: l3REGON columns of Maximum Reactions table. ter a WA fr. � See DWGS A20030ENC160118&GBLLETIN0118 for B A y S gable wind bracing and other requirements. 1 EXPIRATION DATE:12/31/2025 04/01/2024 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon Inc *'IMPO TANT•* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses reuire a erne care in fabricating,handling,stopping,instal ing and bracing. Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 ComponentSafety Information,by TPI and SBCA)M.,salrety practices nor to performing these functions. Installers shall provide temporary (503)357-2118 bracing BCSI.Unless noted otherwise,top chord shall have grope attached structural sheathing and bottom chord shall have a propeny attache Id ceiling.Locations shown forge rmanent lateral mstraint webs shall have continuous rateral restraint(CLR),installed with /461/4 diagonal bracing installed on the CLR per SCSI sections B3,B7,or B1 as applicable. Apply plates to eachhface of truss and position as shown aboveand on the.Joint Details, unless noted otherwse. Refer to drawings160A-L for standardplate Notes page or additional information. positions.Refer to job's General ALPINE Alpine,a'division of ITW Buikfin q,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 bracdng of trusses. A seal on this drawl or cover page "wC0""" listing this drawing,indicates acceptance of professional englneenng responsibility solely-for the design shown.The suitability and use of this Harlem Ave A drawing for any structure is the responsibility of the Building D signer per ANSI/TPI 1 Sec.2. North Budding,4th Floor For more information see these web sites:Alpine:alpineitw.corn;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Glenview,IL 60025 SEQN:484142 GABL Ply: 2 Job Number: 1223001 Gust:R7175 JRef:1XYK71750005 T43 FROM:MG Qty: 1 Dartmouth DrwNo: 092.24.1004.26433 Page 2 of 2 Truss Label: EDS / CA 04/01/2024 Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets LY240. Wind loading based on both gable and hip roof types. ROD PR@p As w 17832 PE o 1- SUBMITTAL REVIEW *Or 90EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT 0 MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM Vi ‘41/Q-.14t. CHECKING IS MRT FOR GENERAL CONFORMANCE WHO THE DESIGN CpMEPT OF THE PROJECT AND GENERAL COMPUANCE WITH THE INFORMATION IN THE- �y (�, `! CONTRACT DOCUMENTS.ANT ACTION SHOWN 180.E IS SIIRIECT TO THE RE- ( OREGO A DECREMENTS OF THE PLANS AND SPECIFMAnONS.CONTRACTOR IS RESMN- ( SIRLE FOR:DIMENSIONS WHICH SHALL RE FAORICATEO AND CORRELATE)Al 1 Y �V�+ t THE LOWSTTE;FABRICATION PROCESSES ANUTECHMQUES m CONSTRUCTION: A L ` COOROINATION OF.EIR WORK WITH SATISFACTORY PERFORMANCE OF TNRRWWOR ALL OTHER TRADES:AND THE I EXPIRATION DATE:12131'2025 I BY L4.a.- ,...1 DATE4.5.2C24 04/01/2024 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAW INGI Truss Components of OFe90n,Mc. IMPORTANT* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.BoD468 Trusses require a eme care in fab cating handling,shipping,instal ing and bracing. efer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)f safety practices poor to performing these functions. Installers shall provide temporary (503)357-2118 bran per BCSI.Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shalt have a properly attached ceiling.Locations shown forpermanent lateral restraint of webs shall have continuous lateral restraint(CLR),installed with diagonal bracing installed on the CLR per BCSI sections B3,B7,or B10,as applicable.Apply plates to each face ofbuss and position as shown aboveand the Joint Details, unless noted otherwise. Refer to drawings 160A-ZZ for standard plate positions_Refer to job's General ALPINE Notes page or 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 trues in conformance with ANSI/I-PI 1, or for handling, shipping,.installation trusses.and bracingp of sses. A seal on this drawi rigg or cover page 155 Harlem Ave listing this drawing indicates acceptance of professional enrneerng responsibility solelyTor the desi lign shown.The suitability and use of this drawing for any structure is the responsibility of the tar uildingUesigner per ANSI/TPI 1 Sec.2. North Building,4th Floor • For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview.IL 60025 SEQN:471581 GABL Ply: 1 Job Number: 1223001 Cust:R 7175 JRef:1XYK71750005 T20 ' FROM:MG Qty: 2 Dartmouth DrwNo: 092.24.1004.37663 Truss Label: EGE I CA 04/01/2024 9TY4 IRMO 27.IY13 3r11.12 1 91r4 I 9YP4 I FrOM I 4'10.15 I 1- I@al Macs w I f4%5 P 4 v 11 IX 11 rJP' 911 1,1I 11_1111I . _i �I I . 1 , _ AV AV a3Ax5 4=Mi(5 :EMS AM =yn AE �2x4B 1 3111 12 1 F 9TY4 I 90Y I 9'0.4 I 4'10,5 9V4 181r9 270'13 31'11.12 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeftCSI Criteria A Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.012 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.033 F 999 240 AY"209 /- /- /106 /7 /26 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.003 F - - AR'247 /- /- /114 /16 /- EXP.B Kzt:NA Des Ld: 73.00 Mean Height:55.28 ft HORZ(TL): 0.009 F - - Wind reactions based on MWFRS NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 AY Brg Wid=144 Min Req=- Sofft: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.219 AR Brg W id=239 Min Req=- Load Duration:1.15 TPI Std: 2014 Max BC CSI: 0.048 Bearings AY&AR are a rigid surface. MWFRS Parallel Dist:0 to h/2 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.20 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.672 Loc.from endwall:An FT/RT:2(0)/4(0) Maximum Bot Chord Forces Per Ply(Ibs) y Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 AR-AM 99 -377 Lumber Additional Notes Top chord 2x6 DF-L#2 See DWGS A20030ENC160118&GBLLETIN0118 for Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Bot chord 2x6 DF-L#2 gable wind bracing and other requirements. Webs 2x4:DF-L Standard+DF-L Stud:W2,W4,W5, AU-H 40 -543 W 7,W B,W 9,M21,M22,M31,M33,M35,M38 2x4 DF-L#2; W6 2x4 DF-L#1&Bet.; Maximum Gable Forces Per Ply(Ibs) Bracing Gables Tens.Comp. Gables Tens.Comp. (a)Continuous lateral restraint equally spaced on D-BD 108 -603 CF-AE 54 -376 member. AV-BD 139 -777 X-CF 54 -382 Plating Notes All plates are 1.5X4 except as noted. Loading 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 notched 1.5"deep X 3.5" at 48"o/c along top edge. DO NOT OVERCUT.No knots or other lumber *:fl P R OPT defects allowed within 12"of notches.Do not notch �� cool N#f 4 8� in overhang or heel panel,unless specified otherwise. °+ ` 17932 PE °It-9 SUBMITTAL REVIEW Truss designed for unbalanced snow loads. to 4t eilrNO INCEPTIONS TAKEN ❑ REVISE AND RESUBMIT Wind / 0 MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM Wind loads based on MWFRS with additional C&C COACRIM IS ONLY FOR GENERA CONFORMANCE WITH THE OFRNN COMM member design. OF TIE PROJECT AND GENERLL COMPLIANCE WRN INC INFORMATION IM hOE- QUITRACT SOFTHEPL ANY WE NP CInCN ONO.CONTRACTOR 6 RACIER THE RE- End verticals exposed to wind pressure.Deflection O tECPOM Q- VAWEFOC D of Tlx NSPLANSWH ANeHALL RE F BRIC OIS ATE,Almeets L/240. SIEGE FOR:DIMENSIONS WHICH SNAIL BE FAORICATEO AND CORRELATE)AT Wind loading based on both gable and hip roof types. &r ra,1y+ ti A, COORDIN JOH^""OF THEIR WO. TTHAT OF AL OTHER DECONSTRUCTION; S:A"*NE A. SATISFACTORY PERFORMANCE OF IRONWORK. I EXPIRATION DATE:12r3112025 I BY +►K-. «.1 DATE 4.5.2C24 t)4/01/2024 *"WARNING'. READ 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 a eme 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 WI andSBCA)for safety practices prior to performing these functions. Installers shall provide terhporary (503)357-2115 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint(CLR),installed with diagonal bracing ins fled on the CLR per BCSI sections B3,B7,or B10,as applicable. Apply plates to each face of buss and position as shown above and on the Joint Details, unless noted otherwise. Refer bp drawings 160A-Zfor standard plate positions.Refer to jobs General ALPINE' Notes page for aditional 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"ITA COWART truss in conformance with ANSI/T 11, or for handling shipping,,installation and bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawing indicates acceptance of professional ergrneenng responsibility solelyTor the design shown.The suitability and use of this drawing for any structure is the responsibility of the Budding-Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Glenview,IL 60025 SEON:484138 COMN Ply: 1 Job Number: 1223001 Cost:R 7175 JRE4:1XYK71750005 777 ' FROM:MG Qty: 8 Dartmouth DrwNo: 092.24.1004.43923 Truss Label: EK / CA 04/01/2024 I 4T I a05'v I 13527 I 1842bB I 228' ab•21 1 -I 2b241 3I 31U•1 52 'I .5X51R1) p 311l1Iw15 i E 4 2 fpx 5 E.. T dil 1R10510 s .3X110 _3X5 wi6 n3C5 _3Mx5 =4X5 _� _3 Y 31'11'12 A I 4d7,7- I 49b44 i 413'6627 I 148N2b5 I 242'65'2 i i I 24,713 I 341T4 I e 11.12 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct 1.1 CAT:11 PP Deflection in Icc L/defl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.233 N 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.304 N 999 240 R 3670 /-1142 /- /1259 /928 /246 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.066 C - - J 4018 i-1490 /- /1280 /1112 /- Des Ld: 73.00 EXP.B Kzt'NA HORZ(TL): 0.086 C - - Wind reactions based on MWFRS Mean Height:55.28 ft NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 R Brg W id=3.5 Min Req=3.3(Truss) Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.463 J Brg W id=3.5 Min Req=1.5(Support) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.530 Bearings R&J are a rigid surface. Rep Fac:No Max Web CSi: 0.960 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.20 ft Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:23.02.04.0123.13 A-B 1431 -4242 E-F 1311 -3829 Lumber B-C 1756-5116 F-G 1087 -3017 C-D 1680-4853 0-H 672 -1760 Top chord 2x6 DF-L#2 D-E 1431 -4075 H-I 645 -1728 Bot chord 2x6 DF-L#2 Webs 2x4 DF-L#2 W 1,W3,W4,W5,W6, W7 2x4 DF-L Standard+DF-L Stud;W12, Maximum Bot Chord Forces Per Ply(Ibs) W15 2x4 DF-L 2400f-2.0E; Chords Tens.Comp. Chords Tens.Comp. Bracing R-Q 149 -483 N-M 4442 -1523 Q-P 4058-1396 M-L 3655 -1254 (a)Continuous lateral restraint equally spaced on P-O 4742-1626 L-K 2620 -896 member. O-N 4742-1626 Special Loads -----(Lumber Dur.Fac.=1.60/Plate Dur.Fac.1.60) Maximum Web Forces Per Ply(Ibs) TC:From 59 plf at 0.00 to 59 pif at 31.98 Webs Tens.Comp. Webs Tens.Comp. BC:From 20 pif at 0.00 to 20 pit at 31.98 A-R 1171 -3613 D-M 491 -1416 TC: 645 lb Conc.Load at 3.07,7.07,11.07,15.07 19.07,23.07,27.07,31.07 A-Q 4428-1515 M-F 1287 -324 Q-B 807-1970 F-L 748 -2164 Wind B-P 897 -296 L-G 2016 -580 Wind loads based on MWFRS with additional C&C P-C 285 -511 G-K 972 -2840 member design. F}s4 jOP C-N 162 -456 K-1 3213 -1103 End verticals exposed to wind pressure.Deflection g1$ gMGi N�e �� N-n dA7 _72 t-I 1r27 _ meets L1240. p 17933 PE 0 SUBMITTAL REVIEW Wind loading based on both gable and hip roof types. ter T 41NO EXCEPTIONS TAKEN ❑ REVISE AND RESUBMIT cr t ❑ MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM Additional Notes 1 Negative reaction(s)of-1490#MAX.from a non-wind ��f fL ",,/7 CNECNIRO ISOWFOR GENERAL CMIFORMANCE WITH TIIF OEM.COMM THE PROJECT ANO SERER.CONMAC MPLIANCE W.ME INFORMATION IN ME load case requires uplift connection.See Maximum } / CO DOCUMENTS.*11 ACTION MOWN WN ABOVE.$SUBJECT TO IIII RE- DUIREMENTS OF THE PUNS N10 SPECIFICATIONS.CONTRACTOR IS RES.LIN- Reactions. fSEAP1�I A SH.FOR:OMENSIONS WNCN SHALL BE FABRICATED AND CORRELATE,. t VMR iT{{JJ AAwF S MEAIRSITE;FABRICFTNM PROCESSES AND TECHNIQUES OF CONSTRUCTION: -SS !• COORDWATION OF MEM WORN W.THAT OF ALL OTHER TRADES;AND ME r Ibl 1 'I ,C v SATISFACTORY PERFORMANCE OFTHflR WORE. f ' n' BY d. - 41 DATE4.5.2024 I EXPIRATION DATE:12/3112025 U4/01/2024 **WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,In. '"'IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require me care in fabricating,handling,shipping,instal mg and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component SafetyInformation,byy TPI end SBCA)far safety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted oUleiwlse,top chord shall have property attached structural sheathing and bottom chord shalt have a properly ( 21� attacd rigid ceiling.Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint(CLR),installed with diagonal bracing installed on the CLR per BCSI sections B3,B7,or B10,as applicable. Apply plates to each face of truss and position as shown above and the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.Refer to job's General ALPINE' Notes page for additional information. Alpine,a division of TIN Buildin Components GrowInc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSITT P1 1, or for handlingshipping,,installation and bracing of trusses. A seal on this drawingor cover page 155 Harlem Ave ANnW DMPAR listing this drawing indicates acceptance of professional engg�r�neenng responsibilitysolelynor the design shown.The suitabilty and use of this drawing for any structure is the responsibility of the Buildinguesigner per ANSI/TM 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineilw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEON:484146 SPEC Ply. 1 Job Number: 1223001 Cust:R7175 JRef:1XYK7l750005 T67 FROM:MG Qty: 17 Dartmouth DrwNo: 092.24.1004.47230 Truss Label: F / CA 04/01/2024 211'13 I 1A911 22278 T4.13 T4.13 I 24.13 •2I4 E s3+Es 2 4 - n ✓3X5 e • T �- • rr 6 _ /307 t•S%5 M.45 NJ& r312 1 2222 I I 24.13 I T4'13 I 24.13 T4't3 149'11 227R 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:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.055 8 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.085 B 999 240 J 1719 /- /- /870 /80 /231 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(TL): -0.016 E - - F 1795 /- /- /901 /108 /- Des Ld: 73.00 EXP.B Kzt:NA HORZ(TL): 0.026 E - - Wind reactions based on MWFRS Mean Height:54.45 ft NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor 2.0 J Brg W id=2.6 Min Reg=1.8(Truss) Soffit: 2.00 IBC 2018 Max TC CSI: 0.908 F Brg W id=3.5 Min Req=1.9(Truss) BCDL:4.2 psf Bearings J&F are a Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.468 ng rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.820 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(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:23.02.04.0123.13 A-B 179-2204 C-D 182 -1406 Lumber B-C 174-1647 Top chord 2x6 DF-L#2 Maximum Bot Chord Forces Per PlyIbs Bet chord 2x6 DF-L#2 ( ) Webs 2x4 DF-L#2 W 1,W3,W5 2x4 DF-L Standard+ Chords Tens.Comp. Chords Tens.Comp. DF-L Stud; J-1 88 -489 H-G 1410 -275 Bracing I-H 2013 -431 G-F 1410 -275 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens.Comp. Special Loads A-J 159-1593 H-D 745 -33 ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.1.15) A-I 2072 -152 D-F 250 -1981 TC:From 101 plf at 0.00 to 101 plf at 11.50 B-H 186 -745 E-F 105 -387 TC:From 59 plf at 11.50 to 59 plf at 22.21 TC:From -42 plf at 22.21 to -42 plf at 23.00 BC:From 40 plf at 0.00 to 40 Of at 22.21 TC: 276 lb Conc.Load at 11.50,15.92,18.42 Wind Wind loads based on MWFRS with additional C&C member design. 9,; d e NPRO e S End verticals exposed to wind pressure.Deflection 42 ' ¢.e meets L/240. co 17432 PE 0 SUBMITTAL REVIEW Wind loading based on both gable and hip roof types. a AINO EXCEPTIONS TAKEN Cl REVISE AND RESUBMIT f / 0 MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM CHEMUND IS ONLY FOR GENERAL CONFORMANCE W.ME DEW.COMM, OF THE PROJECT AND GENERAL COMPUMME W.THE INFORMATION IN N THE- Fi''' DOOACT OF t E MANS AND SPECMCAt..E DIE CONRACTOR IS RESbM- E �t�ry A SIBEE FOR DIMMIIMM WHICH SHALL BE FABRICATED AND CDROEJAtE-3 AT a• T THE...SITE:FARRIC*100 PROCESSES AND TECHNIQUES OFCONSIRUCIIOE: 'Q4r 16 19; S sA�T iOamcAr«r PaERFoRM QUECI WORE Au OTHER TruDEs:nID nIE F p> `.�Y.� BY�&114.�..�M l DATE 4.5.2 24 EXPIRATION DATE:12/3112025 04/0 1/2024 "WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Boo 468 Trusses require a eme care in fabricating handling,shipping,instal ing and bracing. Refer to and follow the latest edition of BCSI(Building Comews OR 97113 Component S fety Information,by WI and'SBCA)for safety practices prior to perforfrling these functions. Installers shall provide temporary 003)357-2118 bracingr BCSI.Unless noted otherwise,top chord shall have properlyattached structural sheathing and bottom chord shall have a properly attachd per ceiling.Locations shown for'opeermanent lateral res of websshall have continuous I-ateral restraint(CLR),installed with /41111 diagonal bracing installed on the CLR per BCSI sections B3,B7,or B10,as applicable. Apply plates to each face of truss and position as shown aboveand the Joint Details, unless noted otherwise. Refer to drawings 160A-Z'for standard plate positions_Refer to job's General ALPINE' Notes page or 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 MT.LOMFAN truss in conformance with ANSI/TPI 1, or for handling, shipping,.installation and bracing of trusses. A seal on this drawing or cover paga 155 Harlem Ave listing this drawing,indicates acceptance of professional enorQrneenng responsibilitysolely for the design shown.The suitability and use of this drawing for any sructure is the responsibility of the Buildingvesigner per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Glenview,IL 60025 SEQN:484148 GABL Ply: 2 Job Number: 1223001 Cost R 7175 JRef:1XYK71750005 T19 FROM:MG Qty: 1 Dartmouth DrwNo: 092.24.1004.53993 Page 1 of 2 Truss Label: FDS / CA 04l01/2024 S 5 2 Complete Trusses Required I 13 I r gz' I Tr 3 I Fla -,RS-1 "4: . iirmo- 11111 wFa �1L . Ii , i nano .I AD E NwTn I :rare I F 7,13 I 7.4.13 ,sr„ I 22,211 I 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:25.0 Ct:1.1 CAT:11 PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:212 Ce:1.1 VERT(LL): 0.010 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 :VERT CL 0.010 F 999 240 BCDL: 10.00 Risk Category:II VERT(CL): AI. 158 I- I- /249 /91 /10 EXP:B Kzt:NA Snow Duration:1.15 HORZ(LL): -0.057 R - - Al /-3220 Des Ld: 73.00 Mean Height 54.45 ft HORZ(TL): 0.061 R - - AE /-1332 NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor 2.0 AD /-453 Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.346 Z /-367 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.186 Y /-1203 W Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CS!: 0.911 S /- 185 S /-2540 Loc.from endwall:Any FT/RT2(0y4(0) Wind reactions based on MWFRS GCpi:0.16 Plate Type(s): Al Brg Wid=266 Min Req=- Wind Duration:1.60 WAVE VIEW Ver:23.02.04.0123.13 Bearing Al is a rigid surface. Lumber Loading Members not listed have forces less than 375# Top chord 2x6 DF-L#2 Truss transfers a maximum horizontal load of Maximum Top Chord Forces Per Ply(Ibs) Bot chord 2x6 DF-L#2 11324#( 510.00 plf)along top chord,from either Chords Tens.Comp. Chords Tens.Comp. Webs 2x4:DF-L Standard+DF-L Stud: direction,to supports where indicated.Diaphragm and W 1 2x8 DF-L#2;W2,W4,W6,W 7,M25 2x4 DF-L#2; connections are to be designed by Engineer of Record. A-F 2603-2648 K-M 1102 -1118 Drag Loads:Force(#) (PLF) Mbr Start End F-K 2491 -2521 M-R 1928 -1952 Bracing Case 1: 11324 510.00 TC 0.00 22.21 (a)Continuous lateral restraint equally spaced on 11324 509.91 BC 0.00 22.21 Maximum Bot Chord Forces Per Ply(Ibs) member. Truss designed to support 0-0-0 top chord outlookers Chords Tens.Comp. Chords Tens. Comp. and cladding load not to exceed 3.00 PSF one face AI-AE 1800-1797 Y-X 488 -480 Nailnote and 24.0"t�sff��1an.opposite face.�Tyo chord must not be Nail Schedule:0.120"x3",min.nails cut or not opposite (I ALIeK�. Z- Z 125-1616 X-S 1328 -1321 Top Chord:1 Row @ 5.50"o.c. Z-Y 625 -616 Bot Chord:1 Row @ 6.00"O.C. iifNO EXCEPTIONSTAKEN 0 REVISEAND RESUBMIT Webs :1 Row @ 4'O.C. 0 MAKE CORRECIONSNOISO 0 SUBMIT SPECIFIED ITEM Maximum Web Forces Per Ply(Ibs) Use equal spacing between rows and stagger nails Webs Tens.Comp. Webs Tens.Comp. In each row to avoid splitting. CNECNING K MILT FOR MINERAL CONFORMANCE WIM THE OEM.CONCEPT OF THE PROJECT ANO GENERAL COMPLIANCE W.THE INFORMATION W THE CONTRACT DOCUMENTS.ANT A..SHOWN ABOVE 5 SUBJECT TO THE RE- A-Al1581 -1646 F-Z 2154 -2164 Special Loads QUIRSMALLEEEFEORDIMENSIONS WHICH . r,SPECIFICATIONS.TEDAHOF CORRELATED AT A-Al 2573-2551 F M 872 -931 ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TOE COORDINATION - y ?k-I,•, R. AE-F 1436-1545 M-S 1864 -1870 TC:From 101 plf at 0.00 to 101 plf at 11.50 a wt d cF TC:From 59 plf at 11.50 to 59 plf at 22.21 , Maximum Gable Forces Per P TC:From -42 plf at 22.21 to -42 plf at 23.00 BY '�"L- inn r •5•202 Gables Tens.Comp. ty(Ibs) BC:From 40 plf at 0.00 to 40 pif at 22.21 /+s TC: 276 lb Conc.Load at 11.50,15.92,18.42 M-Y 607 -664 Plating Notes All plates are 1.5X4 except as noted. Additional Notes 0 OfiEliON R- Uplift connections required.See uplifts in R-and U ttT ss,TO +' columns of Maximum Reactions table. E p,l See DWGS A20030ENC160118&GBLLETIN0118 for EXPIRATION DATE:1213112025 gable wind bracing and other requirements. 04J0112024 "WARNING" READ AND FOLLOW ALL NOTES ON THIS I RAWING! Toas CMnporH nts of Orego Inc IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require a me care in fabricating hhandling shipping,installing and bracing. RRRefer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and'SRCA) r safety practices prior to performing these functions. Installers shall provide temporary (soa)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 pDegrmanent lateral restraint of webs shall have continuous lateral restraint(CLR),installed with diagonal bracing installed on the CLR per BCSI sections B3,B7,or B10,as applicable. Apply plates to each ce oflruss and position as shown above and 0n the Joint Details, unless noted otherwise. Refer to drawings 16A-ZZ'for standard plate positions.Refer to job's General ALPINE' Notes page or 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 ANSITTPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawl or cover page listing this drawing indicates acceptance of professional enalneenng responsibility solely/or the design shown.The suitability and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building uesigner per ANSI/TPI 1 Sec.2. North Building,4th Floor • For more information see these web sites:Alpine:alpineitw.coin;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Glenview,IL 60025 SEQN:484148 GABL Ply: 2 Job Number: 1223001 Cost:RT175 JRH:I:1XYK71750005 T19 FROM:MG Oty: 1 Dartmouth DrwNo: 092.24.1004.53993 Page 2 of 2 Truss Label: FDS / CA 04/01/2024 Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets U240. Wind loading based on both gable and hip roof types. QED PROp { N. � EµSI Nktf? S'.5, 17932 PE oY SUBMITTAL REVIEW kr er IRO EXCEPTIONS TAKEN ❑ REVISE AND RESUBMIT ❑ MAKE CORRECTIONS NOTED ❑ SUBMIT SPECIFIED ITEM CHECKING IS ONLY FOR CENERµ CONFORMANCE WITH HOE DESIGN CONCEPT OF THE PROJECT AND GENERAL CO N SHOWE WITH THE INFORMATION IN THE- RACT DOCUMENTS ANY ACTION SIOWN ABOVE.a SUBJECT TO THE RE- QUIREMENTS OF THE PLANS AHD SPECIFICATIONS.CONTRACTOR IS RESAONKNI,,,_,/ 44 1EGO SI HE FOR:DIMENSIONS WHICHRO S MLL BE DFABRICATED AND CORRnA E AT 4THE b6 SITE:FARRICAMNH PROCESSES AND TECHNIQUES OF CONSTRUCNON: „ x 4rr.Z5 1 1 i . SSAAT6CIACTCTORY PERFORMANCE OF HME WWTION OF THEIR WORN WITH ORN Au OTHER TRADES AY1D THE a BY DATE 4 . •24 EXPIRATION DATE:12131/2025 04/U1/2024 '"'WARNING*" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Congsme Ito of d **IMPORTANT' FURNISH THIS DRAWING TO ALL CONTACTORS INCLUDING THE INSTALLERS �0 Inc.Trusses require me care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building P�o�8us OR468 97113 Component Safety Information,by TPI and'SBCA fog safe prY bracing per BCSI.Unless noted otherwise,top chord shall safety props attttacheed structural theseathinngg and Installers shall have a properly t 7 ztla attached rigid ceiling.Locations shown forpermanent lateral restraint or webs shall have continuous lateral I baint(CLR),installed with diagonal bracing installed on the CcR per SCSI sections B3,B7,or B10,as applicable. Applyposition as shown above and on the,Joint Details, unless noted otherwise. Refer to drawings 160A-Z forpsta tord ep�Lions.s and Notes page for additional information. platepositions.Refer to job's General ALPINE Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSU�PI 1, or for handling, shipping installation installat on and bracing of trusses. A seal on this drawingor cover page listing this drawing indicates acceptance-f professional ert�Ineering responsibilitysolely-tor the design shown.The suitabilit and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building-Designer per ANSI/TP1 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:aipineitw.com;TPI:tpinsLorg;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:471586 GABL Ply: 1 Job Number: 1223001 Cust:R7175 JRef:1XYK71750005 T69 FROM:MG Qty: 2 Dartmouth DrwNo: 09224.1005.01440 Truss Label: FGE / CA 04/01/2024 7.6•13 1 '19,9.11 1 222 79.19 T4.13 -3 I-rq--I s (TYP1 rl R q Eli. /6X fM „, 1111 95 ,D '` lIakJIkIL a ' .r E AA z awn W9x5 =3xs Wgxs t azaa 1 1 rr13 I T4.13 I rr13 I Ten 199, zzra 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:25.0 Cl:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:212 Ce:1.1 VERT(LL): 0.003 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.009 E 999 240 AJ*218 /- /- /109 /8 /18 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.002 R - - X* 246 /- /- /117 /23 /- Des Ld: 73.00 EXP.B Kzl'NA HORZ(TL): 0.003 R - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:54.45 ft Building Code: Creep Factor 2.0 AJ Brg Wid=192 Min Req=- TCDL:6.0 psf X B Wid=74.5 Min Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.090 Brg Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.021 Bearings AJ&X are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.670 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT2(0y4(0) Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 Z-X 426 -57 Lumber Top chord 2x6 DF-L#2 Maximum Web Forces Per Ply(Ibs) Bot chord 2x6 DF-L#2 Webs Tens.Comp. Webs 2x4:DF-L Standard+DF-L Stud:W2,W4,W6, AE-F 9 -379 W7,M26 2x4 DF-L#2; Bracing Maximum Gable Forces Per Ply(Ibs) (a)Continuous lateral restraint equally spaced on Gables Tens.Comp. Gables Tens.Comp. member. D-AO 76 -397 AA-AY 71 -419 Plating Notes AF-AO 91 -489 All plates are 1.5X4 except as noted. Loading 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 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. kiF �4 G NFa�FSs Truss designed for unbalanced snow loads. b s c; 1791T PE 0 SUBMITTAL REVIEW lc Wind er 7 41 NO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT cr Wind loads based on MWFRS with additional C&C i ❑ MAKE CORRECTIONS NOTED 0 SUBMITSPECIFlED ITEM member design. g1D, TMG W ONLY TOO ARSENAL CONFORMANCE WHO THE DELAN CONCEPT End verticals exposed to wind pressure.Deflection ( OF THE CT DOCT AND GENERAL C SHOWN ABOVE IN THE. meets L/240. QUI CONTRACT DDOFMENTL.ANYAND ACTION SHOWN IS RACTOCT TO TAT1 RR. LNNRFAIEN(s OF TOE PLANS SPECIFICATIONS.CONTRACTOR IS RES• Wind loading based on both gable and hip roof types. O tEGON M1 sNe E raR MMRNLDN3 wNw N sHUL eE FAeR eA Eo AND coRaeu,AT CD c T E IOSOW DI ENSIGS ICAICH SHOA B D F 00ICAT D OTIS CONSTL.ATE) T +T(r '508 {` COORMATION OF THEIR WORN WITH THAT OF ALL OTHER TRADES:AND THE Additional Notes ~ S SATISFACTORY PERFORMANCE OF THEIR WORN. See DWGS A20030ENC160118&GBLLETIN0118 for BY tw` \ DATE'. . 124 gable wind bracing and other requirements. I EXPIRATION DATE:1253112025 04/(I1/2024 **WARNING** READ 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 a eme re in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building ComeTrus OR 97113 Component Safety Information,by TPI and SBCA)t safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per SCSI.Unless noted otherwise,top chord shall have propedy attached structural sheathing and bottom cherd shall have a properly attached n id ceilinngq.�Locations shown for ermanent lateral restraint of webs shall have continuous lateral restraint(CLR),installed with .411116 diagonal bfacing ins/ailedlon the CLR per SCSI sections B3 B7,or B10,as applicable. Applyp plates to eac of truss and position as shown above and on the oint Details, unless noted otherwise. Refer to drawings 160A- for standard plate positions.Refer to job's General ALPINE' Notes page for additional information. Alpine,a division of ITIN BuikdinO Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN wcnwAx truss in conformance with ANSIfTPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawingor cover page listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown.The suitabiky and use of this 155 Harlem Ave drawing for any structure is the rreSponsilxlity of the Building Designer per ANSI/TPI 1 Sec.2. Nosh Building,4ih Floor • For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:484144 SPEC Ply: 1 Job Number: 1223001 Cust:R7175 JRef:1XVK71750005 T78 • FROM:MG City: 8 Dartmouth DrwNo: 092.24.1005.09233 Truss Label: FK / CA 04/01/2024 I Ta'13 14'9'11 Trio I T4'13 I T413 I 13X5 E T2 ;INS 0 a 12 �� 11 w2 e (a) NO A T ws ;:_ fliiimiimm..._'4111111111 - -...NIL"' 11 ■ fe-iI i F e4012 INSX5 13X5 1405 BH0312 1 22•,8 1 T413 I T4'13 1 T4Y3 4 19'9'11 MN 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:25.0 Ct 1.1 CAT:II PP Deflection in loc Udefi LHf Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.098 B 999 360 Loc R+ HI- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.129 B 999 240 J 2485 /-730 /- /870 /607 /231 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.026E - - F 2495 /-740 /- /901 /613 /- Des Ld: 73.00 EXP.B Kzt.NA HORZ(TL): 0.034 E - - Wind reactions based on MWFRS MeaNCBCLL:0.00 TCD Height:54.45 ft Building Code: Creep Factor:2.0 J Brg Wid=2.6 Min Req=2.2 TCDL:6.0 psf (Truss) Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.959 F Brg W id=3.5 Min Req=2.7(Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.471 Bearings J&F are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.992 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate T Chords Tens.Comp. Chords Tens.Comp. ype(s): Wind Duration:1.60 WAVE,HS VIEW Ver:23.02.04.0123.13 A-B 1113-3297 C-D 690 -1984 Lumber B-C 756-2289 D-E 231 -395 Top chord 2x6 DF-L SS T2 2x6 DF-L#2; Bot chord 2x6 DF-L#2 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4:DF-L Standard+DF-L Stud:W2,W4, Chords Tens.Comp. Chords Tens.Comp. W7 2x4 DF-L#2;W6 2x4 DF-L#1&Bet.; J-I 87 -489 H-G 1964 -683 Bracing I-H 3015-1039 G-F 1984 -683 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens.Comp. Special Loads -----(Lumber Dur.Fac.=1.60/Plate Dur.Fac.1.60) A J 785-2414 H-D 837 -135 TC:From 59 plf at 0.00 to 59 plf at 22.21 A-I 3089-1055 D-F 959 -2788 BC:From 20 plf at 0.00 to 20 plf at 22.21 I-B 481 -784 E-F 126 -473 IC: 645 lb Conc.Load at 3.14,7.14,11.14,15.14 B-H 425-1207 19.14 Wind Wind loads based on MWFRS with additional C&C member design. �gD PROFF E q 8� End verticals exposed to wind pressure.Deflection �� g01 b meets U240. ai f Wind loading based on both gable and hip roof types. C' 1T932 PE 03' SUBMITTAL REVIEW gr tI INN EXCEPTIONS TAKEN ❑ REVISE AND RESUBMIT Additional Notes ❑ MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM Negative reaction(s)of-740#MAX.from a non-wind 1 CINCHING IS ONLY FOR GENERAL CONFORMANCE WITH TIE DESIGN CONCEPT load case requires uplift connection.See Maximum OF IRE PROTECT AND GENERAL COMPLIANCE WITH THE INFORMATION IN THE. Reactions. CORRACT DOCIIMENIS.ANY ACTION SHOWN PBOYE.W SUBIECT TD ITIF RE �� /�YaE ry h ONREMENTS OF THE PLANS AND SPECIFICATIONS.CONTRACTOR IS RESMN VR FJ S SMILE FOR DIMENSIONS WHICH SHAH BE FABRIC4TED AND CORRELATE)AT ..WW .( ME JOB SITE FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION r ,l'T� . ATISFACOOR�CTORYY PERFORMANCE ON RK WITH WORHF,All DINER TRORCC AND THE G 0 EXPIRATION DATE:12131/2025 I BY .t . DATE 4. .21 4 04/012024 '"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon Inc. IMPO tTANT*. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Boo 468 Trusses require a me care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building cortetrus OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracingper BCSI.Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly attachd n id ceiling.Locations shown for'Dpe�rr�manent lateral restraint of webs shall have continuous lateral restraint(CLR),installed with Ildh diagonal bracing installed on the CLR per BCSI sections B3,B7,or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.Refer to job's General ALPINE' otes 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 NNW COMPANY truss in conformance with thtes a UTPI 1, or for handling, shipping,•installation,and bracingof trusses. A seal on this drawing or cover page " listing drawing, acceptance of professional errneenng responsibility solelyTor the design shown.The suitability and use of this 155 Harlem Ave drawing for any strcture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor • For more information see these web sites:Alpine:alpineitw.com;TPI:tpinsLorg;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Glenview,IL 60025 SEQN:471588 MONO Ply: 1 Job Number: 1223001 Cust:R 7175 JRef:1XYK71750005 T72 ' FROM:MG Qty: 17 Dartmouth DrwNo: 09224.1005.13157 Truss Label: G / CA 04/01/2024 5'0_6 100.12 506 5.0s I 11.5x4 C T 4 . or . I1n5X4 T I :: 1 E _-DF 53x7 D3x7 1 10'012 j 101)12 10'0'12 I Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct 1.1 CAT:II PP Deflection in lac Udell U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.005 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.012 B 999 240 E 750 /- /- /389 /8 /133 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 D - - F 750 /- /- /414 /39 /- Des Ld: 73.00 EXP.B Kzt.NA HORZ(TL): 0.004 D - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:52.42 fl BuildingCode: CreepFactor:2.0 E Wid=2.6 Min Req 6.0 psf Brg =1.5(Truss) Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.287 F Brg W id=7.2 Min Req=1.5(Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.561 Bearings E&F are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.525 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)14(0) Maximum Bot Chord Forces Per Ply(the) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 E-D 435 -297 Lumber Top chord 2x6 DF-L#2 Maximum Web Forces Per Ply(Ibs) Bot chord 2x6 DF-L#2 Webs Tens.Comp. Webs Tens.Comp. Webs 2x4:DF-L Standard+DF-L Stud: E-B 169 -527 6-0 304 -549 Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets U240. Wind loading based on both gable and hip roof types. $9.tD PROpe 17932 PE ®9 Rs SUBMITTAL REVIEW INO EXCEPTIONS TAKEN ❑ REVISE AND RESUBMIT ❑ MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM l+/y CHECKING S ONtr FOR GENERA CONFORMANCE Boll TIE RESIGN CONCEPT OF THE PROIEOT AND GENERA COMPIIMM E WUI TIE INFORMATION IN ME• CONTRACT DOCUMENTS.ANY ACNON SHOWN ABOVE.IS SUBJECT TO TM RE. OTtEGQ N .1- ounnessers OF THE PM.A.SPECIFICATIONS CONTRACTOR LS RES. CV SIENE FOR DIMENSIONS WHICH SHAM BE FABRICATED AND CORREIA.,AT 4,11"ZS,99�"E 'C., THE PIM SITe FADRICATNHI PROCESSES AND TECHMOUES OF CONSIRUC0ON; CO000RUTION OF THEIR WORN W.THAT OF ALL OTHER TRADES;AND THE E. A SATISFACTORY PERFORMAOE OFTHEIR WORK. EXPIRATION DATE:12/31no25 I BY cZy4A:. DATE 4.5.2C24 04/01/2024 l "WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon file IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require exweme 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 bracingBCSI.Unless noted otherwise,top chord shall have Properly attached structural sheathing and bottom chord shalt have a properly attachd rigid ceiling.Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint(CLR),installed,with diagonal bracing installed on the CLR per BCSI sections B3 B7,or B10,as applicable. Apply plates to each face of U.uas and posion as shown above and pn the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.Refer to job's General ALPINE* (Votes page Tor 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 breamof trusses. A seal on this drawing or cover passe listing this drawing,indicates acceptance of professional ennosLlneenng responsibility solely-for the design shown.The suitability and use of this 155 Harlem Ave Ar drawing for any a rructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor • For more information see these web sites:Alpine:alpineitw.corn;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Glenview,IL 60025 SEQN:471589 MONO Ply: 1 Job Number: 1223001 Cust:R 7175 JRef:1XVK71750005 T73 FROM:MG Qty: 3 Dartmouth DrwNo: 092.24.1005.16260 Truss Label: G1 / CA 04/01/2024 5'0'6 I 10'0.12 5'0.6 5'0'6 f 11.5x4 c T 4 12 sc iI11 i • II E 1I,I DE — 113x7 R3X7 1 10'0'12 1 10'0"12 10'0"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:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.005 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.012 B 999 240 E 750 /- /- /389 /8 /133 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 D - - F 750 /- /- /414 /39 /- Des Ld: 73.00 EXP.B Kzt:NA HORZ(TL): 0.004 D - - Wind reactions based on MWFRS Mean Height:52.42 ft NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 E Brg Wid=2.6 Min Req= 1.5(Truss) Soffit: 2.00 BCDL 4.2 psf IBC 2018 Max TC CSI: 0.287 F Brg W id=5.5 Min Req= 1.5(Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.561 Bearings E&F are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.525 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Bot Chord Forces Per Ply(Ibs) GCpi:0.18 Plate T Chords Tens Comp. Ype(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 E-D 435 -297 Lumber Top chord 2x6 DF-L#2 Maximum Web Forces Per Ply(Ibs) Bot chord 2x6 DF-L#2Webs Tens.Comp. Webs Tens.Comp. Webs 2x4:DF-L Standard+DF-L Stud: E-B 1t39 -527 B-D 304 -519 Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets U240. Wind loading based on both gable and hip roof types. ,, R tD PROfi 5i 001 NZEr; 0Sr U 17932 PE dy 4 SUBMITTAL REVIEW 'NO EXCEPTIONS TAKEN 0 Rh/MEANS RESUBMIT f ❑ MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM CHECKING IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CON-EPT OF THE RROIECT AND GENERAL COMPLIANCE WITH THE INFORMATION IN THE D11G+C1°nt WAREIRCT DOCUMENTS.PL IS AND SP SHOWN ABOVE M CONTRACTOR LS ES RE- n V ISGV V 1` q. MDL EMENTS OF THE NS WHICH ANO HALL RE;ATNNTG.CONTRACTOR M ATET AT SIBLE FOR:E FABRIRONS WHIRO SISALS D TECHNIQUES AND CONST000C AT ' Try,1�4 ! THE ROB SITE;FANRIOUT WOKWITHPROCESSES AND TECHNHIUES OF CONSTRITC-ION; c` ` ', ` COORDINATION OF THEIR WORK W.THAT Of ALL OTHER TRADES;MITRE A SATISFACTORY PERFORMANCE OF THEIR WORN. EXPIRATION DATE:12/3112025 I BY 4Au- DATE4.5.2C24 04/01/2024 "WARNING" READ 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 a me Care in fabricating,handling9 shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Cambia OR 97113 Component Safety Information,by TPI and SBCA)toy safety practices ppnor to performing these functions. Installers smell provide temporary (503)357-2118 bracingper BCSI.Unless noted otherwise,top chord shall have properlyattached structural sheathing and bottom chord shall have a properly attachh gid ceiling.Locations shown for ermanent lateral resr of webs shall have continuous lateral restraint( LR),installed with diagonal bracing installed on the CLR per SCSI sections B3,B7,or B10,as applicable.Apply plates to each face oflnfss and position as hown aboveand.on the Joint Details, unless noted otherwise. Refer to drawings 160A- for standard plate positions.Refer to job's General ALPINE' Notes page or 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 ANSITTPI 1, or for handling shipping,.installation and bracingq of trusses. A seal on this drawin or cover page `"""C0�"N listing this drawling indicates acceptance of professional errl1��Ineenng responsibilitysolelyTor the design shown.The suitability and use of this 155 Harlem Ave drawing for any structure is the responsibility of the BuildingT7esigner per ANSUTPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alone:alpineetw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:is safe.orq;AWC:awc.orq Glenview,IL 60025 SEQN:471590 GABL Ply: 2 Job Number. 1223001 Cost:R 7175 JRef:1XYK71750005 T17 FROM:MG Qty: 1 Dartmouth DrwNo: 092.24.1005.23010 Truss Label: GDS / CA 04/01/2024 i 5 > 2 Complete Trusses Required I sins I I0Tr12 f WO sere I-1'A'-NI H A v secs ,l u,: Ni✓.�/. �_\il 1 IP e3z10 D45 PHOTO I 10.0.12 1 1 10H'12 1 10.0.12 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,P:in PSF) DeflICSl Criteria A Maximum Reactions(lbs),or'=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.003 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.003 D 999 240 1* 149 /- /- /249 /91 /13 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.025 H - - 0 /-2116 Des Ld: 73.00 EXP.B Kzt:NA HORZ(TL): 0.027 H - - L /-1036 NCBCLL:0.00 Mean Height:52.42 ft Building Code: Creep Factor:2.0 1 /-1685 TCDL:6.0 psf Wind reactions based on MWFRS Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.171 Load Duration:1.15 TPI Std: 2014 Max BC CSI: 0.146 I in Wid=120 Min Req=- MWFRS Parallel Dist:0 to h/2 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.605 Bear g 0 is a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 PlateType(s): Chords Tens.Comp. Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 Lumber Wind A-D 1340-1304 D-H 1349 -1369 Top chord 2x6 DF-L#2 Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Bot chord 2x6 DF-L#2 member design. Ply(lbs) ) Webs 2x4:DF-L Standard+DF-L Stud: Chords Tens.Comp. Chords Tens.Comp. End verticals exposed to wind pressure.Deflection Nailnote meets L/240. O-L 1401 -1381 L-I 1172 -1150 Nail Schedule:0.120"x3",min.nails Wind loading based on both gable and hip roof types. Top Chord:1 Row 5.50'O.C. Maximum Web Forces Per Ply(Ibs) Bot Chord:1 Row u 6.00"o.c. Webs Tens.Comp. Webs Tens.Comp. Webs .1 Row @ 4"o.c. O-D 1760-1788 D-I 1456 -1482 Use equal spacing between rows and stagger nails in each row to avoid splitting. Maximum Gable Forces Per Ply(Ibs) Plating Notes Gables Tens.Comp. All plates are 1.5X4 except as noted. L-D 532 -627 Loading Truss transfers a maximum horizontal load of 5131#( 510.00 plf)along top chord,from either direction,to supports where indicated.Diaphragm and P F,D Op¢P connections are to be designed by Engineer of Record. g4 Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 5131 510.00 TC 0.00 10.06 S. 17932 PE 0 SUBMITTAL REVIEW 5131 Sort 9 BC 0.00or10.06 cr INC EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT Truss designed to support 0-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face El CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM and 24.0"span opposite face.Top chord must not be CHEDNR G IS ON T FOR GENERALcoNFDRnuHCE WITHHE DESIGN CONCEPT cut or notched,unless specified otherwise. l3R Of THE PROJECT AND GENERAL COMM MN' WITH THE INFORMAL ON IN THE- CONTRACT 000WRENTS.MT ACRON SHOWN ABOVE.IS SUBJECT TO TNL RE.�A OUWEMEMS OF THE P1ANS MID SPECIFICATIONS.CONTRACTOR IS RESPOK Additional Notes EGCIN AISLE J FOR,DIMENSIONS WHICH SHALL BE FABRICATED AND CORRELATE)AT THE JOB SHE: OF TRW WORN WITH S THAT Of TECHNIQUES OF OHSS:AND ON; Uplift connections required.See uplifts in R-and U L 4.4r zs,rig`' COORDINATION OF THEIR WDRN WITH THAT d ALL OTHER TRADES END THE columns of Maximum Reactions table. F A =an`F"D`qqq°"rPER�''F�lj°RMA"DE°F'T'o"'"°"'L See DWGS A20030ENC160118&GBLLETIN0118 for BY u:-_ oos ss DATE 4.5.2024 gable wind bracing and other requirements. ( EXPIRATION DATE:11J3112025 i 04/01/2024 'WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! TmsSComponents at Oregon,Inc IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require a me care in fabricating,handing,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI?mil SBCA)for safety practices rior to performing these functions. Installers shall provide temporary (503)357-2118 bracingper BCSI.Unless noted otherwise,top chord shall have prime attachedattached structural sheathing and bottom chord shalt have a p attachgpid ceiling.Locations shown forpermanent lateral restraint of webs shall have continuous lateral re aint(CLR),installed with diagonal bracing installed on the CLR per SCSI sections B3,B7,or B10 as applicable. Apply plates to each face.of truss and position as shown aboveand the Joint Details, unless noted otherwise. Refer to drawings 16A-Z'for standard plate positions.Refer to job's General ALPINE Notes page or 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 ANS PI 1, or for handling, shipping,,installation and bracingof trusses. A seal on this drawi g or cover page 155 Harlem Ave AN C 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. North Building,4th Floor For more information see these web sites:Alpine:alpintltw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Glenview,IL 60025 SEQN:471591 GAOL Ply: 1 Job Number: 1223001 Cost:R 7175 JRef:1 XYK71750005 T25 FROM:MG Qty: 1 Dartmouth DrwNo: 092.24.1005.27200 Truss Label: GGE / CA 04/01/2024 I 4.1013 I 9v4 I 17101 I BST, I zR11.1z I 4'1OR 0.12 N'2'13 Nit 1 3Z'10 1H4• 1'`•1 F=5=1 ISTS exv 1/7 1114111,n,,11.4 111rWI: i ILI( , 1 D 11,,,E 11/11111 11111\ Illilth Ill Illiji 1 - _L - --- _ 1113x5 r3)�L5 11113% *0XS . AA e2x4 1 2411112 1 I 9T4 I 82113 I Will I 3r10 I 9T4 17'10.1 2B9'2 2511.12 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefIJCSI Criteria •Maximum Reactions(lips),or'=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.002 W 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.007 W 999 240 AV`232 /- /- /114 /10 /16 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.002 W - - AG"233 1- I- /106 /16 /- Des Ld: 73.00 FRCP.B Kzt:NA HORZ(TL): 0.003 W - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:55.21 ft TCDL 6.0 psf Building Code: Creep Factor:2.0 AV Brg Wid=240 Min Req=- AG BrgWid=119 Min Soffit: 2.00 IBC 2018 Max TC CSI: 0.082 Req= BCDL:4.2 psf Bearings AV&AG are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.029 Spacing:24.0•' C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.660 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT2(0)/4(0) Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 Al-AG 427 -66 Lumber Top chord 2x6 DF-L#2 T2 2x6 DF-L SS; Maximum Gable Forces Per Ply(Ibs) Bot chord 2x6 DF-L#2 Gables Tens.Comp. Gables Tens.Comp. Webs 2x4:DF-L Standard+DF-L Stud:W5,W6,W7, CD-AA 59 -392 W-CD 65 -428 W8,W9,W10,M21,M22,M31,M33,M36 2x4 DF-L#2; Bracing (a)Continuous lateral restraint equally spaced on member. Plating Notes All plates are 1.5X4 except as noted_ Loading 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 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 q� 4 G Nk QfiS in overhang or heel panel,unless specified otherwise. 42 Sf Truss designed for unbalanced snow loads. 17932 PE 0 it Wind s SUBMITTAL REVIEW iiirNO EXCEPrIONS TAKEN 0 REVISE AND RESUBMIT Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection C 0 MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIEDRTEM HECILING IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN COMSEPT OF THE PROJECT AND GENERAL COMPLIANCE W.THE INFORMAT10N IN ME:meetS U240. ,/�{� ry rye[ CONTRACT DOCUMENTS ANY ACTION SHOWN ABOVE.s SUBJECT TO THY RE- �. OREGON F� pNREMEHTS OF THE PLANS AND SPECIFIGT10..CONTRACTOR IS RES". Wind loadingbased on bothgable and hiprooftypes. L, T SB E FOR.ONNENSHONS WHICH SMALL BE FABRICATED AND CORRELATES AT Y Y3,1� �` COO THE JON SITE:OF THEIR Rwo PROCESSES uT 09 m4E9OTRADDE AND ml Additional Notes A SATISFACTORY PER'''FOORMANCE OF THEIR WORM. See DWGS A20030ENC160118&GBLLETIN0118 for I EXPIRATION DATE:12r31/2025 1 BY u�- wry DATE 4.5.2C24 gable wind bracing and other requirements. 04/01/2024 l "WARNING'"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon Inc Uy1PORTANT*+ FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box488 Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPl and'SBCA)for safely practices rior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted Otherwise,topchord shall have properpry attached structural sheathing and bottom chord shall have a propey attached rigid ceiling.Locations shown for_permanent lateral restraint of webs shall have continuous lateral restraint(CLR),installed with .411116 diagonal bracing installed on the CLR per BCSI sections B3,B7,or B10,as applicable.Apply plates to each face of truss and position as shown aboveand on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z•for standard plate positions.Refer to job's General ALPINE' Notes page or 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 ANDWCONBANY truss in conformance with ANSITTPI 1, or for handling, shipping,,installs ion and bracing of trusses. A seal on this drawl or cover page 155 Harlem Ave listing this drawing,indicates acceptance of professional enrn.eering responsibility solely-torthe design shown.The suitability and use of this drawing for any structure is the responsibility of the Buildingt/esigner per ANSI/TPI 1 Sec.2. North Building,4th Floor • For more information see these web sites:Alpine:alpineitw.com;TPI:tpinslorq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:471592 COMA Ply: 1 Job Number: 1223001 cast:R 7775 JRef:1xyK71750005 rr FROM:MG City: 5 Dartmouth DrwNo: 092.24.1005.33983 Truss Label: GK / CA 04/01/2024 1"' 4.10'9 9'r4 1710'1 4'1D`8 I /'8-12 1 R'2'13 1 B'll I 2 I 239;10 2 1 .5X5fR1) /T� T., � :F., isxs E : iiiiiol 12 IR4pv/4X5 C s314, 00fa)�iA L\ 1 K J I3X7 14 L0308 33X5 >•4X5 .5%7 13010 1 99.2 i 20710 L l 97.4 I 9713 8'11'1 3'710 9'7,1 1710'l I 26.9.2 j 29'11'I2I 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:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.071 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.093 E 999 240 M 806 /-221 /_ /339 /192 /252 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.017 G - - L 3902 /-1295 /- /1327 /1018 /- D EXP.B Kzt:NA Des Ld: 73.00 Mean Height:55.21 ft HORZ(TL): 0.023 G H 2177 /-630 /- /789 /531 /- NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.641 M Brg Wid=2.6 Min Req=1.5(truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.341 L Brg Wid=7.2 Min Req=4.2(Truss) Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.938 H Brg Wid=2.6 Min Req=rfa (Truss) Loc.from endwall:Any FT/RT2(0)/4(0) Bearings M,L,&H are aa rigid surtce. GCpi:0.18 Plate T Members not listed have forces less than 375# ype{s): Maximum Top Chord Forces Per Ply Ibs Wind Duration:1.60 WAVE,HS VIEW Ver.23.01.02.0731.17 Chords Tens.Comp. Chords Tens.Comp. Lumber Top chord 2x6 DF-L#2 T2 2x6 DF-L SS; C-D 739-1914 E-F 449 -1078 Bot chord 2x6 DF-L#2 D-E 485-1397 F-G 189 -652 Webs 2x4 DF-L#2 W 1,W 2,W 3, W4 2x4 DF-L Standard+DF-L Stud; Maximum Bot Chord Forces Per Ply(Ibs) Bracln 9 Chords Tens.Comp. Chords Tens.Comp. (a)Continuous lateral restraint equally spaced on M-L 532 -342 J-I 1549 -557 member. K-J 1549 -567 Special Loads Maximum Web Forces Per Ply(Ibs) -----(Lumber Dur.Fac.=1.60 I Plate Dur.Fac.=1.60) Webs Tens.Comp. Webs Tens.Comp. TC:From 59 plf at 0.00 to 59 plf at 29.98 M_g 365 _866 E-I 455 -1229 BC:From 20 plf at 0.00 to 20 plf at 29.98 TC: 645 lb Conc.Load at 2.76,6.76,10.76,14.76 B-L 413 -924 F-I 559 -1075 18.76,22.78,26.76 L-C 1227-3102 1-G 2145 -740 Loading C-K 1916 -639 G-H 621 -2157 K-E 532 -920 Truss designed for unbalanced snow loads. D PRD Wind , MG!990 e`pS Wind loads based on MWFRS with additional C&C 4e member design. 17932 PE ay SUBMITTAL REVIEW End verticals exposed to wind pressure.Deflection cr ro 7 1NO EXCEPTIONS TAKEN ❑ REVISE AND RESUBMIT meets U240. } 0 MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFEDITEM Wind loading based on both gable and hip roof types. cHED uND Is aRY FOR GENERA CONFORMANCE WITH ME DESIGN CONCEPT Of IIIE CONTRAPCRT OAECT k G ENERA ACWR:4 RHVTEH 6I ISFUOBRIMbTNT HM MAddit)onal Notes OUIREAIENTS OF THE PLANS AND SPECIFICATIONS.CONTRACTOR IS RES NOf Negative reaction(s)of-1295#MAX,from a non-wind ff OREGO N WILE R:E FOIE o MENS D s WINCH SHALL BE FABRICATED AND CORRE ATU AT load case requires uplift connection.See Maximum 1} ! M ION ION E NOR SITE:FABRICATION PROCESSES•AND TECHNIQUES OF CONSTRIIC110 t` TPA -- COORDINATION OF THEIR WORN W.THAT OF All OTHER TRADED AND THE , Reactions. '1 SATISFACTORY PERFORMANCE Of THEIR WORK A V. BY DATE 4.55.2024 EXPIRATION DATE:12/31/2025 J 04/01/2024 "WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Tress Components of Oregon Inc.IMPO tTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0�468 Trusses require a me 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 sale y practices r to performing these functions. Installers shall provide temporary (503)357-2118 braced r BCSI.Unless noted otherwise,top chord shall have properprynaattached structural sheathingand bottom chord hall have a properly attacrtaIn id ceilin Locations shown forp2 rmanent lateral restraint of webs shall have continuous Iateral restraint CLR),installed with diagonal bfacing installed on the CLR per SCSI sections B3,B7,or B10,as applicable. Apply shown abovB and on the,joint Details, unless noted otherwise. Refer to drawings 160A foor�staandard platepo of buss Bed o job's as otes page for additional information. positions.Refer to job's General 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,,installaton and bracing of trusses. A seal on this drawl or cover page A nwc mvAN listingthis drawing indicates acceptance of professional enneenng responsibilitysolely-for the design shown.The suitability and use of this 155 Harlem Ave drawng for any structure is the responsibility of the Building Designer per ANSUT I 1 Sec.2. North Building,4th Floor • For more information see these web sites:Alpine:alpineitw.coni;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awe org Glenview,IL 60025 SEQN:484156 MONO Ply: 1 Job Number: 1223001 Gust:R 7175 JRef:1XVK71750005 T27 • FROM:MG City: 28 Dartmouth DiwNo: 09224.1006.15887 Truss Label: H / CA 04/01/2024 7.11'1 15.10.1 24' T119 1 C.119 I e195 _ F I1.5X4 E 2 ..45 4 D 'C AS I t3Y5e 5� (� 10A M 8 T i _ 1 = • m4l4B a1CR �405 .4%BGL - 1 24• i TTVI T11'1 01'15 I T11'1 I- 15'10.1 ! 24' I 3-�! Loading Criteria(pat) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.080 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.122 B 999 240 K 2052 /- /- /930 /168 /259 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.022 E - - L 2540 /- /- /1163 /214 /- Des Ld: 73.00 EXP.B Kzt:NA HORZ(TL): 0.034 E - - Wind reactions based on MWFRS Mean Height 55.17 ft K B Wid=5.5 Min Req 0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 r9 =2.2(Truss) Soffit: 2.00 IBC 2018 Max TC CSI: 0.864 L Brg W id=5.5 Min Req=2.7(Truss) BCDL:4.2 psf Bearings K&L are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.585 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.899 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate T YPe(s): Chords Tens.Comp. Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:23.02.04.0123.13 A-B 246-2750 C-D 165 -1655 Lumber B-C 191 -1939 Top chord 2x6 DF-L#2 Bot chord 2x6 DF-L#2 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 DF-L#2 W 1,W3 2x4 OF-L Standard+ Chords Tens.Comp. Chords Tens.Comp. DF-L Stud;W6 2x4 DF-L#1&Bert.;W7 2x6 DF-L#2; K-J 93 -544 I-H 1620 -273 Bracing J-I 2509 -448 H-G 1620 -273 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens.Comp. Special Loads A-K 161 -1916 I-D 910 -66 ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac=1.15) A-J 2556 -233 D-G 234 -2210 TC:From 101 plf at 0.00 to 101 plf at 4.67 B-I 206-1019 E-G 224 -990 TC:From 59 plf at 4.67 to 59 plf at 22.92 TC:From 101 plf at 22.92 to 101 plf at 27.00 BC:From 40 plf at 0.00 to 40 plf at 24.00 BC:From 4 plf at 24.00 to 4 plf at 27.00 TC: 276 lb Conc.Load at 4.67,9.08,11.58,16.00 18.50,22.92 3 PROA Wind loads based on MWFRS with additional C&C ca"Wind ¢Kdi N v $ member design. 17932 PE o� SUBMITTAL REVIEW End verticals exposed to wind pressure.Deflection ce i INOEXCEPTIONSTAKEN 0 REVISE AND RESUBMIT meets U240. 0 MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM Wind loading based on both gable and hip roof types. f CHECKING IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCERT OF TOE PROJECT ANC GENERAL COMPLIANCE WRN THE INFORMATION IN TOE- F: DOCOMENIS.ANT ARDOR NAOWN AROYE.6 SUBJECT TO TN(RE- (}' EGO N OWREMENTS OF THE PLANS AND SPECIFICATIONS.CONTRACTOR IS RES400. vv�P a�GGVYVV 1�1 SIDLE MOO:OMeNSIOTW WHICH SHALL SE FABRICATED AND CORRELATE2 AT THE NNL SITE;FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUC9IX1: '4.. is'1y� I.. COORDINAT ON OF THEIR WORN WITH THUR OF ALL OTHER TRADES:AND THE C. ^14 SATISFACTORY PERFORMANCE OF THEIR mom. EXPIRATION DATE:1213112025 I BY 9Y L'`ARM- v l DATE 4.5.2C24 04/01/2024 "WARNING** READ AND FOLLOW ALL NOTES Inc. ON THIS DRAWING! Truss Components of Oregon, IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require eme care in fabricating handling,shipping,installing and bracing. Cornelius Refer to and follow the latest edition of BCSI(Building Coelius 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 outerwise,top chord shall have proper)Y attached structural sheathing and bottom chord shalt have a properly attached rigid ceilin Locations shown forppe�rmanent lateral restraint of webs shall have continuous lateral restraint((CLR),installed with diagonal bracing installed on the CLR per'BCSI sections B3,B7,or B10,as applicable. ADoly plates to each face of buss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.Refer to job's General ALPINE' 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 A,,,TW CD CO ry truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawing indicates acceptance_f professional enngtLneenng responsibilitysolely for the design shown.The suitabilityand use of This drawing for any structure is the responsibility of the BuildinglJesigner per ANSI/TPI 1 Sec.2. North Building,4th Floor • For more information see these web sites:Alpine:alpineetw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:471594 MONO Ply: 1 Job Number. 1223001 Gust:R 7175 JRer:1XYK71750005 T37 ' FROM:MG Oty: 6 Dartmouth DrwNo: 092.24.1006.19337 Truss Label: H1 / CA 04/01/2024 4712 T'11.1 15'10.1 23'10'4 2r' I 4712 I 3.3'4 I T11.1 I 843 I 3Y92 I r2x4 G f3]R F 11 111 -tics 3Ir 2 = I v F EE or C .3x 1I. _ _1 = .ax s - I. s3xs01. - =WM =3KS x oats 3 -41'12 1 1974 , 3-"I 4z12 3'9'4 711'1 N43 3'1'12 42'12 I rY 11 I 1510'1 I 23'ID< I 2T 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:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.020 K 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.043 K 999 240 N 145 /- /- /149 /14 /268 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.006 I - - M 1918 /- /- /1031 /71 /- Des Ld: 73.00 EXP.B Kzt:NA HORZ(TL): 0.013 I - - I 1963 /- /- /1057 /84 /- Mean Height:55.17 ft NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.552 N Brg Wid=5.5 Min Req=1.5(Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.295 M Brg Wid=5.5 Min Req=1.7(Truss) I Brg Wid=5.5 Min Req= (Truss) Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.918 fac Loc.from endwall:Any FT/RT:2(0)/4(0) Bearings N,M,&I are a rigid surface. Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 Chords Tens.Comp. Chords Tens.Comp. Lumber Top chord 2x6 DF-L#2 B-C 102 -959 D-E 143 -912 Bot chord 2x6 DF-L#2 C-D 135-1114 Webs 2x4 DF-L#2 W1,W2,W3,W4, W5 2x4 DF-L Standard+DF-L Stud; Maximum Sot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens.Comp. Bracing (a)Continuous lateral restraint equally spaced on L-K N-M 903 -330 K-J 929 -232 member. 3 -330 J-f 929 -232 Loading Maximum Web Forces Per Ply(lbs) Truss designed for unbalanced snow loads. Webs Tens.Comp. Webs Tens.Comp. Wind M-B 159-1675 E-I 200 -1325 B-L 1305 -72 I-F 228 -964 Wind loads based on MWFRS with additional C&C L-C 106 -714 member design. Left end vertical exposed to wind pressure.Deflection meets U240. Right end vertical exposed to wind pressure. At O PROp, Deflection does not meet U240. .4. Ese I N4B,p 4Lp Right cantilever is exposed to wind (f. 17932 PE 0y SUBMITTAL REVIEW Wind loading based on both gable and hip roof types. t 7 Cr iiirNO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT f / ❑ MAKE CORRECTIONS NOTED ❑ SUBMITSPECIFIEDREM CHECFJIM IS ONLY FOR`FNMA-CONFORM"NCE,7:THE OESION CgBEVT CO THE CONTRACT DOCUMENTS. ANYLL ACTION SANCE WITH THE ISUBJEC TTO NI ENE- OR O OOIS OF THE L NS ACT10N CIpWN"ROVE B CONTRACTOR ACT R IS ES RE- y(�'EtjQIV SIDLEFQUIREMERIATNSUPLANSCH SHALL FARN'IS.EDROCORISRE,AT {'' . THE J FOR:K FABRICATION WINCH PROCESSES HE AND TECHNIQUES S O COBSTTHJ TI At 44r` 1 4 CO JOB STION OF I EININ ORKCESSESATTEALL OTHER TRADES: t COORDINATION E FORM WORK THE THAT a ALL iRMES:AND THE a� 1.i SATISFACTORY PERFORMANCE OF TNE1H WORK EXPIRATION DATE:12/3112025 I BY * .- DATE 4.5.2024 04/01/2024 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss canponenlsotOregon,Inc. "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box466 Trusses require a eme 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 WI and'SBCA)for safety practices pnor to performing these functions. Installers shall provide temporary (503)357-2116 bracing per BGSI.Unless noted Otherwise,top chord shall have propen1,attached structural sheathing and bottom chord shall have a property attached n id ceiling.Locations shown for permanent lateral restraint o webs shall have continuous lateral restraint(CLR),installed with diagonal bfacing installed on the CLR per SCSI sections B3,B7,or B10,as applicable. Apply plates to eac of truss and position as shown aboveand the Joint Details, unless noted otherwise. Refer to drawings 160A-Z'for standard plate positions.Refer to job's General ALPINE' 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 drawingor cover page "" °"`"" listing this drawing indicates acceptance of professional erloineenn responsibility solelyTor the design shown.The suitabilit and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec-2. North Building,4th Floor For more information see these web sites:Alpine:alpineilw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:484166 MONO Ply: 1 Job Number. 1223001 Cost R 7175 JRef,1XYK71750005 T38 FROM:MG Qty: 6 Dartmouth DrwNo: 092.24.1006.30227 Truss Label: H2 / CA 04/01/2024 I Tt111 15'101 231174 2T rn•1 I r1r1 I ems I 31.12 I 0.5 e z s3xs 4 v n IX: � WB tt 13x5 R IIIIL S3%5 I Ai 1, ..4 -�. M3XS a4X5 a,I. •G e3x5 II T'1011 f 181B .1 a.-..I I T11'1 I 1s1O.1 I ems I '27 I Ti1.1 23'1O'4 Loading Criteria(pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21,2 Ce:1.1 VERT(LL): 0.021 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): Risk Category:I ( ): 0.032 D 999 240 L 576 I- /- /314 /36 /273 BCDL: 10.00 9 ry I Snow Duration:1.15 HORZ(LL): 0.005 G - - K 2137 /- /- /955 /192 /- Des Ld: 73.00 EXP.B Kzt:NA HORZ(TL): 0.008 F - - H 1995 /- I- /922 /165 /- NCBCLL:0.00 Mean Height:55.17 ft Building Code: Creep Factor:2.0 Wind reactions based on MWFRS TCDL:6.O psf L B Wid=5.5 Min Re Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.848 r9 q=1.5(truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.303 K Brg Wid=5.5 Min Req=1.9(Truss) Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.760 H Brg Wid=5.5 Min Req= ac(Truss) Bearings L,K,&H are a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:23.02.04.0123.13 Chords Tens.Comp. Chords Tens.Comp. Lumber Top chord 2x6 DF-L#2 B-C 122-1051 C-D 125 -767 Bot chord 2x6 DF-L#2 Webs 2x4 DF-L#2 W1,W3 2x4 DF-L Standard+ Maximum Bot Chord Forces Per Ply(Ibs) DF-L Stud;W9 2x6 DF-L f12; Chords Tens.Comp. Chords Tens. Comp. Bracing L-K 123 -559 I-H 810 -226 J-I 810 -226 (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 65 -461 D-H 192 -1145 TC:From 101 Of at 0.00 to 101 plf at 4.67 K-B 199-1809 H-E 231 976 TC:From 59 plf at 4.67 to 59 Of at 22.92 B J 729 63 TC:From 101 plf at 22.92 to 101 Of at 27.00 BC:From 40 plf at 0.00 to 40 plf at 27.00 TC: 276 lb Conc.Load at 4.67,9.08,11.58,16.00 18.50,22.92 Wind .11) FROFP Wind loads based on MWFRS with additional C&C i(s EH0!Mttr .SM member design, % f End verticals exposed to wind pressure.Deflection U 17932 PE ay SUBMITTAL REVIEW meets U240. 44. 9 INO EXCEPTIONS TAKEN 0 REVISE AND RESUBMR Right cantilever is exposed to wind r 0 MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM Wind loading based on both gable and hip roof types. CHECKING MorRY FOR CFNERAM CONFORMANCE W.IRE DESIGx CWwEPT OF THE PROJECT AND GENERA COAHnMNCE W.THE INFORMATION IN ME CONTRACT oOCIWENTs.ANY ACTIN SHOWN ABOVE.IS SUBJECT TO THE RE OTiEGt3 N QUIRES.s OF THE PANG AND SPECIF.TIONS.CONTRACTOR ISRES.DN- F:, GIDIE FOR DIMENSIONS WHICH SRALL BE FABR.TED AND CORREAT.AT �A THE NIB ATE:FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION: 4Cr t,WO Q. COORDI HEIR OF T WORN WITH THAT OF ALL OTHER MOCK AND THE 1- 44 SATISFACTORYc,ony PERFORMM2E OF THEW WORM R A N.. BYcWD4E- DATE4.5.2C24 EXPIRATION DATE:12f31f2D25 04/01/2U24 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "UNPO tTANT'" 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 Comnefrus OR 97113 Component Safety Information,by TPI andSBCA)for safety practices irior to perforTning these functions. Installers shall provide temporary (503)357-2118 bracingper BCSI.Unless noted otherwise,topchord shall have properly attached structural sheathing and bottom chord shall have a properly attached n id ceilin Locations shown for ranent lateral restrN of webs shall have continuous lateral restraint(CLR),installed with diagonal bracing installe on the CLR per SCSI sections B3,B7,or B10,as applicable. AZpply plates to each face of truss and position as shown aboveand on the.joint Details, unless noted otherwise. efer to drawings 160A- for standard plate positions.Refer to lob's General ALPINE' Notes page or 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 ANSUPI 1, or for handling, shipping, installla ion and bracing of trusses. A seal on this drawingor cover page "R N`°""" listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown.The suitabilit and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor • For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:484168 MONO Ply: 1 Job Number: 1223001 Cust:R 7175 JRef:1XYK71750005 T30 ' FROM:MG Qty: 34 Dartmouth DrwNo: 092.24.1006.33553 Truss Label: H3 / CA 04/01/2024 711'1 1610'1 23'1O4 2T T11.1 I ,I., I 873 I C1m2 I I3145 F ..3x5 E 12 '� 4 v 4X5 0 iC � 9 tt I 1 B °°°°..g.gt°........'ll ,.,... (e) A WB : _ r. 1 24 1 T--I T11'1 1 rim ( ' 59'3 I 3'1'12 I 7111 15'10.1 23'10'4 27 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Oef ICSI Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE.7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.078 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure;Closed Lu: - Cs:1.00 VERT(CL): 0.118 B 999 240 L 2013 I- /- /909 /165 /273 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.025 F - - H 2687 /- /- /1234 /227 /- Des Ld: 73.00 EXP,B Kzt.NA HORZ(TL): 0.038 F - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:55.17 ft BuildingCode: CreepFactor:2.0 L Wid=5.5 Min Req 6.0 psf Brg =2.1(Truss) Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.856 H Brg W id=5.5 Min Req=2.5(Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.517 Bearings L&H are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.887 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp- GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.02.04.0123.13 A-B 241 -2688 C-D 172 -1555 Lumber B-C 182-1840 Top chord 2x6 DF-L#2 Bat chord 2x6 DF-L#2 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 DF-L#2 W1,W3 2x4 DF-L Standard+ Chords Tens.Comp. Chords Tens.Comp. DF-L Stud;W6 2x4 DF-L#1&Bet.;W9 2x6 DF-L#2; L-K 125 -559 J-I 1525 -261 Bracing K-J 2449 -438 I-H 1525 -261 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Special Loads A-L 157-1879 J-D 881 -66 ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac=1.15) A-K 2495 -228 D-H 241 -2134 TC:From 101 plf at 0.00 to 101 plf at 4.67 K-B 312 -441 H-E 231 -973 TC:From 59 plf at 4.67 to 59 plf at 22.92 B-J 207 1061 TC:From 101 plf at 22.92 to 101 plf at 27.00 BC:From 40 plf at 0.00 to 40 p11 at 27.00 TC: 276 lb Conc.Load at 4.67,9.08,11.58,16.00 18.50,22.92 Wind Wind loads based on MWFRS with additional C&C `j.. HE Ore, member design. ♦ � € fq 0Lp End verticals exposed to wind pressure.Deflection U� 17932 PE O� SUBMITTAL REVIEW meets L/240. �W 4 if NO EXCEPTIONS TAKEN ❑ REVISE AND RESUBMIT Right cantilever is exposed to wind 0 MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM Wind loading based on both gable and hip roof types. f CHECNIRG IS ONLY FOR GENERAL CONFORMANCE WITH TIE MINN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION IN THE. CONTRACT DOCUMENTS.MIT ACTION SHOWN A60YE.IS SUBJECT TO THT IO RE- QUIREMENTS OF THE PLANS AND SPECIFICATIONS CONTRACTOR W RESbTF OR.EGV N A RIME FOR: FAWSIMis WHICH SHALL BE FABRICATED AND CORRELATE,AT F THE MS-SITE:FABRICATOR PROCESSES AND TECHNIQUES OF CONSTRUCTOR COORDINATOR OF THEIR WON WITH THAT OF ALL OTHER TRACES AND THE 447 25,WA `Ct. SATISFACTORY PERFORMANCE OF THEIR WORN. A 4 BY 4A:A. DATE 4.55.2 24 EXPIRATION DATE:12131/2025 ()4/01/2024 "WARNING*" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. IMPO tTAN FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses reQuire exireme care in fabricating handling,shipping,installing,and bracing._Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component 5gf-ety Information,by TPI and SBCA)t safety practices ppnor to ppearforming these functions. Installers shall provide temporary (503)357-2118 bracingper BCSI.Unless noted otherwise,top chord shall have rlv attached structural sheathing and bottom chord shall have a properly attach rigid ceiling.Locations shown fopermanent lateral restraint off webs shall have continuous ateral restraint(CLR),installed with diagonal bracing installed on the CLR per SCSI sections B3,B7,or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.Refer to job's General ALPINE' Notes page or additional information. Alpine,a division of ITW Buikling Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the PvmN DNPAN truss in conformance with ANSITTPI 1, or for handling, shipping,,i nstallation and bracing of trusses. A seal on this drawing or cover page listing this drawing,indicates acceptance of professional enngqrneenng responsibilitysolelyfor the design shown.The suitability and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Glenview,IL 60025 SEQN:471597 MONO Ply: 1 Job Number: 1223001 Gust R 7175 JRef:1XYK71750005 T26 FROM:MG Qty: 22 Dartmouth DrwNo: 092.24.1006.36717 Truss Label: H5 / CA 04/01/2024 I 5'9'13 I 117'10 -I 5'9'13 111.5X4 C >21 100000000040000000000111113.5 RI:, t1F- _ E D /3x5 I3x7 J 117'10 i I 5'9'13 I 5'9.13 59'13 11710 I ' Loading Criteria(pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefllCSI Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct 1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.010 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT CL: 0.022 B BCDL: 10.00 Risk Category:II ( ) 999 240 F 867 I-- I- /451 /12 /144 EXP:B Kzt:NA Snow Duration:1.15 HORZ(LL): -0.003 C - - D 867 /- /- /476 /43 /- Des Ld: 73.00 HORZ L Mean Height 52.61 ft (T ) 0.006 C Wind reactions based on MWFRS NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 F Brg Wid=5.5 Min Req=1.5(Truss) Soffit 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.393 D Brg Wid=3.5 Min Req=1.5(Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.219 Bearings F&D are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.757 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate T Chords Tens Comp. yPe(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 A-B 129 -849 Lumber Top chord 2x6 DF-L#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x6 DF-L#2 Chords Tens.Comp. Webs 2x4:DF-L Standard+DF-L Stud: E-D 730 -281 Wind Wind loads based on MWFRS with additional C&C Maximum Web Forces Per Ply(Ibs) member design. Webs Tens.Comp. Webs Tens.Comp. End verticals exposed to wind pressure.Deflection A-F 146 -775 B-D 272 -901 meets U240. A-E 772 -107 Wind loading based on both gable and hip roof types. �.tO PROPfi SNOI NEpR Ags ls N. 1T932 PE ®9 SUBMITTAL REVIEW ko Cr ISO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT 4. ` ❑ MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM El CHECNHK M ONLY FOR 60.111.CONFORMANCE W.THE DESIGN COMMIT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION M 111E- CONTRACT DOCUMENTS ANY ACT ON SHOWN ABOVE IS SUBJECT TO TIT RE. OR E{sO N OUMEMENTS OF THE PLANS AND SPECIE FABRIC.CONTRACTOR W REYON- TOE T FOR:oMASSI003 wMCN ESsE eE fABRKATED ANo CORRELAro AT THE me SRE FABRICATIONORDCEssssAHD TECHMOUEE OF ADESTRHCNON: 40 25,59�5 �+ COORDINATION OF THEIR WORN OW.F THAT OF ALL OTHER TRADES:AND THE A L SATISFACTORY PERFORMANCE OF THEIR WORK I EXPIRATION DATE:12/31/2025 I BY ctAL--—1~1 DATE 4.5.2C.24 04/0l/2024 *`WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Toes Components of Oregon,Inc. IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require a me care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Saffe�ty Information,by TPI and SBCA)Tor safety practices poor to pertaining these functions. Installers shall provide temporary (503)357-2118 brad per BCSI.Unless noted otherwise,top chord shall have property attached structural sheathingand bottom chordshall have a properly attached rigid.ceiling.Locations shown forpermanent lateral restraint of webs shall have continuous ateral restraint Lit),installed with diagonal bPacing installed on the CLR per BCSI sections B3,B7,or B10 as applicable,Apppl shown above and on the,joint Details, unless noted otherwise. Refer to drawings 16)A- for plates Meaate'pos of�aed o Jobs as Notes page for additional information. P Pos t positions.Refer to job's General ALPINE' Alpine,a division of ITW Buildinq 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 drawl or cover page listing this drawing indicates acceptance of professional errl1a�ineenng responsibilitysolely-for the design shown.The suitability and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building I,signer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Glenview,IL 60025 SEQN:484181 MONO Ply: 1 Job Number: 1223001 Cust:R 7175 JRef:tXYK71750005 T4 FROM:MG Qty: 3 Dartmouth DrwNo: 09224.1006.39950 Truss Label: H6 / CA 04/01/2024 I 711.1 1710'1 24' T 119 ( T11.1 I 8195 I 1114 E / 12 45 4 Er,- o sacs wT .3xs e k) OVA WB 111 _ 1 1 N IEmmmimimaili I3I` wI458 m3X5 :405 MOM GL I. 24' 1 Ti1.1 T11.1 I. T11.1 I 1510.1 I 24' I 7-.1 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefUCSI Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in Inc Udell L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21,2 Ce:1.1 VERT(LL): 0.080 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.122 B 999 240 K 2052 /- /- /930 /168 /259 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.022 E - - L 2540 I- /- /1163 /214 /- Des Ld: 73.00 EXP:B Kzt:NA HORZ : 0.034 E - - Wind reactions based on MWFRS Mean Height:55.17 ft RL)NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 K Brg Wid=5.5 Min Req=2.2(Truss) Soffit 2.00 BCDL 4.2 psf IBC 2018 Max TC CSI: 0.864 L Brg Wid=5.5 Min Req=2.7(Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.585 Bearings K&L are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.899 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(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:23.02.04.0123.13 A-B 246-2750 C-D 165 -1655 Lumber B-C 191 -1939 Top chord 2x6 DF-L#2 Bot chord 2x6 DF-L#2 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 DF-L#2 W1,W3 2x4 DF-L Standard+ Chords Tens.Comp. Chords Tens.Comp. DF-L Stud;W6 2x4 DF-L#1&Bet.;W7 2x6 DF-L#2; K-J 93 -544 1-H 1620 -273 Bracing J-I 2509 -448 H-G 1620 -273 (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-K 161 -1916 I-D 910 66 TC:From 101 plf at 0.00 to 101 plf at 4.67 A-J 2556 -233 D-G 234 -2210 TC:From 59 plf at 4.67 to 59 plf at 22.92 B-I 206-1019 E-G 224 -990 TC:From 101 plf at 22.92 to 101 plf at 27.00 BC:From 40 pit at 0.00 to 40 plf at 24.00 BC:From 4 Of at 24.00 to 4 pif at 27.00 TC: 276 lb Conc.Load at 4.67,9.08,11.58,16.00 18.50,22.92 Wind 4Qg INNDfifi Wind loads based on MWFRS with additional C&C to �6G �# sQr member design. to 17932 PE o SUBMITTAL REVIEW End verticals exposed to wind pressure.Deflection 9 �meets U240. NO EXCWTIONSTAKES 0 REVISEAND RESUBMIT Wind loading based on both gable and hip roof types. f ,/,jA,/ ❑ MARECORRECTIONS NOTED ❑ SUBMRSPECIFlED ITEM CHEMIN°IS ONLY FOR OMER%CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROTECT AND GENERAL COWHAND.WITH THE INFORMATION IN THE CONTRACT DOCUMENTS.ANY ACTIN SHOWN ABOVE M SUBH:CT To THE RE. OREGO fV QUIREMENTS OF THE PLANS AND SPECIFICATIONS CONTRACTOR IS RES)OR n �Y- A- MBLE FOR:DIMENSIONS WIRER SHALL BE FABRICATED AND CORRELATES AT • %Y Ta (�. THE MO SITE;FABRICATION PROCESSES MD TECHNIQUES OF CONSTRUCTION; COORDINATION OF THEIR WORN WITH THAT OF ALL OTHER TRADES;AHO THE y 1- SATISFACTORY PERFORMPMCE OF THEIR WORN. EXPIRATION DATE:1273112025 1 BY 'tl'a- DATE 4. .21 4 04/01/2024 "WARNING" READ AND FOLLOW ALL NOTES ON THIS IRAWINGI Truss Components of Oregon,Inc IMPO tTANTA' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.gox488 Trusses reowre a me care in fabricating handling,shipping,installing and tracing. RRRefer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,byTPI Rend'SBCA)for safety practices nor to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted c se,top chord shall have pronedpv attached structural sheathi and bottom chord shall have a properly attached rigid ceiling.Locations shown for rmanent lateral restraint of webs shall have continuous�fateral traint(CLR),installed with diagonal bracing installed on the CLR per BCSI sections B3,B7,or B10,as applicable. Apply plates to each�ce of truss and position as Shownpage above and.on the Joint Details, unless noted otherwise. Refer to drawings160A-Z for standardplateALPINE' Notes a e for additional information. positions.Refer to job's General 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 ANSIfTPI 1, or for handling shipping,,install ion and bracing of trusses. A seal on this drawl or cover page A`IT �"""Y listing this drawing indicates acceptance of profession'I en meenn responsibility solggly7or the design shown.The suitability and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Bui ding-DDesigner per ANSITTPI 1 Sec.2. North Building,4th Floor • For more information see these web sites:Alpine:alpineilw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Glenview,IL 60025 SEQN:484188 MONO Ply: 1 Job Number: 1223001 Cust:R 7175 JRef:1XYK71750005 T46 ' FROM:MG Qty: 5 Dartmouth DrwNo: 092.24.1007.01167 Truss Label: H7 / CA 04/01/2024 I 8'10 I 148.1 ( 2262 I 26'5"12 I 301P 6'1P T11.1 7'11.1 3'9"11 4'4'4 _ H 81.5X4 - G i3X5 F 0495 E 12 11 4 iaXI S N9 03E5 � �1 i4X5 ' k B TLE A �. 101 FED _ 1 I3X7 .4%5 =3X5 E•4X5=3X54 E3X7 I O 1 196.12 1 4'5.4--1 11 610' Tit't T11'1 38"ii 4'4'4 6Y0• I 149'1 I 22'62 I 26'5'12 I 3010• I 3-.1 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.053 C 999 360 Loc R+ /R- 1 Rh /Rw /U 1 RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.078 C 999 240 A 290 /- I- /128 /13 /309 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(TL): 0.011 J - - N 2260 /-31 /- /1030 /209 /- Des Ld: 73.00 EXP:B Kzt:NA HORZ(TL): 0.017 J - - J 2519 /- 1- /1112 /232 /- NCBCLL:0.00 Mean Height:54.05 ft Building Code: Creep Factor.2.0 0 654 /- /- /239 /76 /- TCDL 6.0 psf Wind reactions based on MWFRS Soffit: 2.00 IBC 2018 Max TC CSI: 0.957 BCDL:4.2 psf A Brg Wid=1.5 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.432 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.489 N Brg Wid=5.5 Min Req=2.4(Truss) Loc.from endwall:Any FT/RT:2(0y4(0) J Brg Wid=5.5 Min Req=2.3(Truss) 0 Brg Wid=5.5 Min Req=1.5(Truss) GCpi:0.18 Plate Type(s): Bearings N,J,&0 are a rigid surface. Wind Duration:1.60 WAVE VIEW Ver:23.02.04.0123.13 Members not listed have forces less than 375# Lumber Maximum Top Chord Forces Per Ply(Ibs) Top chord 2x6 DF-L#2 Chords Tens.Comp. Chords Tens.Comp. Bot chord 2x6 DF-L#2 Webs 2x4 DF-L#2 W1,W3 2x4 DF-L Standard+ A-B 181 -710 C-D 92 -806 DF-L Stud;W9 2x6 DF-L#2; B-C 172-1886 D-E 81 -680 Bracing Maximum Sot Chord Forces Per Ply(Ibs) (a)Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens.Comp. member. M-L 1625 -206 K-J 542 -160 Special Loads L-K 542 -160 ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Maximum Web Forces Per Ply From 101 plf at -6.71 to 101 plf at -2.25 (Ibs) TC:From 59 plf at -2.25 to 59 pit at 22.91 Webs Tens.Comp. Webs Tens.Comp_ TC:From 101 plf at 22.91 to 101 plf at 27.00 B-N 355-2131 E-J 163 -1717 BC:From 40 plf at 0.00 to 40 plf at 24.00 BC:From 4 plf at 24.00 to 4 plf at 27.00 B-M 1674 -245 J-F 121 -764 TC: 276 lb Conc.Load at-2.25,2.16,4.66,9.08 C-L 133-1250 F-I 410 -32 11.58,16.00,18.50,22.91 00 PROPF L-E 877 -69 G-I 202 -882 Wind g,��r. EµGI NEE". Slri Wind loads based on MWFRS with additional C&C 5� 17932 PE Oy member design. a y SUBMITTAL REVIEW Right end vertical exposed to wind pressure. r NO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT Deflection meets U240. f ❑ MAKE CORRECTIONS NOTED ❑ SUBMIT SPECIFIED REM Wind loading based on both gable and hip roof types. MEOW.ISO,a,FOR.NERAL F,...WITH IRE DESK CONREPT OF ME PROJECT ANO GENERAL COMPLIANCE WITH THE INFORMATION IN THE. {��.(i�/ J± CO.LACT DOCUMENTS.ANT ACTION SOM.ABOVE a SUBJECT TO MI RE- QUIREMENTS Y�MF�NEGON OWREMENTS OF THE PLANS AND SPEMFICATION4.COD.ACTOR IS RESPON- SIBLE 4 'S4i 2S,1'1+�° ME Joe SITE;FAB ICAR TNIN EMSLONS PROCNESSESLL NANO TECHNTIp�1ESNOOF CONSTRUCTION t, ''S COORDMRHON OF THEIR WORN WITH THAT OF ALL OTHER TRADES:AND THE TS SMISFACRRn PERPORMANCE OF THEM WORN. EXPIRATION DATE:1213112025 I BY a.K- DATE4.5.2C24 04/01/2024 *"WARNING** READ AND FOLLOW ALL NOTES ONN THIS DRAWING! Thies Components of Oregon,u10 **IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require a eme care in fabricating,handling,shipping,instal ing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI ant?SBCA)te safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown forge rmanent lateral restraint OT webs shall have continuous lateral restraint(CLR),installed with diagonal bracing instal ed on the CLR per BCSI sections B3,B7,or 610,as applicable. Apply plates to each face of truss artd position as shown above and on the.point Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.Refer to job's General ALPINE' Notes page or additional information. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,anyfailure to build the An RW oNPA F truss in conformance with ANSIffPI 1, or for handling, shipping, Installation and bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawing indicates acceptance of professional engmeenng responsibility solelyror 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. North Building,4th Floor • For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Glenview,IL 60025 SEQN:484191 MONO Ply: 1 Job Number: 1223001 Gust:R7175 JRef:1XYK71750005 T48 ' FROM:MG Qty: 1 Dartmouth DrwNo: 092.24.1007.07723 Truss Label: H8 / CA 04/01/2024 I 8'10' I 49'1 I 22'8'2 i 26512 I 30'10' i ENO` T11'1 T119 3'T Tl 4'4.4 H 11114 G F - -E d117 W9 as c B T A kl 10I I7�-!. _ _ 113x7 ro TA L ;dK J B3x71 A 30'10' 1 1' 1310' T11'1 T11.1 35'11 4'4'4 6'10• ( 145'1 I 22'8'2 _I 26'592 I 30'10' ' 3'-� 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:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pt:21.2 Ce:1.1 VERT(LL): 0.006 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: WOO Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.008 G 999 240 A 295 /- 1- /131 /13 /309 BCDL: W.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.004 I - - N' 218 /- /- /99 /19 I- Des Ld: 73.00 EXP.B Kzt:NA HORZ(TL): 0.006 I - - Wind reactions based on MWFRS Mean Height:54.05 ft BuildingA Wid=1.5 Min Req 0.00 TCDL:6.0 psf Code: Creep Factor:2.0 Brg =- Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CST: 0.912 N Brg W id=288 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.267 Bearing N is a rigid surface. Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.528 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.02.04.0123.13 A-B 179 -710 Lumber Top chord 2x6 DF-L#2 Maximum Web Forces Per Ply(Ibs) Bot chord 2x6 DF-L#2Webs Tens.Comp. Webs Tens. Comp. Webs2x4DF-L#2W1,W32x4DF-LStandard+ B-N 317-1198 L-E 164 -630 DF-L Stud;W9 2x6 DF-L#2; M-C 306-1080 G-I 202 -887 Bracing (a)Continuous lateral restraint equally spaced on member. Special Loads ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 101 plf at -6.71 to 101 plf at -2.25 TC:From 59 plf at -2.25 to 59 plf at 22.91 TC:From 101 plf at 22.91 to 101 plf at 27.00 BC:From 40 plf at 0.00 to 40 plf at 24.00 BC:From 4 pIt at 24.00 to 4 plf at 27.00 TC: 276 lb Conc.Load at-2.25,2.16,4.66,9.08 11.58,16.00,18.50,22.91 ¢t4 PROfiF Plating Notes gif' chGINEp", 'rS, All plates are 3X5 except as noted. CI 17932 PE otie p SUBMITTAL REVIEW Wind Cr Wind loads based on MWFRS with additional C&C �xo t7fcEPNONSTAKQ1 0 REVISEANO RESUBMIT member design. ❑ MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM f CHEM°.M ONLY FOR GENERAL CONFORMANCE WON THE DFSION COMER, Right loa Vertical exposed t0 wind pressure. ' OF THE PROJECT AND GENERAL COMPl14NCE WON THE INFORMSTNIN MI FIE CONTRACT DOCUMENTS.ANY ACTION SHOWN ABOVE S SUBJECT TO E Deflection meets U240. OREGON QOIREMENTI OF THE PLANS AND SPECIBCATIONS.CONTRACTOR IS R�ron- Wind loading based on both gable and hip roof types. y 'Nh SOME FOR:DIMEHSIONN WHICH SHALL BE FABRIGTED AND CORRELATE/AT '44T jSi MA r{Y THE JOB ME;FABRIGITNW PROCESSES AND TEM...OF CONSTRUCTION; COORDINA008 OF THEIR WORN WIN THAT OF ALL OTHER TRADES:AND THE C A SATISFACTORY PERFORMANCE OF THEIR WORK EXPIRATION DATE:12/3112025 I BY Tau DATE 4. .2 O. I 04/0I/2024 "WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Boo 488 Trusses require a erne care in fabricating handling shipping,installing and bracing..Refer to and follow the latest edition of BCSI(Building Comelius OR 97113 Component Safety Information,by WI end SBCA)Mr safety practices rior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BSI.Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shall have a property attached n id ceiling.Locations shown forpermanent lateral restraint of webs shall have continuous rateral restraint(CLR),instated with diagonal bracing installed on the CLR per BCSI sections B3,B7,or 810,as applicable. Apply plates to each face of' ss and position as shown aboveand on the,Joint Details, unless noted otherwise. Refer to drawings 160A- for standard plate posi trutions_Refer to job's General ALPINE* Notes page for aditional information. Alpine,a division of ITW Building Components Group Inc.shall not be re nsible for any deviation from this drawing,any failure to build the .NIIW COMPANY truss in conformance with ANSI, PI 1, or for handling, shipping' installation and bracing of trusses. A seal on this drawingor cover page N listing this drawing,indicates acceptance of professional enr1g�_I_neenng responsibility solely-for the design shown.The suitabilit and use of this 155 Harlem Ave drawing for any strcture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:aipineitw.com;TPI:tpinstorg;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Glenview,IL 60025 SEQN:484194 MONO Ply: 1 Job Number: 1223001 Cust:R 7175 JRef:1XYK71750005 T44 FROM:MG Qty: 3 Dartmouth DrwNo: 09224.1007.11277 Truss Label: H9 / CA 04/01/2024 1 6137 1 110 141r1 I 22'B"2 1 265.12 1 3BiQ• J 6'6"6 42"3 4'07 ]'i i"i 3'9-11 4'4"4 -1 _ 1 11.5X4 - H 114X5 G i4X5 F 12 4 W10 •3X f4X5 5 D 11 E4X5 b 5x C B /� T H1lX) ll Ait II 110I 11 rites ' - R4X8 m3X5 -3X5 m4X5 m4X5 113X7 P 1 24'3'10 1 1Ir e'6"8 62"1/ 7Y 1.1 31 4'4"4 6'6.6 I 14'9.1 I 22'8.2 I 266112 I 30'10- I 3'--I 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:25.0 Ct:1.1 CAT:II PP Deflection in hoc Udefl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:212 Ce:1.1 VERT(LL): 0.081 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.120 D 999 240 A 291 /- I- /127 /14 /307 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.020 D - - 0 2708 /- /- /1230 /248 /- EXP:B Kzt:NA Des Ld: 73.00 HORZ(TL): 0.029 D - - P 2545 /- /- /1157 /212 /- NCBCLL:0.00 Mean Height:54.05 ft Building Code: Creep Factor:2.0 Wind reactions based on MWFRS TCDL:6.0 psf A B Wid=1.5 Min Req Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.766 = Load Duration:1.15 TPI Std: 2014 Max BC CSI: 0.559 0 Brg Wid=5.5 Min Req=2.9(Truss) MWFRS Parallel Dist:0 to h/2 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.691 PB Brg Wid=5.5 Min Req surface.2 (Truss} Loc.from endwall:Any FT/RT2(0)/4(0) Memberse 0&i are a haverieif csless GCpi:0.18 Plate Types): not listed forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:23.02.04.0123.13 Chords Tens.Comp. Chords Tens.Comp. Lumber Top chord 2x6 DF-L#2 A-B 175 -703 D-E 185 -1894 Bot chord 2x6 DF-L#2 B-C 115 -538 E-F 163 -1768 Webs 2x4 DF-L#2 W1,W2,W3, C-D 247-2672 F-G 130 -1092 W4 2x4 DF-L Standard+DF-L Stud; W 10 2x6 DF-L#2; Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens.Comp. Bracing (a)Continuous lateral restraint equally spaced on O-N 1924 -188 L-K 1582 -211 member. N-M 2483 -250 K-J 822 -152 M-L 1582 -211 Special Loads ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Maximum Web Forces Per Ply(Ibs) TC:From 101 plf at -6.41 to 101 plf at -1.95 Webs Tens-Comp. Webs Tens.Comp. TC:From 59 plf at -1.95 to 59 plf at 23.22 B-O 181 -956 F-K 164 -1666 TC:From 101 Of at 23.22 to 101 plf at 27.30 O-C 291 -2510 K-G 1654 -145 BC:From 40 plf at 0.00 to 40 plf at 24.30 BC:From 4 plf at 24.30 to 4 plf at 27.30 C-N 736 -74 G-J 179 -1875 TC: 276 lb Conc.Load at-1.95,2.47,4.97,9.38 0-M 115-1038 H-J 203 -776 11.88,16.30,18.80,23.22 1 �� PROp� M-F 795 -6set)Wind gsvic. COGI Nttk 8� Wind loads based on MWFRS with additional C&C 7, 17932 PE o SUBMITTAL REVIEW member design. w y Right end vertical exposed to wind pressure. �wo EXCEPTIONS TAKEN 0 RENSEANo RESUBMIT Deflection meets U240. 1 ❑ MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM Wind loading based on both gable and hip roof types. CHECKING IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT CE 1HE PRO1ECi AND GENERAL COMPIMMCE WITH THE INFORMAiiIIH W TNE- q }s r,, CONTRACT pOCDMEHis.ANY ACRON sNOWN AITH T 6.ANFOZT I O THE RE- 1JrLEV O N OUMEMERTs OF THE PUNS AHD HALL B FABRICATED AND TOR Is CORRELATED CO ( THE J FOR:WE;FABRICATION WHICH PROCESSES A D TECHNIQUES SO CONSTR 0Ji N; j C1 THE M0I600N OF THEIR WORKWITRTHAT f DU OU ER TRADES: AND THE l _ Air ,1gq'+ {{,: eoORONunox Of THEM NCA WON THAT of DU OTHER TRnDEs:AND rHE. r S DATKFACIORY PERFORMANCE OF TNEIR WORK. EXPIRATION DATE:12/31/2035 BY o - DATE 4.5.2C.24 (14/01/2024 "WARNING'" READ 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 wareme 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 andSBCA)ter safety practices poor to performing these functions. Installers shall provide temporary (503)357-2119 bracing p r BCSI.Unless Hated otherwise,top chord shall have pfopetiV attached structural sheathing and bottom chord shall have a properly attached rigpid ceiling.Locations shown forpermanent lateral restraint of webs shall have continuous lateral repaint(CLR),installed with diagonal bracing installed on the CLR per SCSI sections 03,B7,or B10,as applicable. Apply plates to each face of truss and position as shown abovea d the Joint Details, unless noted otherwise. Refer to drawings 160A- for standard plate positions.Refer to job's General ALPINE' Notes page or additional information. Alpine,a division of 11 W Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,a failure to build the ASDWEOMPANY 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 155 Harlem Ave listing this drawing indicates acceptance of professional enngqm� eenng responsibility solely TQr the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building esigner per ANSI/TPI 1 Sec. . North Building,4th Floor For more information see these web sites:Alpine:alpineilw.00m;TPI:tpinstorg;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:484198 MONO Ply: 1 Job Number: 1223001 Cost:R 7175 JRef:1XYK71750005 T64 FROM:MG Qty: 7 Dartmouth DrwNo: 092.24.1007.14750 Truss Label: H10 I CA 04/01/2024 8'6"6 ( 18'8"10 i 1dI •3"1 I 22'6"2 i_ 26'g-14 i fifi"8 42-3 4'0'7 T71"t 6'1"13 H2X4 G g4X5 11. 12 / WB 4 t7 0115 ti tat 0 1 a a /1B 4 1e) W] T : /////r WS n A �iI •8.1C1 ■ - = II-J 54X8 -3X5 =3X5 C4X5 13X7 H - 1 223)6 1 1Id 6'6"6 1 B'2'll i 7'11"1 1 6'1"13 28714 i Y 6'6"6 14'4'1 278"2 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct.1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pt:21.2 Ce:1.1 VERT(LL): 0.065 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.095 D 999 240 A 294 /- /- /129 /14 /278 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.019 H - - L 2548 /- /- /1160 /229 /- Des Ld: 73.00 EXP.B Kzt:NA HORZ(TL): 0.028 H - - H 1864 /- /- /886 /137 /- NCBCLL:0.00 Mean Height:53.21 ft TCDL:6.0 psf Building Code: Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.727 A Brg Wid=1.5 Min Req=- Load Duration:1.15 TPI Std: 2014 Max BC CSI: 0.510 L Brg Wid=5.5 Min Req=2.7(Truss) MWFRS Parallel Dist:0 to h/2 H Brg Wid=3.5 Min Req=2.0(Truss) Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.938 Bearings L&H are a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:23.02.04.0123.13 Chords Tens.Comp. Chords Tens.Comp. Lumber A-B 174 -629 D-E 150 -1562 Top chord 2x6 DF-L#2 B-C 145 -465 E-F 166 -1424 Bot chord 2x6 OF-L#2 C-D 217-2391 Webs 2x4:DF-L Standard+DF-L Stud:W5,W6, W7 2x4 DF-L#2;W8 2x6 DF-L#2; Maximum Bat Chord Forces Per Ply(Ibs) Bracing Chords Tens.Comp. Chords Tens.Comp. (a)Continuous lateral restraint equally spaced on L-K 1747 -176 J-1 1274 -189 member. K-J 2208 -230 I-H 1274 -189 Special Loads -----(Lumber Dur.Fac.=1.15/Plate Our.Fac=1.15) Maximum Web Forces Per Ply(Ibs) TC:From 101 plf at -6.41 to 101 plf at -1.95 Webs Tens.Comp. Webs Tens.Comp. TC:From 59 plf at -1.95 to 59 plf at 22.29 B-L 179 -943 D-J 115 -1074 BC:From 40 plf at 0.00 to 40 plf at 22.29 L-C 275-2279 J-F 878 -66 TC: 276 lb Conc.Load at-1.95,2.47,4.97,9.38 11.88,16.30,18.80 C-K 609 -65 F-H 184 -2023 Wind Wind loads based on MWFRS with additional C&C tO PROF member design. � � LNG!N#0 .,n'nIPs. , Right end vertical exposed to wind pressure. °+ l N.Deflection meets U240. 4,/ht iT931 PE o SUBMITTAL REVIEW Wind loading based on both gable and hip roof types. �NO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT i ❑ MAKE CORRECTIONS NOTED 0 SW3MITSPEGflED ITEM CHECKING IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONIEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION IN FHE- /��y �v' ,` CONTRACT DOCUMENTS.ANY ACTION SHOWN PROVE.5 SUBJECT TO THE RE- l7:. V rSEV O f! WIRE/4MS OF THE PLANS AND SPECIFICATIONS.CONTRACTOR 5 RES ION. .� R' THE JOR�SITE;FFAABMCATHW PROCESSES AND TEDNE OS100FS OF WNSETRu ON 4 r 110 f4• COORDINATION OF THEW WORN WITH THAT OF ALL OTHER TRADES:AND THE P t SATISFACTORY PERFORMANCE OF THEIR WORK. C p BY "" DATE 4. . 124 I EXPIRATION DATE:12/31/2025 04/01/2024 "WARNING" READ 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 S@f�ety Information,by TPI and SBCA)for safety practices poor to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BC:51.Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for'oermanent lateral restraint of webs shall have continuous lateral restraint(CLR),installed with diagonal bracing installed on the CLR per BCSI sections B3,B7,or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z'for standard plate positions.Refer to job's General ALPINE' otes page or additional information. Alpine,a division of ITW Buildin1gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AY H truss in conformance with ANSI fPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drewin or cover page listing this drawing,indicates acceptance of professional err1�Ineenng responsibilityytor the design shown.The suitability and use of this 155 Harlem Ave drawing for any stn/cture is the responsibility of the Buildingl/esigner per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinstorg;SBCA:sbcacomponents.com;ICC:is safe.org;AWC:awc.org Glenview,IL 60025 SEQN:471602 GABL Ply: 2 Job Number: 1223001 Gust:R 7175 JRef:1XYK71750005 T33 FROM:MG Qty: 1 Dartmouth DrwNo: 092.24.1007.35637 Page 1 of 2 Truss Label: HDS / CA 04/01/2024 i 5 $ 2 Complete Trusses Required I a„,. I area I Ism rn7 I SSTS POs I 7,22 I 1 Ass I 0.1 rxaa Or 1 .411111111 Ili " ae li Ilil I 1111 AG AO 16Xt CSxS 1 ERNE I I. T„-,< I >n•T ! TIM Isla I SA, I R"gz I 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:25.0 Ct:1.1 CAT:II PP Deflection in Loc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.040 S 899 360 Loc R+ /R- (Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.042 S 861 240 AJ*168 /- /- /416 /238 /11 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.139 R - - AJ /-6432 EXP:B Kzt:NA HORZ L: 0.145 R - - Al /-1375 Des Ld: 73.00 Mean Height 55.21 ft � ) Ali /-747 NCBCLL:0.00 Building Code: Creep Factor:2.0 TCDL:6.0 psf IBC 2018 Max TC CSI: 0.730 AG (-340 Soffit: 2.00 BCDL:4.2 psf Load Duration:1.15 TPI Std: 2014 Max BC CSI: 0.354 AD /-444 MWFRS Parallel Dist:0 to h/2 AC /-1689 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.935 AB /-993 Loc.from endwall:Any FT/RT2(0y4(0) AA /-200 GCpi:0.18 Plate Type(s): V /-5023 Wind Duration:1.60 WAVE,HS VIEW Ver:23.01.02.0731.17 Wind reactions based on MWFRS Lumber Loading AJ Brg Wid=285 Min Req=- Top chord 2x6 DF-L#2 Truss transfers a maximum horizontal load of Bearing AJ is a rigid surface. Bot chord 2x6 DF-L#2 23278#( 870.00 plf)along top chord,from either Members not listed have forces less than 375# Webs 2x4:DF-L Standard+DF-L Stud:W1,W2,W6, direction,to supports where indicated.Diaphragm and Maximum Top Chord Forces Per Ply(Ibs) W7,W9,W10,W11,M18,M19,M20 2x4 DF-L#2; connections are to be designed by Engineer of Record. Chords Tens.Comp. Chords Tens.Comp. W8 2x4 DF-L 2400f-2.0E; Drag Loads:Force(#) (PLF) Mbr Start End q_g 3726-3788 J-K 4989 -4975 Case 1: 23278 870.00 TC 0.00 26.76 Bracing 23278 979.70 BC 0.00 23.76 B-C 4244-4277 K-P 4327 -4305 (a)Continuous lateral restraint equally spaced on Truss designed to support 0-0-0 top chord outlookers C-H 5696-5705 P-R 1387 -1411 member. and cladding load not to exceed 3.00 PSF one face H-J 3064-3056 and 24.0"span opposite face.Top chord must not be Nailnote cut or notched,unless specified otherwise. Maximum Bot Chord Forces Per Ply(Ibs) Nail Schedule:0.120"x3",min.nails Trues desigpad fnr unbalanced snow loads Chords Tens.Comp. Chords Tens.Comp_ Top Chord:1 Row @ 3.25"o.c. SUBMITTAL REVIEW Bot Chord:1 Row @ 3.25"o.c. AJ-AI 1877-1875 AC-AB 1314 -1329 Webs :1 Row @ 4"o.c. 41N0EXCEPTIONSTAKEN 0 RENSEANDRESUBMIT At-AH 1879-1837 AB-Z 1013 -1027 Use equal spacing between rows and stagger nails ❑ MAKE CORRECTIONS NOTED 0 SUBMITSPECIFED REM AH-AC 2229-2228 Z-V 2585 -2600 in each row to avoid splitting. CHEM.n ONO'FOR GENERAL CONFORMANCE W.ME DEM.CONCEPT OF ME PROJECT AND GENERAL CDMPTIANc FORMATION Ni TIE- Maximum Web Forces Per Ply(ibs) Plating Notes CONMACT DOCUMENTS.ANT ACTION To THE RE- Webs Tens.Comp. Webs Tens.Comp. OF THE PLANS AN RESPON All plates are 1.5X4 except as noted. SRBEE FOR:OMENSIONS YNx c ED AT THE KM SRC FABRICATION TECNNIO F ON: A-AJ 3229-'1T 2 AH-C 2583 -.2/30 (")1 plate(s)require special positioning.Refer to CODRDN1AP0N OF TME'" E,„n3tdy°st" 9D E A-Al 4148-4117 C-AC 3491 -3505 scaled plateplot details for special SATISFACTORY PERFOR pec positioning requirements. BYu" DATE _ B 2837-3043 AC J 2561 -2639 B-AH 2944-3013 J-V 3906 -3921 Wind Wind loads based on MWFRS with additional C&C Maximum Gable Forces Per Ply(Ibs) member design. f Gables Tens.Comp. Gables Tens.Comp. End verticals exposed to wind pressure.Deflection n OREGON q. AB-AT 506 -529 AU-K 325 -410 meets L/240. 4ir 25,INA 4, Right cantilever is exposed to wind A 4 Wind loading based on both gable and hip roof types. 1 EXPIRATION DATE:12131/2025 04/01/2024 "WARNING'"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! Teas Components of Oregon,Inc. **IMPORTANT*. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 ComponentSafety Information,by WI and SBCA)ion safety practices Odor 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 gid ceiling.Locations shown for Permanent lateral restraint of webs shall have continuous lateral restraint(CLR),installed with dlibk diagonal bracing installed on the CLR per SCSI sections B3,B7,or B10,as applicable. Apply plates to each face of truss and position as shown above and the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.Refer to job's General ALPINE' Notes page or additional information. Alpine,a division of ITN Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any.failure to build the AN F<GMPANr truss in conformance with ANSI, PI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawing,indicates acceptance of professional I engineering responsibilitysolely for the design shown.The suitability and use of this North Building,4th Floor drawing for any structure is the responsibility of the B ding-Designer per ANSI/TPI 1 Sec_2. North w,IL 0025 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org SEQN:471602 GABL Ply: 2 Job Number: 1223001 Cust:R7175 JRef:1XYK71750005 T33 FROM:MG Qty: 1 Dartmouth DrwNo: 092.24.1007.35637 Page 2 of 2 Truss Label: HDS / CA 04/01/2024 Additional Notes Uplift connections required.See uplifts in R-and U columns of Maximum Reactions table. See DWGS A20030ENC160118&GBLLETIN0118 for gable wind bracing and other requirements. �i~6 PROpE, g;f caGIlac S6,, S. 17932 PE O IS w, Y SUBMITTAL REVIEW sr ONO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT y 0 MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED REM y` °KCMG M ONLY FOR IIENENEL CONFORMANCE WITH RE DEMON CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION N THE- E n {?TtEGON ? CONTRACT DOM/MENIS,ANY ACTION SHOWN ABOVE,IS RANIECT TO DS RE- / D OF THE PUNS AND SPECIFICATIONS.CONTRACTOR IS RES)f. stsa FORE DIMFI WHICH SHALL RE FABRICATED AND CORRELATE>AlAT ~ 'k4Y rs,y S v COORDINATION Of THEIR MEMO WE: WORE PROWITH THAT OF ALL OMER TRADES:ES AND TECHNIQUES OF �ME A t- SATISFACTORY PERFORMANCE OF THEIR WORK. EXPIRATION DATE:12131/2025 I BY fug-J4e.J{ DATE 4 .21 4 04/01/2024 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT.' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.BDR4sa Trusses require extreme care in fabricating,handling,shipping,instal mg and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,b TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide terhporary (503)357-2118 bracing per SCSI.Unless noted o tleiwise,top chord shall have proper) attached structural sheathing and bottom hall have a progeny attached rigid ceiling.Locations shown forpermanent lateral restraint of websshall have continuous Lateral restrainth(�CLdR),installed with /41661/4 diagonal bracing installed on the CLR per SCSI sections B3,B7,or B10,as applicable. Apply plates to each ace of truss and position as shown aboveand the.joint Details, unless noted otherwise. Refer to drawings 160A-Z'for standard plate positions.Refer to job's General ALPINE Notes page for additional information. Alpine,a division of ITW Buildincq.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 155 Harlem Ave listing this drawing indicates acceptance of professional enrx�neenng responsibility solely-for the design shown.The suitabilit and use of this drawing for any structure is the responsibility of the BuildingUesigner per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:is safe.orq;AWC:awc.org Glenview,IL 60025 SEQN:471603 GAOL Ply: 2 Job Number: 1223001 Gust:R 7175 JRef:1XYK71750005 T36 ' FROM:MG Qty: 1 Dartmouth DrwNo: 09224.1007.46947 Page 1 of 2 Truss Label: HDS1 / CA 04/01/2024 i 5 5 2 Complete Trusses Required rn, I 118. ",rs I'1!11' 173 I r,IT I F'F1i uxa <PT H1.a.4N`, Y. i. Or 1ILuk !JIl1lIL 1 SI 1 s•--I Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSl Criteria A Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:If PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.088 AK 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.185 AK 999 240 AR*870 /- /- /744 /66 /661 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.024 V - - Z 5071 /- I- /2961 /405 /- Des Ld: 73.00 EXP.B Kzt:NA HORZ(TL): 0.060 V - - AP /-849 NCBCLL:0.00 Mean Height 55.17 ft Building Code: Creep Factor.2.0 Wind reactions based on MWFRS TCDL 6.0 psf AR B W id=54.5 Min Re Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.467 q-- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 WI Std: 2014 Max BC CSI: 0.589 Z Brg W =5.5 Min Req=2.3(Truss) Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.853 Bearings AR&Z are a rigid surface. Loc.from endwall:Any FTIRT:2(0)<4(0) Members not listed have forces less than 375# 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:23.01.02.0731.17 Lumber Loading A-G 193-2225 L-M 259 -2737 G-K 248-2665 M-N 195 -2099 Top chord 2x6 DF-L#2 Truss transfers a maximum horizontal load of K-L 259-2741 N-T 595 -697 Bot chord 2x6 DF-L#2 3000#( 111.13 plf)along top chord,from either Webs 2x4:DF-L Standard+DF-L Stud:W2,W4,W7, direction,to supports where indicated.Diaphragm and W 9,W 10,W 11,M25,M27,M28 2x4 DF-L#2; connections are to be designed by Engineer of Record. Maximum Bot Chord Forces Per Ply(Ibs) W5 2x12 DF-L#2;W8 2x4 DF-L#1&Bet.; Drag Loads:Force(#) (PLF) Mbr Start End Chords Tens.Comp. Chords Tens.Comp. Case 1: 3000 111.13 TC 0.00 27.00 Bracing 3000 BC 0.00 AR-AO 1496-1497 Al-AH 2358 -221 AO-AN 149E-1497 AH-AE 2094 -194 (a)Continuous lateral restraint equally spaced on Truss designed to support 0-0-0 top chord outlookers AN-Al 2093 -192 AE-Z 2089 -193 member. and cladding load not to exceed 3.00 PSF one face and 24.0"span opposite face.Top chord must not be Nailnote cut or notched,unless specified otherwise. Maximum Web Forces Per Ply(Ibs) Nail Schedule:0.120"x3",min.nails Truss designed for unbalanced snow loads. Webs Tens.Comp. Webs Tens.Comp. Top Chord:1 Row @ 7.75"o.c. A-AR 113-1299 Al-M 1591 -153 Bat Chord:1 Row @12.00"o.c. A-AN 2168 -187 M-AH 204 -1935 Webs :1 Row @ 4"o.c. AN-G 63 -569 AH-N 1684 -163 Use equal spacing between rows and stagger nails in each row to avoid splitting. G-Al 674 -208 N-Z 276 -2986 Special Loads Dur.Fac. 1.15 Plate Dur.Fac.=1.15= / R�9 P DFF Maximum Gable Forces Per Ply(Ibs) -----(Lumber ) .k µeN Nat,q Sa, Gables Tens.Comp. Gables Tens.Comp. TC:From 109 plf at 0.00 to 109 plf at 27.00 g f BC:From 40 plf at 0.00 to 40 plf at 27.00 s, 17932 PE O* Il AO-AX SEIBMIVALBVIEW 41 -389 TC:2500 lb Conc.Load at 14.50 NO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT PL:2500 lb Conc.Load at(14.93,50.83) ce 9 } o MAKE CORRECTIONS NOTED 0 SUBMIT SPECIRED ITEM Plating Notes aNECNIxc a axN.r Fox cExERM caHFaRMANCE wrtx TxE oEs1cH cORPEPT All plates are 1.5X4 except as noted. OF THE PROJECT AND GENERAL COMP.NW'F W.THE INFORMATION Ni THE- CONTRALR DOCUMFXIS..W ACTIOH sIfOWN.tBOYE.6 s11BlEcr TO TN[R6 (**)1 plate(s)require special positioning.Refer to OREGO N OOHIEM W s OF THE PUNS CHo SPECIFICATIONS.M R/ ED AND TOR IS RES AT.AT A 5181E FOR;E:FAHRIONS WINCH RE FIRRICATEO AND CON AT scaled plate plot details for special positioning Ia 4 THE JOG SHE:FNORNCEIRW PROCESSESWORM THAT OF All O HEROF TRADES: CONSTRUCTION::AN requirements. J4Y 2. 1ftl '1/4.- ' COORDINATION OF THEIR WORM WITH THAT OF ALL OTHER TRRDES:AND THE E aVt SA/SFAenn.Y PERFORMM0CE OF THEIR WORN. BYup* _ l DATE 4. .2124 EXPIRATION DATE:12/31/2025 1 04/01/2024 **WARNING" READ 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,instaling.and bracing..Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI end'SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing pe r BCSI.Unless noted otherwise,top chord shall have piewiy attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint(CLR),installed with diagonal bracing installed on the CLR per BCSI sections B3,B7,or B10,as applicable. Apply plates to each face of buss and position as shown above and ad on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.Refer to job's General ALPINE' Notes page for ditional 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 ANS�PI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawl or cover page 155 Harlem Ave A4nW nMPAH listing this drawing,indicates acceptance of professional erl�Ineenng 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. North Building,4th Floor • For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEON:471603 GABL Ply: 2 Job Number: 1223001 Cust:R 7175 JRef:1XYK71750005 T36 FROM:MG Qty: 1 Dartmouth DrwNo: 092.24.1007.46947 Page 2 of 2 Truss Label: HDS1 / CA 04/01/2024 Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets L/240. Right cantilever is exposed to wind Wind loading based on both gable and hip roof types. Additional Notes See DWGS A20030ENC160118&GBLLET1N0118 for gable wind bracing and other requirements. gt4 PROP �i� 001 Nkp Ar'S c 17g32 PE a- SUBMITTAL REVIEW 61$cr INO D(CEPUONS TAKEN ❑ REVISEAND RESUBMIT 77[[[���y}}}((,,rr^^ f 1 ❑ MAKECORRECTIONS NOTED ❑ SUBMITSPEGFlED ITEM ' + CHECNIND 6 MILT FOR GENERAL CONFORMANCE W.THE DESIGN CONCEPT \\I.f' OF THE PROJECT AND GENERAL COMPLIANCE W.THE INFORMATION DI THE. (t ¢� pr/y�{ CONTRACT DOCUMENT.ANY ACTION SHOWN ABOVE M SUBJECT TO TN F R. \\ O REGON 4 QUIREMENTS OF THE PUNS AND SPECIFICATIONS.CONTRACTOR IS RES-ON "��.. T SIBLE FOR:DIMENSIONS WINCH SHALL BE FABRICATED AND CORRELATE)AT 441,IS,50 4' THE MSS.:FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUC'ION: '% COORMNATIM OF THEIR WORM W.THAT DF ALL OTHER TRADES:ANN THE F A L SATISFACTORY PERFORMANCE OF MEIR WORD. EXPIRATION DATE 12/3112025 I BY T'L4z---44"J 1 DATE 4.5.2 C.24 04/01/2024 '"WARNING" READ AND FOLLOW ALLNOTES ON..THIS DRAWING! Truss Components of Oregon,Ono BOIMPORTANTA` FURNISH THIS DRAWING TO ALL ONTRACTORS INCLUDING THE INSTALLERS P.O.Boo 466 Trusses require a me care in fabrlcatino handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by WI and'SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2116 bracing per SCSI.Unless noted otherwise,top chord shall have props Y attached structural sheathing and bottom chord mall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint((CLR,installed with diagonal bracing installed on the CLR per BCSI sections B3,B7,or B10,as applicable. Apply plates to each tempt'truse and position as shown aboveand on the,joint Details, unless noted otherwise. Refer to drawings 160A- for standard plate positions.Refer to job's General ALPINE Notes page for additional information. Alpine,a division of ITW BuildinQQCComponents 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 155 Harlem Ave listing this drawing indicates acceptance of professional enncc��rneenng 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. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Glenview,IL 60025 SEQN:471604 MONO Ply: 2 Job Number: 1223001 Cost.R7175 JReL1XYK71750005 T55 • FROM:MG Qty: 1 Dartmouth DrwNo: 092.24.1007.53663 Truss Label: HDS2 / CA 04/01/2024 1 5 > 2 Complete Trusses Required 7'11'1 1510'1 23'10,1 2T P11.1 I r11.1 ! 00.3 ! 3'1'12 r21 ."1:E 4 13 v ,°5 13 iii..LT T 1 _ ... .....k...A „ s4X5 H IONS w6. 0. 5 a3x5 1 20 j 3-I Y1,'t ]'1t'1 e0'3 31Y2 F r•1,'1 1s'101 I rr,o•a I zr l 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:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.042 B 999 360 Inc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.050 B 999 240 L 1733 /- /- /3389 /1552 /5800 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.063 F - - H 2291 /- I- /1752 /96 /- EXP.B Kzt:NA HORZ L: 0.085 F - - Wind reactions based on MWFRS Des Ld: 73.00 Mean Height:55.17 ft � ) L Wid=5.5 Min Req=1.8 cuss NCBCLL:0.00 Building Code: Creep Factor 2.0 Brg (Truss) TCDL:6.0 psf IBC 2018 Max TC CSI: 0.284 H Brg W id=5.5 Min Req=1.5(Truss) Soffit: 2.00 BCDL:4.2 psf Bearings L&H are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.349 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.590 Members not listed have forces less than 375# P n9 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT2(0)/4(0) Chords Tens.Comp. Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver..23.01.02.0731.17 A-B 1511 -2706 C-D 840 -1521 Lumber Additional Notes B-C 1450-2241 D-E 1221 -1286 Top chord 2x6 DF-L#2 Uplift connections required.See uplifts in R-and U Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x6 DF-L#2 columns of Maximum Reactions table. Chords Tens.Comp. Chords Tens.Comp. Webs 2x4 DF-L#2 W 1,W 3 2x4 DF-L Standard+ DF-L Stud; L-K 2898-2884 J-I 629 -131 Nallnote K-J 1416 -335 I-H 629 -131 Nail Schedule:0.120"x3",min.nails Top Chord:1 Row @11.50"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-L 805-1658 J-D 571 -161 Use equal spacing between rows and stagger nails in each row to avoid splitting. A-K 2619-1517 D-H 120 -888 K-B 503 -634 H-E 115 -486 Loading B-J 455 -930 Truss transfers a maximum horizontal load of 5800#( 214.85 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 ,,*,D PROP p Case 1: 5800 214.85 TC 0.00 27.00 4 cegl NEgq d's. 5800 BC 0.00 ea i• Truss designed for unbalanced snow loads_ w 17933 PE * SUBMITTAL REVIEW Wind �NO EXCEPTIONSTAKEN ❑ REVISE AND RESUBMIT Wind loads based on MWFRS with additional C&C j" / ❑ MAKE CORRECTIONS NOTED 0 SUBMRSPECIFlED ITEM member design. *C7 cxEc,uxc s mnr Eax GENERAL OONFORMO.NCE WITH THE Darex cow(1r OF THE PROTECT AMD GEXERAE COMPnANCEWRx THE IRFORMATION W THE End verticals exposed to wind pressure.Deflection O EGDN o rtnACT DOCUMEH S ANV AD ION SNOWN,ROVE n GOATEc To TH(RE. meets U240. OOIREMENTS OF THE Pura AND sPECIRCATIONS.CONTRACTOR Is REslON Ei THE TOR sin:FABRICATION PROCESSES AND TECHNIQUES OF COMSTR0CTro k Right cantilever is exposed to wind STE.F00 DIMENRIO.WHICH SHALL BE FABRICATED AND CORRELATE>AT day�• 4 COORDINATION DP THEIR WORN WITH THAT OF A11 OTHER TRADES:AND THE Wind loading based on both gable and hip roof types. �F A sA sFACroar PERFORMANCE OF xERwDRN EXPIRATION DATE:12/31/2025 I BY u.i DATE 4. .- I_4 04/01/2024 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Tens Components of Oregon,Inc. NhioRTANTER FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses regLiff'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 TPIe one'SBCA)1-or safes/practices prior to performing these functions. Installers shall provide ternporary (503)357-2118 brae per BCSI.Unless noted oTheiwise,top chord shall have properly attached structural sheathing and bottom chord shall h ve a progeny attached n id ceilinngq.Locations shown for ermanent lateral restraint of webs shall have continuous!ateral restraint(CLR),installed with diagonal bracing installed on the CLR per SCSI sections 133,B7,or B10,as applicable. A ply plates to each face of and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z•fdr standard plate positions.Refer to jobs General ALPINE' Notes page or additional information. Alpine,a division of ITW Buildin ccomponents Group Inc.shall not be responsible for any deviation from this drawing,any.failure to build the AN WTELILAH. truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 155 HarlemAve listing this drawing indicates acceptance of professional eneenng responsibility solely for the desi gn shown.The suitability and use of this North Building,drawing for any str naiucture is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 4th Floor • For more information see these web sites:Alpine:aipineilw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:471605 GABL Ply: 2 Job Number: 1223001 Dust R 7175 JRet[1XYK71750005 T61 FROM:MG Qty: 1 Dartmouth DrwNo: 092.24.1009.34537 Pagel of 2 Truss Label: HDS3 / CA 04/01/2024 I 5 S 2 Complete Trusses Required I nvi 7111.1 I 711.1 I SITS I 3+,2 I CFM) MT �v3 I I')fa � ` 11111 -. .4FE "H% _w, E, I OF I I r,,, f' 7.1111 ,S,G, I WO, 231001 I Fr I Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pl in PSF) DeflICSI Criteria A Maximum Reactions(Ibs),or R=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udell L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.018 P 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.020 P 999 240 AP168 /- /- /216 /39 /11 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.059 P - - AF /-2107 Des Ld: 73.00 EXP.B Kit:NA HORZ(TL): 0.066 P - - AE /-1144 Mean Height:55.17 ft BuildingCode: Creep Factor.2.0 AA /-211 NCBCLL:0.00 TCDL 6.0 psf Z /--325 Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.347 Load Duration:1.15 TPI Std: 2014 Max BC CSI: 0.155 T /-1810 MWFRS Parallel Dist:0 to h/2 Wind reactions based on MWFRS Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.802 AF Brg Wid=288 Min Req=- Loc.from endwall:Any FT/RT:2(0u4(0) Bearing AF is a rigid surface. GCpi:0.18 Plate Type(s): Members not listed have forces less than 375# Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 Maximum Top Chord Forces Per Ply(Ibs) Lumber Loading Chords Tens.Comp. Chords Tens.Comp. Top chord 2x6 DF-L#2 Truss transfers a maximum horizontal load of A-B 1990-2093 H-N 1953 -1937 Bot chord 2x6 DF-L#2 9179#(340.00 plf)along top chord,from either B-F 2183-2217 N-P 534 -558 Webs 2x4:DF-L Standard+DF-L Stud:W2,W4,W5, direction,to supports where indicated.Diaphragm and F-H 1171 -1149 W6,W7,W8,W9,M16,M17,M18 2x4 DF-L#2; connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Bracing Case 1: 9179 340.00 TC 0.00 27.00 Maximum Bot Chord Forces Per Ply(Ibs) (a)Continuous lateral restraint equally spaced on 9179 382.44 BC 0.00 24.00 Chords Tens.Comp. Chords Tens.Comp. member. Truss designed to support 0-0-0 top chord outlookers AF-AE 1487-1474 AA-X 467 -497 and cladding load not to exceed 3.00 PSF one face AE-AA 1031 -974 X-T 1032 -1061 Nailnote and 24.0"span opposite face.Top chord must not be Nail Schedule:0.12(Tx3",min_nails cut or notched,unless specified otherwise. Top Chord:1 Row @ 7.75"o.c. Truss designed for unbalanced snow loads. Maximum Web Forces Per Ply(Ibs) Bot Chord:1 Row @ 7.75'o.c. Webs Tens.Comp. Webs Tens.Comp. Webs :1 Row @ 4'o.c. A-AF 1085-1303 B-AA 1699 -1798 Use equal spacing between rows and stagger nails in each row to avoid splitting. A-AE 2019-1991 AA-H 1017 -1111 AE-B 1197-1600 H-T 1572 -1567 Plating Notes at0 P 40 € All plates are 1.5X4 except as noted. i$ oat Hawk OsF (")1 plate(s)require special positioning.Refer to 6 o scaled plate plot details for special positioning U 17g32 PE .y SUBMITTAL REVIEW requirements. �' Wind zr 160 EXCEPTIONS TAKEN ❑ REVISE AND RESUBMIT ❑ MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM Wind loads based on MWFRS with additional C&C CHECKING IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT member design. l / m THE TreaEGT AND DEKERAL CGWPLMNCF WITH THE INFORMAnON W THE- YYY ////// CONTCACT OOCIOENTS.IOY ACTHIH S OOR ABOVE.6 SORIECT TO THE RE- End verticals exposed to wind pressure.Deflection f a, L? EGON OUIREMENTS OF THE MANS AND SPECIFICATIONS.CONTRACTOR IS RES'a,- meets ' SIDLE FOR:DIMENSIONS WHICH SHALL BE FABRICATED DAD CORRELATED AT meets L/240. L 'ttY YS.5g4�+ �,. THE IOB SITE:FABRICATION PROCESSES AND TECHNIQUES OF CONSTRFCION:: Right cantilever is exposed to wind p COORDINATION OF THEIR WORK WITH THAT OF ALL OTHER TNAOFS.AND THE 9 Pce C A L FACTORY PERFORMARCE OF THEIR WORK Wind loading based on both gable and hip roof types. EXPIRATION DATE:12131)7025 I BY �4N1. DATE 4.5.2C24 L14/01/2024 "WARNING'" READ AND FOLLOW AL NOTES ON THIS DRAWING! Tmss Components otoonon,Inc. utMRPORTANT"R FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 469 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 andSBCA)fo'r safety practices prior to performing these functions. Installers shall provide terhporary (503)357 211a bracing per BCSI.Unless noted otherwise,top chord shall have properlyattached structural sheathing and bottom chord hall have a propeny attached rigid ceiling.Locations shown for permanent lateral restraint of websshall have continuous lateral restraint(CLR),installer with diagonal bracing installed on the CLR per CSI sections B3,B7,or B10,as applicable. Apply plates to each face ofTtruss and position as shown aboveand the Joint Details, unless noted otherwise. Refer to drawings 160A-Tfor standard plate positions.Refer to jobs General Notes page tor 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 AN WEDNPANY truss in conformance with ANSI/TPI 1, or for handling, shipping,.installation and bracing of trusses. A seal on the drawing or cover page 155 Harlem Ave listing this drawing indicates acceptance of professional engineering responsibility solely'or the design shown.The suitability and use of this North n 4th Floor drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. Many Glenview,ILig.6 • For more information see these web sites:Alpine:aipineilw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq ` SEQN:471605 GABL Pty: 2 Job Number: 1223001 FROM:MG Cust:R 7175 JRef:0XYK71750005 T61 ' Qry: 1 Dartmouth DrvoNo: 092.24.1009.34537 Page 2 of 2 Truss Label: HDS3 / CA 0470172024 Additional Notes Uplift connections required.See uplifts in R-and U columns of Maximum Reactions table. See DWGS A20030ENC160118&GBLLETIN0118 for gable wind bracing and other requirements. �tO PROp gib EMG1 VEER '6''S r N. 17932 PE o ke IP SUBMITTAL REVIEW NO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT F f ❑ MAKE CORRECTIONS NOTED,- 0 SUBMIT SPECIFIED REM CHECKING M ONLY FOR GENERAL CONFORMANCE WITH THE LESION CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITII THE MYORM,TTTOR R THE- (' /t/�■� CONTRACT DOCUMENTS.ANY ACDON SHOWN GROWL IS SUBJECT TO THE RE- QUIREMENTS YI7 QUREMENTS OF THE PLANS AND SPECIFICATIONS.CONTRACTOR IS RESNIN- 4 SMILE FOR DIMENSIONS WHICH SHALL BE FARRMRTED AND CORRELATE)AT air ,ras THE MN SRE;FABRCATION PROCESSES AND TECHNIQUES OFCONSTRUCII. h L COORDINATION OF THEIR WORN WITH THAT OF ALL OTHER TRADES MO THE C o. SATISFACTORY PERFORMANCEOF THEIR W.A. L. EXPIRATION DATE:12/31/2025 I BY t4. `"_v 4 DATE 4. .2 24 04/01/2024 ""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of O IMPORTANT'. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0 Box468 Es0"In. Trusses require a me care in fabricating,handling shipping,instal ing.and bracing..Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA for sate performing these functions. Installers shall provide temporarryv (503 7-2118 bracingper BCSI.Unless noted ott rwise,top chord shall safety prow p attached structural sheath) and bottom shall have a properly attachd rigid ceiling.Locations shown for permanent lateral restraint RW webs shall have tinuous�lateral restraint LR),installed with diagonal bracing installed on the CLR per BCSI sections B3,B7,or B10,as applicable. Apply shown aboveand the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for plates pce Qfns.truss fed ojob's as e Notes page or additional information. platepositions.Refer to job's General ALPINE Alpine,a division of ITW BuildingComponents 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 listing this drawingindicates acceptance of profession'1 engineering responsibility solelyTor the design shown.The suitabili and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Oct ding-DDesigner per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPA:tpinst.org;SBCA:sbcacomponents.com;ICC:is safe.orq;AWC:awc.orq Glenview,IL 60025 SEQN:484160 GABL Ply: 1 Job Number: 1223001 Cust:R7175 JRef:1XYK71750005 T28 FROM:MG Qty: 1 Dartmouth DrwNo: 09224.1010.29650 Page 1 of 2 Truss Label: HDS4 / CA 04/01/2024 Tit'1 11'17 IC1r. 19'1f13 X' I 4ore I aYo'10 I s11re I avlre I 4v1 I 47�1s I I-, -I u Mxs D {{ma$ \N 1111 13 11'Ill- � i \h i, f:. 1d � � t- _: : __I ,. :k:: uw313 44Ao a ""1X .4'4,5 DUA£ -6 A:S" V3.10 I s I I ADM I 71°1 1O I 11117R I 1's10-1 I 1v10-. I za I a--I 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:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.017 J 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.019 J 999 240 AR"191 /- /- /257 /83 /18 BCDL: 10.00 Risk Category:it Snow Duration:1.15 HORZ(LL): -0.112 S - - AR /-3035 EXP:B Kzt:NA Des Ld: 73.00 HORZ(TL): 0.122 S - - AP /-278 Mean Height 55.17 ft AO /-973 NCBCLL:0.00 TCDL:6.0 psi Building Code: Creep Factor:2.0 Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.614 AN /-193 Load Duration:1.15 TPI Std: 2014 Max BC CSI: 0.268 AL /-319 MWFRS Parallel Dist:0 to h/2 AJ /-316 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.906 • Al /-405 Loc.from endwall:Any FT/RT:2(0)/4(0) AH /-291 GCpi:0.18 Plate Type(s): AF /-300 Wind Duration:1.60 WAVE,HS VIEW Ver.23.02.04.0123.13 AE J-418 Lumber Loading AD /-225 AA Top chord 2x6 DF-L#2 Truss transfers a maximum horizontal load of 1-284 Bot chord 2x6 DF-L#2 12239#( 510.00 plf)along top chord,from either Z /-562 Webs 2x4:DF-L Standard+DF-L Stud:W1,W2,W3, direction,to supports where indicated.Diaphragm and V /-211 W4,W5,W6,W8,W9,W10,W 11,W12,M23,M27 2x4 DF-L#2;connections are to be designed by Engineer of Record. W /-180 W13 2x6 DF-L#2; Drag Loads:Force(#) (PLF) Mbr Start End V /-1622 Case 1: 12239 510.00 TC 0.00 24.00 Wind reactions based on MW FRS Bracing 12239 509.94 BC 0.00 24.00 AR Brg Wid=288 Min Req=- (a)Continuous lateral restraint equally spaced on Truss designed to support 0-0-0 top chord outlookers Bearing AR is a rigid surface. member. and cladding load not to exceed 3.00 PSF one face Members not listed have forces less than 375# and 24.0"span opposite face.Top chord must not be Maximum Top Chord Forces Per Ply(Ibs) Special Loads 1,,,1.,..,,,f I. 1 f,�p�l nir c Chords Tens.Comp. Chords Tens.Comp. ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac=1.15) �� � TC:From 101 plf at 0.00 to 101 off at 4.67 ,'NO EXCEPTIONSTAXEN 0 REVISEAND RESUBMIT A-0 3676-3755 L-M 3130 -3176 TC:From 59 plf at 4.67 to 59 pH at 22.92 D-G 4476-4571 M-N 2678 -2721 TC:From 101 elf at 22.92 to 101 plf at 27.00 ❑ MAXEcoRREcnoxsNotEo 0 susMrtsPEaREo ITEM G-1 4587-4671 N-P 3223 -3275 BC:From 40 plf at 0.00 to 40 pH at 24.00 n#csNs...Lyn.chinas CONFORMANCE win.TNh u r,c... I-J 3207-3266 P-Q 1803 -1833 OF BC:From 4 pH at 24.00 to 4 pH at 27.00 CONTRACT DOCUMENT.GENERAL Acnor;SHOWN NCE""TH n CT m 1NE' - J-L 4068-4135 Q-T 2115 -2147 TC: 276 lb Conc.Load at 4.67,9.08,11.58,16.00 .HRNEMENTS OF THE RUNS AND TRINS.CONTRACTOR 1S RESPO 18.50,22.92 TMie.n FOR:D1MENSRN S NSW D AND CORRELATED AT E xx1 SITE:FABRIC or CONs,R Bo t ot Chord Forces Per Ply(ibs) COORDINATIONOF 1p4N1¢ .n. Plating Notes SATISFAC T ORY ��, CE aR"°�t. r Chords Tens.Comp. Chords Tens.Comp. All plates are 1.5X4 except as noted. BY 4 b` ,i` 17932 M �Y 4 4 AR-AP 1975-1975 AI-AF 3 -2587 ("")1 plate(s)require special positioning.Refer to AP-AO 1725-1674 AF-AE 977 -931 scaled plate plot details for special positioning / AO-AN 1428-1384 AE-AB 2122 -2091 requirements. AN-AM 748 -704 AB AA 953 -921 AM-AJ 2613-2560 AA-Z 443 -411 WindAJ-At 982 -917 Z-V 1263 -1248 Wind loads based on MWFRS with additional C&CO�tEGON member design. F':.:\ - �r a,Wei t'L� Maximum Web Forces Per Ply(lbs) End verticals exposed to wind pressure.Deflection k" p'- Webs Tens.Comp. Webs Tens.Comp. meets U240. Wind loading based on both gable and hip roof types. I EXPIRATION DATE:12131/2025 J A-AR 3043-3159 J-AE 2916 -2931 04/0 I/2024 A-AP 4114-4056 AE-N 1827 -1957 AP-D 2268-2408 N-Z 2637 -2659 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,ton IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box488 Trusses require a me care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building s OR 97113 Component Safety Information,by WI and SBCA)for safety practices rior to performing these functions. Installers shall provide temporary I503P57-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properpry attached structural sheathing and bottom chord shall have a properly attached n id ceiling.Locations shown forppeermanent lateral res rat irtt of webs shall have continuous lateal restraint(CLR),installed with diagonal bracing installed on the CLR per BCSI sections B3,B7,or B10,as applicable. Apply plates to each face ofbuss and position as shown aboveand on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.Refer to jobs General ALPINE. Notes page or 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 A,RR<oMVAN truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawing indicates acceptance of professional erlotneenng responsibility solely-for the design shown.The suitability and use of this North Building, drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Glenview, 6 4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq SEQN:484160 GABL Ply: 1 Job Number: 1223001 Cust:R 7175 JRef:1XYK71750005 T28 FROM:MG Qty: 1 Dartmouth DrwNo: 092.24.1010.29650 Page 2 of 2 Truss Label: HDS4 / CA 04/01/2024 Additional Notes D-AM 4002-3971 Z-Q 1562 -1679 Uplift connections required.See uplifts in R-and U AM-G 2501 -2683 Q-V 2305 -2336 columns of Maximum Reactions table. G-Al -1`3n-3341 T-V 257 -923 See DWGS A20030ENC160118&GBLLETIN0118 for Al-J 1990-2118 gable wind bracing and other requirements. Maximum Gable Forces Per Ply(lbs) Gables Tens.Comp. Gables Tens.Comp. D-AO 988-1095 BG-M 313 -438 AN-AW 230 -445 AF-BG 321 -450 BB-I 334 -463 BL-P 294 -423 AJ-BB 338 -469 AA-BL 302 -435 eP g P120fiF c; 17932 PE :i SUBMITTAL REVIEW Cr ONO EXCEPTIONS TAKEN ❑ REVISE AND RESUBMIT i ❑ MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM ./.- CHECKING IS ONLY FOR GENERAL CONFORMANCE WRR THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE PM THE INFORMATION IN THE. �NCONTRACT DOCUMENTS ANY ACNON SHOWN ABOVE.IS SUBJECT TO THE RE. �TSE{,`7t7111 UIREMENTS OF TIE PLANS AND SPECIFICATIONS.CONTRACTOR IS RES OW R V IT• TIBIA FOR:DIMENSIONS WINCH SHALL BE FABRICATED AND CORRELATE.AT C/ THE JOB t' 7 j5,TO / COOROW SITE:FABRICATION OF NEW WORK WRH THAT OF ALL OTHER TRADES:AESSES AND TECHNIQUES Of ND THE F• f SATISFACTORY PERFORMNNCE OF NUR WORN. A BY 9F'E'`4M DATE 4. .28 4 EXPIRATION DATE;11131f2D25 � �'_v l 041o1/2024 '*WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss COETPUORnts of Oregon Inc. IMPO tTANTO* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box46B Trusses require a me 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 bracingper BCSI.Unless noted at m-rwise,top chord shall have property attached structural sheathingand bottom chord shall have a properly attacd rigqid ceiling.Locations shown forpermanent lateral restraint int of webs shaall have continuouslateralrestraint(CLR),installed with diagonal bracing installed on the CLR per SCSI sections B3,B7,or B10,as applMable Apply plates to each face ofhuss and'osition as shown abovea the.joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.Refer to job's General ALPINE otes page or 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 ANSIf�-PI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawing,indicates acceptance of professional engineering responsibility sdelyTor the design shown.The suitabili and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineilw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Glenview,IL 60025 SEQN:484162 GABL Ply: 2 Job Number: 1223001 Cust:R7175 JRet:1XYK71750005 T31 • FROM:MG Qty: 1 Dartmouth DrwNo: 092.24.1010.52860 Page 1 of 2 Truss Label: HDS5 I CA 04/01/2024 I 5 5 2 Complete Trusses Required + 7,1 nr, ! rn+ F Min I s„a 1 I-+'s-1 ,.ti11" xs. .gi . 1101111lir 11, III T - all 1il... it �1___ 1 F n .- - AH r, VA ..1. is W t I s, I 1.11-1 r;; I s',P, ! 59.3 2310, I z,' I 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:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.027 V 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 0.029 V CL VERT : 999 240 BCDL: W.00 Risk Category:II VERT(CL): AQ*196 /- /- /280 /102 /20 EXP:B Kzt:NA Snow Duration:1.15 HORZ(LL): 0.091 V - - AQ /--3411 Des Ld: 73.00 Mean Height:55.17 it HORZ(TL): 0.097 V - - AY /-1825 NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 AL /-603 Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.432 AH /-204 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.230 AG 1--5336 03 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.661 AE f_ oo Loc.from endwall:Any FT/RT:2(0)/4(0) Z /-2840 GCpi:0.18 Plate Type(s): Wind reactions based on MWFRS Wind Duration:1.60 WAVE VIEW Ver:23.02.04.0123.13 AQ Brg Wid=288 Min Req=- Lumber Loading Bearing AQ is a rigid surface. Top chord 2x6 DF-L#2 Truss transfers a maximum horizontal load of Members not listed have forces less than 375# Bot chord 2x6 DF-L#2 13768#( 510.00 plf)along top chord,from either Maximum Top Chord Forces Per Ply(Ibs) Webs 2x4:DF-L Standard+DF-L Stud:W2,W4,W5, direction,to supports where indicated.Diaphragm and Chords Tens.Comp. Chords Tens.Comp. W6,W7,W8,M27,M28,M29,M31 2x4 DF-L#2; connections are to be designed by Engineer of Record. W9 2x6 DF-L#21 Drag Loads:Force(#) (PLF) Mbr Start End A-G 2994-3029 N-T 2926 -2911 Bracing Case 1: 13768 510.00 TC 0.00 27.00 G-L 3293-3307 T-V 807 -832 13768 573.66 BC 0.00 24.00 L-N 1766-1764 (a)Continuous lateral restraint equally spaced on Truss designed to support 0-0-0 top chord outlookers member. and cladding load not to exceed 3.00 PSF one face Maximum Bot Chord Forces Per Ply(Ibs) and 24.0"span opposite face.Top chord must not be Chords Tens.Comp. Chords Tens.Coin NallnoteP• cut or notched,unless specified otherwise. Nail Schedule:0.120"x3",min.nails AQ-AM 7222-7222 AG-AD 741 752 Top Chord:1 Row @ 5.50"o.c. AM-AG 1559-1545 AD-Z 1541 -1551 Bot Chord:1 Row @ 5.25"o.c. Weebs :1 Row @ 4"o.c. Maximum Web Forces Per Ply(Ibs) s equal spacing between rows and stagger nails Webs Tens.Comp. Webs Tens.in each row to avoid splitting. PComp. A-AQ 1707-1761 G-AG 2714 -2732 Special Loads 00--(LumberPRO Dur.Fac.=1.15/Plate Dur.Fac.=1.15 MbI Nf�R FPS A-AM 2979-2971 AG-N 1536 -1611 i L ) s, AM-G 1691 -1809 N-Z zxFJ -2332 TC:From 101 plf at 0.00 to 101 plf at 4.67 v 17932 PE 0� TC:From 59 plf at 4.67 to 59 plf at 22.92 le SUBMITTAL REVIEW TC:From 101 plf at 22.92 to 101 plf at 27.00 BC:From 40 plf at 0.00 to 40 plf at 27.00 �NO EXCEPTIONS TAKEN 0 REVISEAND RESUBMIT TC: 276 lb Conc.Load at 4.67,9.08,11.58,16.00 r #' 0 MAKE CORRECTIONS NO7E0 CISUBMRSPECIFED ITEM 18.50,22.92 l4f} IIt ECKING 6 ONENERAL CONFORMANCE W.THE OEM.CONCEPT THE PROJECTMERCslaNANYPlating Notesq. ANS AND SPECIFI.TNINS CONTRACTOR IS RESONAll plates are 1.SX4 except as noted. WMCH SNAIL BE FABRICATED AND CORRELATE,AT .POCESSES AND TECOOH ES OF CONS,HLIC'10N; (**)1 plate(s)require special positioning.Refer to NCEEU..WORK. D,xER,RAOEs:ANO HE scaled plate plot details for special positioning R requirements. + EXPIRATION DATE 12131/2025 1 BY)u:----1B.,I�, DATE 4.5.2C24 04/01/2024 l "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon Inc.WIPORTANTA* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require wareme 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 safetty practices pnor to performing these functions. Installers shall provide terhporarY (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chard shell have a properly _attached rigid ceiling'Locations shown forppeerr�manent lateral restraint of webs shall have continuous ateral restraint(c3LR),installed with diagonal bracing installed on the CLR per BCSI sections B3 B7,or B10,as applicable. Apply plates to each face of s and position as dhown aboveand n the.)pint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.Defer to job's General ALPINE* otes page or 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 NMNCOMPANY truss in conformance with ANSItTP1 1, or for handling,� shipping,,installation and bracing of trusses. A seal on this drawl or cover page "listing this drawl indicates acceptance of professional erlg!neenng responsibility solelyTor the design shown.The suitability and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor • For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Glenview,IL 60025 SEQN:484162 GABL Ply: 2 Job Number: 1223001 Cost:R7175 JRef:1XYK71750005 T31 FROM:MG Qty: 1 Dartmouth DrwNo: 092.24.1010.52860 Page 2 of 2 Truss Label: HDS5 I CA 04/01/2024 Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets L/240. Right cantilever is exposed to wind Wind loading based on both gable and hip roof types. Additional Notes Uplift connections required.See uplifts in R-and U columns of Maximum Reactions table. See DWGS A20030ENC160118&GBLLETIN0118 for gable wind bracing and other requirements. QtO PROF,E' LNt l NBpk SS 17932 PE 0 SUBMITTAL REVIEW /NO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT ,,,. ❑ MAKE CORRECTIONS NOTED ❑ SUBMRSPECIRED ITEM CHECKING MONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH IRE INFORMATION IN LINE / 'bC(�C'1\i CONTRACT DOCUMENTS.ANY ACTION SHOWN ABOVE 6 SUBJECT TO TNF RE. V REGON C EMORS OF THE PLANS AND SPECIFICATIONS.PPRAO CONTRACTOR LS RES JOM SI P l FOR ONMENSIONS WHICH SHALL BE FABRICATED AND CORRELATED I AT 4tr IS TO C, THE JOB SITE FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION: COOROBMAdI OF THEIR WORT WRN THAT OF AU.OTHER TRADES:AND THE `' SATISFACTORY�AFOIIMJWCE Oi TNflR WORK EXPIRATION DATE:1213112025 BY u` DATE 4 .2 i_4 04/U f2024 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,uro. IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require a me care in fabricating handling,shipping,instal ing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component S fety Information by TPI and SBCA)Tor safety practicespoor to performing these functions. Installers shall provide temporary (503)357-2118 brace per BC,SI.Unless noted otherwise,topchord shall have dy attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown forprmanent lateral restraint of webs shall have continuous lateral restraint(CLR),installed with /41161 diagonal bracing installed on the CLR per SCSI sections B3,B7,or B10,as applicable. Apply plates to each face of Muss and position as shown abovee and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Mr standard plate positions.Refer to job's General ALPINE Notes page or additional information. Alpine,a division of TIN 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 drain or cover page listing this drawing,indicates acceptance of professio aI enrxv Lneenng responsibility solelyTor the design shown.The suitability and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Budding-Designer per ANSI(TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:is safe.orq;AWC:awc.org Glenview,IL 60025 SEQN:484173 GABL Ply: 2 Job Number: 1223001 Gust:R 7175 JRef:1XYK71750005 T51 FROM:MG Qty: 2 Dartmouth DrwNO: 092.24.1010.59353 Page 1 of 2 Truss Label: HDS6 / CA 04/01/2024 { 5 5 2 Complete Trusses Required PIP, I MIDI rill, I "o., I s,,n I F-*,r-i IN �rI " -lism.- II I1111 _1,...1. .► I. AT I r,,, I. MIMI PM I z.w. I x,' I 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:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.018 V 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.020 V 999 240 AQ*196 1- 1- /216 /39 /20 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.059 V - - AQ /-2251 EXP:B Kzt:NA Des Ld: 73.00 HORZ(TL): 0.065 V - - AY /-1153 NCBCLL:0.00 Mean Height:55.17 ft Building Code: Creep Factor:2.0 AL /-391 TCDL:6.0 psf AG /-179 Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.292 A323 Load Duration:1.15TPI Std: 2014 Max BC CSI: 0.155 Z /-176 MWFRS Parallel Dist:0 to h/2 Z /-1760 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.872 Wind reactions based on MWFRS Loc.from endwall:Any FT/RT:2(0)/4(0) B Brg Wid= 88 Min Req=- GCpi:0.18 Plate Type(s): Bearing AQ is a rigid surface. Wind Duration:1.60 WAVE VIEW Ver:23.02.04.0123.13 Members not listed have forces less than 375# Lumber Loading Maximum Top Chord Forces Per Ply fibs) Top chord 2x6 DF-L#2 Truss transfers a maximum horizontal load of Chords Tens.Comp. Chords Tens.Comp. Bot chord 2x6 DF-L#2 9179#( 340.00 plf)along top chord,from either A-G 1991 -2025 N-T 1953 -1938 Webs 2x4:DF-L Standard+DF-L Stud:W2,W4,W5, direction,to supports where indicated.Diaphragm and G-L 2193-2207 T-V 534 -559 W6,W7,W8,M27,M28,M29,M31 2x4 DF-L#2; connections are to be designed by Engineer of Record. L-N 1178-1176 W9 2x6 DF-L#2; Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 9179 340.00 TC 0.00 27.00 Bracing 9179 382.44 BC 0.00 24.00 Maximum Bot Chord Forces Per Ply(Ibs) (a)Continuous lateral restraint equally spaced on Truss designed to support 0-0-0 top chord outlookers Chords Tens.Comp. Chords Tens.Comp. member. and cladding load not to exceed 3.00 PSF one face and 24.0"span opposite face.Top chord must not be AQ-AM 1481 -1481 AG-AD 493 -503 Nallnote cut or notched,unless specified otherwise. AM-AG 1042-1026 AD-Z 1026 -1035 Nail Schedule:0.120*x3",min.nails Top Chord:1 Row @ 7.75"o.c. Maximum Web Forces Per Ply(lbs) Bot Chord:1 Row @ 7.75"o.c. Webs Tens.Comp. Webs Tens.Comp. Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails A-AG 1129-1183 G-AG 1806 -1824 in each row to avoid splitting. A-AM 1987-1979 AG-N 1012 -1087 AM-G 1107-1226 N-Z 1536 -1559 Special Loads AED PROfiF -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.1_15) , 040I Ilk 0? sp TC:From 101 plf at 0.00 to 101 plf at 4.67 TC:From 59 plf at 4.67 to 59 plf at 22.92 a iJ932 PE 0' SUBMITTAL REVIEW TC:From 101 plf at 22.92 to 101 plf at 27.00 NOIXCEPr10NSTAKEN Cl REVISE AND RESUBMIT BC:From 40 plf at 0.00 to 40 plf at 27.00 TC: 276 lb Conc.Load at 4.67,9.08,11.58,16.00 (r3 0 MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM 18.50,22.92 i t CHECKING AS ONLY FOR GENERAL CONFORMANCE WRIT THE 0E51GM CONCEPT OF THE PROHECT AND GENERAL COMPLIANCE MTH THE,NFORMATION RI ME- Plating Notes /./ OREGON OUWOEETIERTS OF iK PPLA.ANY AND°�SPE<IFICATIOONNS.ABOVE IS AAS°ES�ON- All plates are 1.5X4 except as noted. ty V rS V �, 511 E FOR:O,MENSIONS WHICH SHALL NE FABRICATED AND CORRELATES AT 4ur we. <G, THE NM SITE FABRICATroO PROCESSES AID TECHNIQUES OF CONSTRUCTIOE. COOROMATIO5 OF THEIR WORK WITH THAT OF ALL OTHER TRADES:ANO THE el plate(s)require special positioning.Refer to SATISFACTORY PERFORMANCE OF THEIR WORN. scaled plate plot details for special positioning (* OR requirements. I EXPgtATION DATE:121310025 1 BY 'A" DATE' .2 I 4 (14/1.1 1/21)24 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *'IMPO tTANT* 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)1br safety practices pnor to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have propene attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown forpermanent lateral restraint of webs shall have continuous rateral restraint fCLR),installed with diagonal bracing insRalled on the CLR per SCSI sections B3,B7,or B10,as applicable. Apply plates to each face oftruss and position as shown aboveand on the,joint Details, unless noted otherwise_ Refer to drawings 160A-Z for standard plate positions.Refer to job's General ALPINE* otes 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 h ndiing, shipping installation and bracing of trusses. A seal on this drawing or cover page "RmW`°"°"" listing this drawing indicates acceptance of professional engrneeiing responsibility the design shown.The suitability and use of this 155 Harlem Ave drawing for any s drawing, is the responsibility of the Building-Designer per ANSI/T I 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Glenview,IL 60025 SEON:484173 GABL Ply: 2 Job Number 1223001 cost:R 7175 JRef:1XYK71750005 T51 FROM:MG Qty: 2 Dartmouth DrwNo: 092.24.1010.59353 Page 2 of 2 Truss Label: HDS6 / CA 04/01/2024 Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets L/240. Right cantilever is exposed to wind Wind loading based on both gable and hip roof types. Additional Notes Uplift connections required.See uplifts in R-and U columns of Maximum Reactions table. See DWGS A20030ENC160118&GBLLETIN0118 for gable wind bracing and other requirements. 0.-tD PROfiF �� EKG N8f,e SS, 17932 PE 0 SUBMITTAL REVIEW 44.er 9 gyr NO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT ❑ MAKECORRECTIONS NOTED ❑ SUBMIT SPECIFIED ITEM CITE B ONEH FOX GO1ERAl CONFGMANF WRH THE OESIGN CON�FyT r CNF THE PROTECT AND GENERAL COIN CE WITH THE INFORMATION IN THE. hq� }� CONTRACT DOCUMENTS.ANY ACTION SHOWN ABOVE.M SUBJECT TO TNT RE- QUIREMENTS QUIREMENTS F THE PLANS AND SPECB BONS.CONTRACTOR LS RESAON- A SIBLE FOR:DIMENSIONS WINCH SHALL BE FABRICATED AND CORRELATE>AT I` ^� !,r+ THE JOB SITE FA OFATION THEIR I PROCESSES AND TECHNIQUES OF CONSTRUCTION; I �.~ SATISFACTORY PERF MANGE F THEM WORN OTHER WORN WITH TROT OF ALL TRADES;AND THE BY c--) �"- t DATE 4.5.2C 24 EXPIRATION DATE:11f3117025 1 04/01/2024 "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "1MPO ANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require a me care in fabricatino,handling,shipping,instal ing 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 pprior to performing these functions. Installers shall provide temporary (503)357-2118 bracingper BCSI.Unless noted otherwise,top chord shall have openly attached structural sheathing and bottom chord shall have a properly _ attachh rigid ceiling.Locations shown fore rmanent lateral restraint 000000ffffff webs shall have continuous lateral restraint(CLR),installed with diagonal bracing installed on the CLR per SCSI sections B3,B7,or B10,as applicable. Apply s General pply plates to each face of truss and position as shown aboveand.on the 4oint Details, unless noted otherwise. Refer to drawings 160A- for standard plate positions.Refer to job' ALPINE Notes page or additional information. Alpine,a division of 17W Buildin2gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSITTPI 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 enrnaq_meenng responsibility solelylor the design shown.The suitability and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor • For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:484175 MONO Ply: 2 Job Number; 1223001 Gust R 7175 ,Ref 1XYK71750005 T50 FROM:MG pry: 1 Dartmouth DrwNo: 092.24.1011.06833 Truss Label: HDS7 / CA 04/01(2024 I 5 -> 2 Complete Trusses Required I m I ;,go I t+,ros I 370s' I so,tR3 I sr• 3 I r rTSN6 f3Y5 12 Ill 4 f3R5Df 3R5 'CAT ,rIW,9A. r - - ,i_ r3%t0 a6lfR M3M M X5 W:i%5 BEAMR3X5 ....4R - 1 M. 1 eO'S Z1O ''S Y 1'R F Otl'R I •I I r'OV I 135',C•1 I 17,11.3 I 4.tA.i3 I 3'_ ) Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,P(in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in Mc Udefl Uri Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.040 N 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.061 N 999 240 Q 2052 /_ /- (4548 /2675 /8500 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):B Kzt:NA -0.060 H R 2540 I- /- /1928 /214 I- Des Ld: 73.00 Mean Height:55.17 ft HORZ(TL): 0.074 H - - Wind reactions based on MWFRS NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor.2.0 O Brg Wid=5.5 Min Req=2.4(Truss) Soffit: 2.00 BCDL:4.2 psi IBC 2018 Max TC CSI: 0.278 R Brg Wid=5.5 Min Req=1.5(Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.443 Bearings O&R are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.889 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) GGpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver.23.02.04.0123.13 A-B 1632-2589 E-F 1075 -1789 Lumber Wind B-C 1761 -2886 F-G 1099 -1518 Top chord 2x6 DF-L#2 Wind loads based on MWFRS with additional C&C C- 1415-2164 G-H 751 771 E D-Bot chord 2x6 DF-L#2 145-264 Webs 2x4:DF-L Standard+DF-L Stud:W9,W10, member design. W 11,W 12 2x4 DF-L#2;W 13 2x6 DF-L#2; End verticals exposed to wind pressure.Deflection Maximum Bot Chord Forces Per Ply(Ibs) meets U240. Chords Tens.Comp. Chords Tens.Comp. Nailnote Wind loading based on both gable and hip roof types. Nail Schedule:0.120"x3",min.nails O-P 4245-4241 M-L 757 -134 Tap Chord:1 Row @ 7.50"o.c. Additional Notes P-O 2630-1719 L-K 757 -134 Bot Chord:1 Row @12.00"o.c. Uplift connections required.See uplifts in R-and U O-N 1797 -764 K-J 395 -89 Webs :1 Row©4"o.c. columns of Maximum Reactions table. N-M 1213 -304 Use equal spacing between rows and stagger nails in each row to avoid splitting. 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-Q 1352-2250 D-M 400 -848 TC:From 101 plf at 0.00 to 101 plf at 4.67 A-P 2801 -1789 M-F 767 -305 TC:From 59 plf at 4.67 to 59 plf at 22.92 P-B 927-1349 F-K 171 -841 TC:From 101 plf at 22.92 to 101 plf at 27.00 B-O 1278-1111 K-G 796 -106 BC:From 40 plf at 0.00 to 40 plf at 24.00 P BC:From 4 plf at 24.00 to 4 plf at 27.00 iG 4 p O-C 812 -849 G-J 91 943 TC: 276 lb Conc.Load at 4.67,9.08,11.58,16.00 .s,� otc 1 N4 pR 0,9. C-N 723 -914 H-J 102 -432 18.50,22.92 i 7932 PE r N_n 7f 4 -S4q Loading ,4 is _ SUBMITTAL REVIEW cc 9 r NO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT Truss transfers a maximum horizontal load of 4, .F 0 MAKE CORRECTIONS NO1ED 0 SUBMIT SPECIFIED ITEM 8500#( 354.21 plf)along top chord,from either direction,to supports where indicated.Diaphragm and CHECKING M ONLY FOR GENERAL CONFORMANCE WOO THE DEMON ONFEP connections are to be designed by Engineer of Record. °F TI E PRo ECT AND GENERA COMPUANCF wRN NE O FOM AR N N TNE- CONT6ACT OOcurnens.ANT.ACTION SHOWN ABOVE,IS M1RIECT TO THE RE. Drag Loads:Force(#) (PLF) Mbr Start End OREGO N OWREMENTS OF THE PLANS AND SFECIFICATIO S CONTRACTOR IS RESAME. Case 1: 8500 354.21 TC 0.00 24.00 n r} MERE FOR:DIMENSIONS WHICH SHALL RE FARRMATEO AND CORRELATE,AT '' r a 1,0 R. TM RDINATION O FABRICATION K WITH THA T rOF ALL TECHNIQUES OF AND xc 8500 BC 0.00 4 4* SATISFACTORY PFRFORMSACE OF THEIR WORN.. I EXPIRATION DATE:1213117025 I BY�'""" DATE 4.5.2C 24 04/0t/2024 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Tnescopgwsnrs oforegm Ins IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P. .Box 468 Trusses require extreme care in fabricating,handling,shipping, Refer or sa pe 9�is ice ing or t b erf r theseto and follown . the latest shall p of SCSI(Building 1503 357 11 97113 ComponentSafety Information,by WI and SBCA)f' fproviderhporary Isoaps7 y118 bracing per BCSI.Unless noted otherwise,top chord shall havve pprrooppssrlAvnaotttacheed structurl hathing and Installersbot cho d�shal I e a properly attached rigid ceiling.Locations shown forppe�rmanent lateral restraint of webs shell have continuous Lateral restraint(CLR)installed with .4416 diagonal bracing installed on the CI,R per BCSI sections B3,B7,or B10,as applicable. Apply plates to each face of buss and position as shown aboveand n the Joint Details, unless noted otherwise. Refer to drawings 160A-L for standardplate ALPINE' Notes page for additional information. "9 posit ons.Refer to job's General 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 ANSU�PI 1, or for handling, shipping installation_and bracing of trusses. A seal on this drawl or cover page listing this drawing indicates acceptance of professional engineering responsibility solol Tor the design shown.The suitability and use bf this 155 Harlem Ave drawing for any structure is the responsibility of the Building Uosigner per ANSI/TPI 1 5-.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Glenview,IL 60025 SEQN:484179 GABL Ply: 1 Job Number: 1223001 Cust:R7175 JRef:1XYK71750005 T39 FROM:MG Qty: 1 Dartmouth DrwNo: 09224.1011.28830 Page 1 of 2 Truss Label: HDS8 / CA 04/01/2024 t'1�9 1 70 1�0-J I a1Y6 I 3tp't0 I 3tt I }tt'61 I I :1,,'„, I 1--1A•� - .J Iii _ CO A . .t N 1 Wt3W H I b I46 )5 rill _iN►® I I t& I I r ,. . . , AR. yy - r3tct0 APAO -ANAL AJJu�AH AFAMEAD <1�15 M xto -/<5 - - - sfXD I �� I I 44tee I n1 t I 3Y1ffi 1 }11•e I COI I 0;13 I 3,-� D'6 11't09 t5Y6't 16103 M' Loading Criteria(pat) 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:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.011 Q 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.013 Q 999 240 AR'191 /- 1- /200 /26 /18 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.073 S - - AR /-2014 Des Ld: 73.00 EXP:B Kzt:NA HORZ(TL): 0.082 S - - AP /-157 Mean Height:55.17 ft NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 AO 1-633 Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.556 AL /-205 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.185 AJ 1-161 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.879 Al /-336 Loc.from endwall:Any FT/RT:2(0)/4(0) A /-151 AF /-175 GCpi:0.18 Plate Type(s): AE /-129 Wind Duration:1.60 WAVE VIEW Ver.23.02.04.0123.13 AD /-140 Lumber Loading AA /-164 Top chord 2x6 DF-L#2 Truss transfers a maximum horizontal load of Z /352 Bot chord 2x6 DF-L#2 8159#( 340.00 pif)along top chord,from either Y /-132 Webs 2x4:DF-L Standard+OF-L Stud:W1,W2,W3, direction,to supports where indicated.Diaphragm and W /-180 W4,W5,W6,W9,W 10,W 11,W 12,M23,M27 2x4 DF-L#2; connections are to be designed by Engineer of Record. V /-954 W13 2x6 DF-L#2; Drag Loads:Force(#) (PLF) Mbr Start End Wind reactions based on MWFRS Case 1: 8159 340.00 TC 0.00 24.00 AR Brg W id=288 Min Req=- Bracing 8159 339.96 BC 0.00 24.00 Bearing AR is a rigid surface. (a)Continuous lateral restraint equally spaced on Truss designed to support 0-0-0 top chord outlookers Members not listed have forces less than 37511 member. and cladding load not to exceed 3.00 PSF one face Maximum Top Chord Forces Per Ply(Ibs) Special Loads ariido2r 4. 0t span opposite face.Top chord must not be Chords Tens.Comp. Chords Tens.Comp. neCIt ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac=1.15) aliWYM A-D 2455-2534 L-N 2062 -2107 TC:From 101 plf at 0.00 to 101 plf at 4.67 INO EXCEPTIONS TAKEN ❑ REVISE AND RESUBMIT D-G 3004-3099 N-Q 2132 -2185 TC:From 59 plf at 4.67 to 59 Oat 22.92 ❑ MAKECORRECTIONS NOTED ❑ SUBMIT SPECIFIED ITEM G-J 3098-3181 Q-T 1404 -1436 TC:From 101 plf at 22.92 to 101 plf at 27.00 J-L 2687-2754 BC:From 40 off at 0.00 to 40 pif at 24.00 CRECIONG a ONLY FOR SERER.CONFORMANCE wall THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION 1N THE- BC:From 4 pH at 24.00 to 4 pif at 27.00 CONTRACT mononos.AN1'SMHiN SHOWN ARa5 a moinor a'THE no. Maximum Bot Chord Forces Per Ply TC: 276 lb Conc.Load at 4.67,9.08,11.58,16.00 INCREMENTS OF THE PLANS AND SPEaTCATTONS.CONTRACTOR IS RESPON. (Ms) ) 16.50,22.92 THE108�DOCEMAII SWaCHSalaREFABRICATEDANDCORRELATEDAT Chords Tens.Comp. Chords Tens.Comp. SIM • CHMOUES a CONSTROCTHIN: COaIORNAnON W TFI " E ,ODD TRADES AND WE SpTSFACTORY PERF.�?"1to AR-AP 1317-1316 AI-AE 1811 -1766 Plating Notes EM'T 4„ .9S AP-AO 1176-1125 AE-AB 1405 -1373 All plates are 1.5X4 except as noted. BY `3 AM _ 21 4 AO-AM 976 -932 AB-Z 625 -593 (")1 plate(s)require special positioning.Refer to AM-Al 1788-1725 Z-V 839 -823 scaled plate plot details for special positioning a i 1 A requirements. ! Maximum Web Forces Per Ply(lbs) Wind i Webs Tens.Comp. Webs Tens.Comp. Wind loads based on MWFRS with additional CSC A-AR 2024-2139 J-AE 1809 -1824 member design. 0 OREGON R. A-AP 2772-2713 AE-N 1212 -1342 End verticals exposed to wind pressure.Deflection t5, t AP-D 1503-1642 N-Z 1774 -1797 meets L/240. E A 4; D-AM 2697-2666 Z-Q 1033 -1149 Wind loading based on both gable and hip roof types. AM-G 1658-1841 Q-V 1547 -1578 EXPIRATION DATE:12/31/2025 I G-Al 2237-2257 T-V 257 -923 04/01/2024 Al-J 1228-1359 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components doregon,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)ter safety practices prior to performing these functions. Installers shall provide temporary (503)357.2118 bracing per BCSI.Unless noted oThenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a propery attached rigid ceiling.Locations shown forpermanent lateral restraint of webs shall have continuous lateral restraint(CLR),installed with diagonal bracing installed on the CLR per SCSI sections 83,87,or B10,as applicable. Apply plates to each face of truss and position as dhown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z'for standard plate positions.Refer to job's General ALPINE' otes 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/IPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawl or cover page listing this drawing indicates acceptance of professional enrt�aineenng responsibili solely for the design shown.The suitability and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Buildingvesigner per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:484179 GABL Ply: 1 Job Number: 1223001 Cust R 7175 JRef:1XYK71750005 T39 FROM:MG Qty: 1 Dartmouth DrwNo: 092.24.1011.28830 Page 2 of 2 Truss Label: HDSS / CA 04/01/2024 Additional Notes Maximum Gable Forces Per Ply(Ibs) Uplift connections required.See uplifts in R-and U Gables Tens.Comp. columns of Maximum Reactions table. See DWGS A20030ENC160118&GBLLETIN0118 for D-AO 647 -755 gable wind bracing and other requirements. st0 PRopF g4. t iS I N44p `�',9 � iT432 PE O IC SUBMITTAL REVIEW • IND EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT f ❑ MAKE CORRECTIONS NOTED ❑ SUBMIT SPECIFIED ITEM CHECKING R ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONNEPT OF THE PROECT MID GENERAL COMPLMNCE WWII THE INFORMATION IN THE/�¢yTS CONTRACT DOCUMENTS.ANY ACTION SHOWN ABOVE.M SUBJECT TO THE RE 0V EG V N OUIREMENTS OF THE PLANS AND SPECIFICATIONS.CONTRACTOR IS RES)OM 4 ION SIDLE FOR:DIMENSION WHICH SHAM.BE FABRICATED AND CORRELATED AT �'• J At 2,5 it0 y THE JOB SITE:FABRICATION PROCESSES AND TECHNOUES OF CONSTRUCTION: y. S COOROMATION OF THEIR WORN WITH THAT OF ALL OTHER TRADES;AND THE f: SATISFACTORY PERFORMANCE OF THEIR WOK. I EXPIRATION DATE:1 2/3 112 0 25 I BY 1/„Io. \ DATE 4. 1 4 G4/01/2024 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! TRASH Components of Oregon,Inc IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0 Boo 468 Trusses require a eme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Comerms OR 97113 ComponentSafety Information by TPI and SBCA)for safety practices ppnor to perforTning these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted 0 Iwise,top chord shall have properry attached structural sheathing and bottom chard shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint Doti webs shall have continuous rateral restraint(CLR),installed with ..41116 diagonal bracing installed on the CLR per SCSI sections B3,B7,or B10,as applicable. Apply plates to each face,of truss and position as shown aboveand on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standardplate ALPINE Notes page or additional information. positions.Refer to job's General Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the Innconformance with A a If-PI 1, or for handling, shipping,.installation and bracing of trusses, A seal on this drawingor cover page listing drawing, acceptance of professional en�Lrneenng responsibilitysolelyTor the design shown.The suitability and use of this 155 Harlem Ave drawing for any strcture is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. North Building,4th Floor • For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Glenview,IL 60025 SEQN:484183 GABL Ply: 2 Job Number. 1223001 Cust:R 7175 JRef:1XYK71750005 T45 ' FROM:MG Qty: 1 Dartmouth DrwNo: 09224.1011.48457 Page 1 of 2 Truss Label: HOS9 I CA 04/01/2024 5 > 2 Complete Trusses Required I SYP I 149.1 I 2202 I 2B•u 1 747 0,P I SIP T1111 T111 3'Ss'„ 444 l 1.I-^t 31 VI , Iwe/02.5 4�11I1llll 1l11112 A l■._ iIi4i11iiiI1-9,0 i - - TI3x,G ,O Iti>� _ _40. "` 6,0 A AO1P A Tit', Tffft /YY B, f'1P I ,49•t I 229.2 I 28Ti2 I W,0• I Loading Criteria(pet) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefBCSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in hoc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.008 H 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.009 H 999 240 A 325 /-1 /- /170 /18 /305 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.040 AP - - APA217 /- /- /241 /48 /- EXP:B Kzt:NA Des Ld: 73.00 HORZ(TL): 0.045 AP - - AP /-2526 Mean Height:54.05 ft AO /-122 NCBCLL:0.00 TCDL 6.0 psf Building Code: Creep Factor:2.0 Soffit: 2.00 IBC 2018 Max TC CST: 0.342 AX /-1126 BCOL:4.2 psf AK /-442 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.176AF /171 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.976 AE /-178 Loc.from endwall:Any FT/RT:2(0)/4(0) AD /-213 GCpi:0.18 Plate Type(s): AB (-326 Wind Duration:1.60 WAVE VIEW Ver:23.02.04.0123.13 AA /-451 Lumber Loading V /-161 Top chord 2x6 DF-L#2 Truss transfers a maximum horizontal load of X /-1514 Bot chord 2x6 DF-L#2 10441#( 340.00 plf)along top chord,from either Wind reactions based on MWFRS Webs 2x4:DF-L Standard+DF-L Stud:W2,W4,W5, direction,to supports where indicated.Diaphragm and A Brg Wid=1.5 Mln Req=- W6,W7,W8,W9,M22,M23,M28 2x4 DF-L#2; connections are to be designed by Engineer of Record. AP Brg Wid=288 Min Req=- Drag Loads:Force(#) (PLF) Mbr Start End Bearing AP is a rigid surface. Bracing Case 1: 10441 340.00 TC -6.71 24.00 Members not listed have forces less than 375# (a)Continuous lateral restraint equally spaced on 10441 435.02 BC 0.00 24.00 Maximum Top Chord Forces Per Ply(lbs) member. Truss designed to support 0-0-0 top chord outlookers Chords Tens.Comp. Chords Tens.Comp. and cladding load not to exceed 3.00 PSF one face Nallnote and c " pa opposite face.Top chord must not be A-B 1238-1164 J-O 1452 -1475 cut or notched,unless specified otherwise. B-H 1361 -1424 0-R 895 -919 Nail Schedule:0.120"x3',min.nails pecff H-J 1781 -1822 R-V 695 -705 Top Chord:1 Row @ 7.75'o.c. Bot Chord:1 Row @ 6.75"o.c. Webs :1 Row @ 4"o.c. Maximum Bot Chord Forces Per Ply(lbs) Use equal spacing between rows and stagger nails Chords Tens.Comp. Chords Tens.Comp. in each row to avoid splitting. AP-AL 1683-1685 AF-AC 853 -838 Special Loads D P A O AL-AF 883 -874 AB-X 515 -509 TC:F----(Lrom 101 101 plf at 1 15/-6.71ate to 0101 plf at 15)-2.25 { � s i u 0 J TC:From 59 !f at -2.25 to 59 ., r WeMabs Web Forces Per Ply(Ibs) p pit at 22.91 _ 17g32 PE �to y Webs Tens.Comp. Webs Tens. Comp. TC:From 101 pit at 22.91 to 101 pit at 27.00 BC:From 40 plf at 0.00 to 40 plf at 24.00 . B-Al' 1265-1687 0-AB 1121 -1141 BC:From 4 pf at 24.00 to 4 pit at 27.00 B-AL 2568-2564 AB-R 684 -748 TC: 276 lb Conc.Load at-2.25,2.16,4.66,9.08 f AL-H 1247-1389 R-X 1070 -1083 11.58,16.00,18.50,2£ti91 H-AF 2062-2044 V-X 105 -445 SUBMITTAL REVIEW AF-0 B39 -920 Plating Notes rNO EXCEPTIONS TAKEN Cl REVISE AND RESUBMIT / OREGON I. plates are 1.5X4 a NV40110145 NOTED El SUBMITSPECIFIED ITEM • T IS,1°11' C.'CHEM.IS CULT FOR GENERAL CONFORMANCE W.THE DESIGN CONCEPT A'S OF TIRE PROJECT AND GENERAL COMPLIANCE W.THE INFORMATION O THE C �f1Y H rft CONTRACT DOCUMENTS.ANT ACTION SHOWN ABOVE,IS SUBJECT TO THE E IXfgRATltMI DATE:1.213112025 WIRFMENTS OF THE PLANS AND SPECIFICATIONS.CONTRACTOR IS R 04/()1/2.024 SIBLE FOR:DMIENSKKIS WHICH SHALL BE FABRICATED AND CORRELATED AT THE MB SUE:FABMCATtd1 PROCESSES AND TECHNIQUES OF CONSTRUCTOR: COORDMAT10N OF THEIR WORK WITH THAT OF ALL OTHER TRADES:AND THE pN�:*laNew'REArriWittrieletrL OYES Ohl Th I DRAWING! Truss Components of Oregon,Inc. Trusses require 4A c tfI f' INCLUDING THE INSTALLERS P.O.Box 468 eq xtr3 ghe shiplDin i /a. Refer to and follow the latest edition of BCSI(Building comet'DB OR 97113 Component Safety I ati ___. rib dices' o oiling these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.U Ural sheathing and bottom chord shall have a properly attached rigid ceilingg.Locations shown forpermanent lateral re$$ int o webs shall have continuous lateral restraint(CLR),installed with diagonal bracing installed on the CLR per BCSI sections 83,B7,or B10,as applicable. Apply plates to eachhtace oftruss and position as dhown aboveand on the Joint Details, unless noted otherwise. Refer to drawings 160A- for standard plate positions.Refer to job's General ALPINE' otes page or 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 AVITWEOMFANT truss in conformance with ANSITTPI 1, or for handling, shipping,,installation and bracing of trues. A seal on this drawing or cover page 155 Harlem Ave listing this drawing indicates acceptance of professional enarrneenng 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. North Building.4th Floor • For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:484183 GABL Ply: 2 Job Number. 1223001 Gust:R 7175 JRef:1XYK71750005 T45 FROM:MG Qty: 1 Dartmouth DrwNo: 092.24.1011.48457 Page 2 of 2 Truss Label: HDS9 / CA 04/01/2024 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical exposed to wind pressure. Deflection meets U240. Wind loading based on both gable and hip roof types. Additional Notes Uplift connections required.See uplifts in R-and U columns of Maximum Reactions table. See DWGS A20030ENC160118&GBLLETIN0118 for gable wind bracing and other requirements. ,0,4 PROP& gi(` 04G1 NEEk 8s U` 17932 PE o SUBMITTAL REVIEW 44 7 1NO EXCEPTIONS TAKEN ❑ REVISE AND RESUBMIT Cl MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM V f CHECKING IS ONLY FOR GENERAL CONFORMANCE W.THE DESIGN CONPEPT OF THE PROTECT AND GENERAL COMPLIANCE WITH THE INFORMATION IN THE- CONTRACT DOCUMENTS ANY ACTION SHOWN ABOVE,IS SUBTECS To THS RE- QUIREMENTS OF THE PLANS AND SPECIMCATIONS.CONTRACTOR IS RES LRE V R!N �y SIDLE ERROMEN..WHICH SHALL BE FABRIGTED AND CORRELATED AT T THE 108 SITE:FABRICATION PROCESSES AND TECHNIQUES OF CONSTRMNCE OCMN: 71,59V�14{(e COORDAT.OMEN..SATISFACTORYPOf THEIHM WOO ITHT WORDOF ALL OTHER TRADES AND THE A BY T "L`"" DATE 4. . 1 4 I IXPiRATION DATE.17131f2025 � �'� � 04/01/2024 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components ofOregon,Inc. "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require entveme 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 nor 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 property attachd rigid ceiling.Locations shown for Permanent lateral restraint of webs shall have continuous lateral restraint(CLR),installed with agonal bracing installed on the CLR per SCSI sections B3,B7,or B10,as applicable'. Apply plates to each face of truss and position as shown aboveand on the Joint Details, unless noted otherwise. Refer to drawings 160A-[for standard plate positions.Refer to job's General ALPINE otes page or additional information. Alpine,a division of ITW BuildinqComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the _ truss in conformance with ANSI fP1 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawingor cover page listing this drawing,indicates acceptance of professional errhh��Ineenng responsibility solely-for the design shown.The suitabilit and use of this Harlem Ave drawing for any srcture is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Glenview,IL 60025 SEQN:484196 GABL Ply: 2 Job Number: 1223001 Cost R7175 JRef 1XYK71750005 T47 FROM.MG Qty: 1 Dartmouth DrwNo: 092.24.1011.55020 Page 1 of 2 Truss Label: HDS10 / CA 04/01/2024 > 5 2 Complete Trusses Required F :: I- 'vg-:D 1 Mvt i 22912 I zaru R'3 9YF2 P1111 gays1. i Pq 12/ R /3X6 N 2 / ,Ip _ ' wa /3X5 /„I�, , , A to . ...1,4 1 1 0...ii ilik.,:l /ii.,,;...,,..-. 13. >e3K5 ea3 .1. IONS - 1 A 2R8'19 1 6. I DR, CI 1.1 PI, 66'6 1.1 I 226'2 I 2e9114 I Loading Criteria(pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 CL 1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.001 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.002 BCDL: 10.00 Risk Category:II ( ): Q 999 240 A 309 /-1 !- /157 /61 /438 EXP:B ICzt:NA Snow Duration:1.15 HORZ(LL): -0.002 R - - Al* 197 /- I- /99 /16 /- Des Ld: 73.00 Mean Height:53.21 ft HORZ(TL): 0.003 R - - Wind reactions based on MWFRS NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 A Brg Wid=1.5 Min Req=- Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.309 Al Brg Wid=267 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.018 Bearing Al is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.273 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0y4(0) Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate T Chords Tens.Comp. Ype(ST Wind Duration:1.60 WAVE VIEW Ver:23.02.04.0123.13 A-B 248 -477 Lumber Loading Top chord 2x6 DF-L#2 Truss transfers a maximum horizontal load of Maximum Web Forces Per Ply(lbs) Bot chord 2x6 DF-L#2 665#( 23.31 p ff)a Webs Tens.Comp. long top chord,from either Webs 2x4:DF-L Standard+DF-L Stud:W5,W6, direction,to supports where indicated.Diaphragm and B-Al 105 -447 W7 2x4 DF-L#2;W8 2x6 DF-L#2; connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Nallnote Case 1: 407 23.31 TC -6.41 11.06 Nail Schedule:0.120"x3",min.nails 258 23.31 TC 11.23 22.29 Top Chord:1 Row @ 8.25"o.c. 665 29.87 BC 0.00 22.29 Bot Chord:1 Row @12.00"o.c. Truss designed to support 0-0-0 top chord outlookers Webs :1 Row @ 4"o.c. and cladding load not to exceed 3.00 PSF one face Use equal spacing between rows and stagger nails and 24.0"span opposite face.Top chord must not be in each row to avoid splitting. cut or notched,unless specified otherwise. Special Loads ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 101 plf at -6.41 to 101 plf at -1.95 TC:From 59 plf at -1.95 to 59 plf at 22.29 BC:From 40 plf at 0.00 to 40 plf at 22.29 TC: 276 lb Conc.Load at-1.95,2.47,4.97,9.38 0 P 11.88,16.30,18.80 .rs:6 OW N8-0, Err., � Plating Notes ci 17932 PE 90_ SUBMITTAL REVIEW All plates are 1.5X4 except as noted. W Q' $ IMO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT Wind T- ter, 3 0 MAKE CORRECTIONS NOTED 0 SUBMITSPECIRED ITEM Wind loads based on MWFRS with additional CSC 1 {�^' yrCHECKING IS ONLY FOR R«a CONFORMANCE W.THE DESIGN CONCEPTmember design. tl/j tfgF THE PROJECT AND GENERAL MOGANCE W.THE INFORMATION IN rt.. CONTRACT DOCUMENTS.ANT DONOR SHOWN ABODE.IS SOBIECT TO THE RE- QUIREMENTS OF THE PUNS AND SPECIFICATIONS.CONTRACTOR IS TES+OS- @ ¢ SIDLE FOR:D DIMENSIONS WHICH SHALL BE FABRICATED AND CONREU E3 AT Deflection meets L/240. TNEXIB SITE FABRICATION PROCESSES AND TECHNIQUES OF CONSTRNC'1AN: Wind loading based on both gable and hip roof types. 1 T ta,0WRM COOROATION OF THEIR WORK WITH THAT OF ALL OTHER TRADES:AND THE r, S ATISFACTPERFORMANCE OFTHEIR WORK EXPIRATION DATE:121313025 I BY '"` DATE 4.5.2C24 04/01/2024 "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.Boo 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component S fety Information,by TPI and SBCA)for safety practices ppppnor 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 shell have a propeify attached rigid ceiling.Locations shown forpermanent lateral restraint of webs shall have continuous lateral restraint((CLR),installed with diagonal bracing installed on the CLR per SCSI sections B3 B7,or B10,as applicable.Apply plates to each face of ss and position as shown above and the Joint Details, unless noted otherwise. Refer to drawings 160A- for standard plate positions. efer to job's General ALPINE- Alpine, Notes page for additional information. a division of ITW Building CComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the D,TW OH truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing_of trusses. A seal on this drawl or cover page listing this drawing indicates acceptance of professional engineering responsibilitysolelyTor the design shown.The suitability and use bf this Harlem Ave drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec2 Nor. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Glenview,IL 60025 SEQN:484196 GABL Ply: 2 Job Number: 1223001 Gust:R7t75 JRef:1XYK71750005 T47 FROM:MG Qty: 1 Dartmouth DrwNo: 092.24.1011.55020 Page 2 of 2 Truss Label: HDS10 / CA 04/01/2024 Additional Notes See DWGS A20030ENC160118&GBLLETIN0118 for gable wind bracing and other requirements. �t.D FROfiF 4(a EMCI NEfR o� § J t 17332 PE oa SUBMITTAL REVIEW Q' .'NO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT �' �Yff_ f ❑ MAKECORRECTIONS NOTED ❑ SUBMITSPECIRED REM l CHECKING 5 OM FOR GENERAL CONFORMANCE WITH THE DE51DN CONCEPT Of THE PROJECT AND ERAL COMPUANCE WM THE ATION ACT DOCUMENTS.NANYY ACTION SHOWN ABOVE IS5081ER TO IA INCRE OREGON O IREFAENTS OF THE PLANS AND SPECIFICATIONS.CONTRACTOR IS RE5 qM {) r. SIDLE FOR:OMTENSIONS ANTICS SHALL SE FABRICATED AND CDRREIATEJ AT 4241.2.5 I✓S'$T+ r4 TIE NOR SITE.FABRICATNMPROCESSESANDTECHNIQUESOFCONSTRUCTTON; COORDINATION OP THEIR WORK ram THAT OF ALL OTHER TRADES:AND THE •. L. SATISFACTORY PERFORMANCE OF THEIR WORK. I EXPIRATION DATE:12131/2025 I BY I•uwt- 3 OSIJ DATE 4.5.2C24 04/01/2024 "WARNING" READ 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 WI end, for safety practices prior to performing these functions. Installers shall provide temporary 15031357-2118 brace per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propetly attached n id ceilingg.Locations shown for pe rmanent lateral restraint of webs shall have continuous lateral re�int(CLR),installed with diagonal bracing installed on the CLR per BCSI sections B3,B7,or B10,as applicable,Apply plates to each face of'truss and position as shown aboveand on the.joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.Refer to job's General ALPINE otes 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 drawingor cover passe 155 Harlem Ave listing this drawing,indicates acceptance of professional eroineenng responsibility soielyTor 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. North Building,4th Floor • For more information see these web sites:Alpine:aipineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEON:471613 GABL Ply: 1 Job Number: 1223001 Cust:R7175 JRet:1XYK71750005 T40 FROM:MG Oty: 1 Dartmouth DrwNo: 092.24.1011.59813 Truss Label: HGE / CA 04/01/2024 I e'PS 1 3+V1O I MIDI I Td'U2 I ITKP) }.- rs A v .L; ,�s \ec,E � - ii111 N, Nf I ' i Ilene N `_� i _ _ i„�� _ llll - AK MI AN ' U II mazy _,"B 4T5 TO 1 TRTrz 1 r„i I 711.1 INIT+ I T+V I s a Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefUCSI Criteria A Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct 1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:212 Ce:1.1 VERT(LL): 0.002 R 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 :VERT CL 0.006 R 999 240 Risk Category: VERT(CL): XL`237 /- /- /111 /8 /17 BCDL: 10.00 II Snow Duration:1.15 HORZ(LL): -0.002 S X` 237 /- /- /113 /24 /- Des Ld: 73.00 EXP.B Kzt:NA HORZ(TL): 0.003 S - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:54.63 ft TCDL:6.0 psf Building Code: Creep Factor:2.0 AL Brg Wid=216 Min Req=-X Brg Wid=69.1 Min Re Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.043q=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.020 Bearings AL&X are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.734 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 AA-X 421 -54 Lumber Top chord 2x6 DF-L SS Maximum Gable Forces Per Ply(Ibs) Bot chord 2x6 DF-L#2 B2 2x6 DF-L 2400f-2.0E; Gables Tens.Comp. Gables Tens. Comp. Webs 2x4:DF-L Standard+DF-L Stud:W5,W6,W8, AM-AK 74 -401 AB-BA 60 -392 M26,M27 2x4 DF-L#2;W7 2x4 DF-L 2400f-2.0E; B-AM 74 -396 U-BK 72 -421 Bracing AH-AQ 63 -383 (a)Continuous lateral restraint equally spaced on member. Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-6-0 top chord oullookers and cladding load not to exceed 5.00 PSF one face and 24.0•'span opposite face_Top chord may be notched 1.5"deep X 3.5"at 48"o/c along top edge. DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch sea PROP in overhang or heel panel,unless specified otherwise. g4. owl N R S� Truss designed for unbalanced snow loads. 17932 PE 09 SUBMITTAL REVIEW to Wind 4r INO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT Wind loads based on MWFRS with additional C&C % 0 MAKECORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM member design. f CHECKING IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT End verticals exposed to wind pressure.Deflection OFTHEMIOT,ZZ,G="1:DMPwNDELRTHTHEIIFDRMATTDN W ENE_meets U240. \ CON RACT OOCUMEN S AN ACTIONS OWx pBOCE 6 S M1ECT O RE- \'`+. I•14fE}s/y" QU/REMENTS OF THE PLANS AND SPECIFICATIONS.CONTRACTOR IS . Wind loading based on both gable and hip roof types. OREGON 91DLEFOROIMEN310NCWHMNSNALLBEFABRiCAtEDNNOCORRELAIE'lAT THE MO SITE:FABRICATION PROCESSES ANO TECHNIOLIES OF CONSTRUCTION: '.4r gg,1YiT i COORDINATION OF THEM WORK WITH THAT OF ALL OTHER TRADES:AND THE Additional Notes A L SA SFACTOR PERFORMANCE 4F HER WORK. See DWGS A20030ENC160118&GBLLETIN0118 for �'`�g�7� gable wind bracing and other requirements. 1 EXPIRATION DATE:1213112025 BY F{4AN \ DATE�.. . 4 04/t)I/2024 "WARNING** READ 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 a me care in fabricating handling,shipping,instal ing.and bracing.,Refer to and follow the latest edition of BCSI(Building Cameos OR 97113 Component Safety Information,by WI end SBCA)floor safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have proper) attached structural sheathing and bottom chord shall have a Property attached rigid ceiling.Locations shown forpermanent lateral restraint o�webs shall have continuous lateral restraint(CLR),installed with diagonal bracing ins'talled)on the CLR per BCSI sections B3,B7,or B10,as applicable. Apply plates to each face of truss and position as Shown above and the oint Details, unless noted otherwise. Refer to drawings 160A- for standardplate Notes page for additional information. n9 positions.Refer to jobs' General ALPINE' 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 bracingp of trusses. A seal on this drawing or cover page listing this drawing,indicates acceptance of professional er1airleenng responsibility solelyTor the design shown.The suitability and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor • For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Glenview.IL 60025 SEQN:471614 GABL Ply: 1 Job Number: 1223001 Cust:R 7175 JRef:1XYK71750005 762 ' FROM:MG Qty: 1 Dartmouth DrwNo: 092.24.1012.05410 Truss Label: HGE1 / CA 04/01/2024 I m I 3231 I tern T23T I 223 am rtrt I 61.13 I'rA.'1 (ICC) PI III" 111110 WB iG /N5 v. frill ILi‘ ▪ ams AH AE . . MyLS MAS a3i® �3zT Ire A I• Celt M131 6,13 6T11 I e1.11 I 2228 I 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:25.0 Ct 1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.002 M 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.006 M 999 240 Al*226 /- /- /112 /9 /16 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.002 R - - V* 221 /- /- /107 /25 /- Des Ld: 73.00 FRCP.B Kzt:NA HORZ L: 0.003 A - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:54.28 ft TCDL 6.0 psf Building Code: Creep Factor:2.0 Al Brg Wid=216 Min Req=- Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.074 V Brg Wid=51.5 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.033 Bearings Al&V are a rigid surface. Spacing:24.0" CSC Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.648 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0y4(0) Maximum Bot Chord Forces Per Ply(Ills) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver.23.01.02.0731.17 X-V 434 -54 Lumber Top chord 2x6 DF-L#2 Maximum Gable Forces Per Ply(Ibs) Bot chord 2x6 DF-L#2 Gables Tens.Comp. Gables Tens.Comp. Webs 2x4:DF-L Standard+DF-L Stud:W5,W6,W7, AK-AH 85 -444 AE-AO 72 -411 W8 2x4 DF-L#2; C-AK 80 -424 Y-AZ 65 -393 Bracing AO-E 70 -400 (a)Continuous lateral restraint equally spaced on member. Plating Notes All plates are 1.5X4 except as noted. Loading 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 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. i �E D 0,01 N ap¢'4,� Truss designed for unbalanced snow loads. ge r Wind cs 17932 PE oy SUBMITTAL REVIEW iiirNO EXCEPTIONS TAKEN 0 REVISEAND RESUBMIT Wind loads based on MWFRS with additional C&C member design. 1 0 MAKE CORRECTIONS 0 SURMRSPEgFlEDITEM {7�'Tq/'t CNECXING M ONLY POT GLSEAAL CpIFIXIMANCE WITH THE DESIGN CONCEPT End verticals exposed to wind pressure.Deflection OF THE PROJECT AND GENERAL COMPLLANCE WITH THE INFORMATION IN ME meets L/240. CONTRACT DOCUMENTS ANY ACTION SHOWN ABOVE s SUBJECT TO THE RD ��� oAREMENTS OF TEL PIANO AND SPECIFICATIONS CONTRACTOR IS RES+ON. Wind loading based on both gable and hip roof types. O SIBLE FOR:DIMENSIONS WNICH SHALL BE FABRICATED AND CORRELATE)AT THE LOB SITE;FABRICATOR PROCESSES MO TECHNIODES OF CONSTRUCTOR; 44r IS 1"% 'r4 COORDINATOR OF THEIR WORN WITH TUTAL OF L OTHER TRADES:AND THE , Additional Notes A S SAME...PERFORMANCE OF THEIR WORN. See DWGS A20030ENC160118&GBLLETIN0118 for BY w.- Art DATE 4.5.2e24 gable wind bracing and other requirements. ( EXPIRATION DATE:12J31.D025 I l 04/01/2024 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING' Taus Components of Oregon Inc*'IMPOtTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING'THE INSTALLERS P.O.sox466 Trusses regwre me care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component SafetyInformation by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BGSt.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown forpermanent lateral restraint of webs shall have continuous 1-ateral restraint CLR),installed with diagonal bracing installed on the CLR per SCSI sections B3,B7,or B10,as applicable. Apply (( position as /111116* Pi Z y platesd r each(ace.of and shownageand the Joint rDetails, unless noted otherwise. Refer to drawings for standardplateALPINE page above{ n9 positions.Refer to'Notes a e or additional information. Jobs General Alpine,a division of ITW Buildin Compents 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 bracingg of trusses. A seal on this drawl or cover page AS uWtOMP"" listing this drawing,indicates acceptance of professional engineering responsibilitysolglyTor the design shown.The suitability and use of A1is 155 Harlem Ave drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.og;AWC:awc.org Glenview,IL 60025 SEQN:484150 MONO Ply: 1 Job Number: 1223001 Cust R 7175 JRer 1XYK71750005 Tt t FROM:MG Qty: 5 Dartmouth DrwNo: 09224.1012.11423 Truss Label: HK I CA 04/01/2024 I 446 711.1 45'10'1 y1y2 a48 I 3'f0.10 I T11.1 1 211.1 4 e3X7 F T *VS E ,412 ' WA Or atIA e (a) �1^SX4 •::r- I Iii W7 1 K■ - -- II-� - RH0510 M3X5 As3X5 :4X5 B2 G BHo710 Ir 23172 I T'11.1 I T11.1 211.1 T1r1 1610.1 I 239'2 'I Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria ♦Maximum Reactions(ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 28,00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.103 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.134 C 999 240 K 2691 /-814 /- /931 /668 /242 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.043 G - - G 3056 /-1179 /- /964 /860 I- D EXP:B Kzt:NA Des Ld: 73.00 Mean Height:54.63 ft HORZ(TL): 0.057 G Wind reactions based on MWFRS NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 K Brg Wid=5.5 Min Req=2.9(Truss) Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CST: 0.740 G Brg Wid=2.6 Min Req=2.6(Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.551 Bearings K&G are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.812 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT2(0)/4(0) Maximum Top Chord Forces Per Ply Ohs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens.Comp. Wind Duration:1.60 WAVE,HS VIEW Ver:23.02.04.0123.13 B-C 1150-3473 D-E 783 -2223 Lumber C-D 867-2547 Top chord 2x6 DF-L SS Bot chord 2x6 DF-L#2 B2 2x6 DF-L 2400f-2.OE; Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4:DF-L Standard+DF-L Stud:W5,W6, Chords Tens.Comp. Chords Tens.Comp. W8 2x4 DF-L#2;W7 2x4 DF-L 2400f-2.0E; K-J 2696 -969 I-H 2209 -762 Bracing J-I 3268-1111 H-G 2209 -762 (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.=1.60/Plate DurFac.1.60) K-B 1293--175 I-E 840 -125 TC:From 59 plf at 0.00 to 59 plf at 23.76 B J 756 175 E-G 1054 -3056 BC:From 20 Alf at 0.00 to 20 plf at 23.76 C-I 411 -1224 F-G 515 -877 TC: 645 lb Conc.Load at 3.00,7.00,11.00,15.00 19.00,23.00 Wind Wind loads based on MWFRS with additional C&C member design. .1.0 P ROp� End verticals exposed to wind pressure.Deflection *le' ti' i Nt#v Af`„,, meets U240. Wind loading based on both gable and hip roof types. ri# 17832 PE O SUBMITTAL REVIEW to Additional Notes # p II NO EXCEPTIONS TAKEN ElREIRSEAND RESUBMIT ❑ MAKE CORRECTIONS NOTED CISUBMIT SPECIFIED ITEM Negative reaction(s)of-1179#MAX.from a non-wind f load case requires uplift connection.See Maximum ` IS ONLY FOR GENERAL CONFORMANCE woo HE CONCEPT OF THE PJIOJECT ONO GENERAL COMPnANCE Wn14 THE INF011N>TON�N!NF Reactions. CONIRACi OOCUMIENTS ANY ACTION SHOWN ABOVE.M SUBJECT TO 10€RE. ,(�'FaCry�y" h WIREMENTS OF THE RAMS AND BC SPECIFICATIONS CONTRACTOR IS RESUME. V EGO14 T BIBLE 8 SITS DIME/MO.WMCH SHALL BE FABRICATED AND CORRETATE'1 AT 114E NIB SITE;FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION; JUTF gs,160 fix, COORDINATION OF TNT.WORN WITH THAT OF ALL OTHER TRADES AND 114E 1� y S SATISFACTORY PERFORMANCE Of THEIR WORK. C a I EXPIRATION DATE:12/31/7025 BY _-Auwl DATE4.5.2C24 0410I/2024 "WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components&Oregon,Inc. 'IMPORTANT", FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fab�catin9 hhandling,shipping,installi bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and'SBCA for safel g' ng.or t bracingper BSI.Unless noted otherwise,top chord shall have pprroovedpv attacheeperforming structural sheaese tlinngg and Installerst t ordalshaall provide ap roperly ( 7'ztte attacd rigid,ceiling.Locations shown forpermanent lateral restraint of webs shall have continuous Lateral restraint CLR),installed with diagonal bracing installed on the CLR per SCSI sections B3,B7,or B10,as applicable. Applyosition as .4411 shown aboveand the Joint Details, unless noted otherwise_ Refer to drawings 160A-Z r platestnard each lattethpoossi ons.Refer to job's General Notes page or 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/1 PI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawl or cover page ANnW<oNFANT listing this drawl indicates acceptance of professional ertarneenng responsibility solely-for the design shown.The suitability and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.corn;TPI:tpinstorg;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Glenview,IL 60025 SEQN:484152 MONO Ply: 1 Job Number: 1223001 Cost R7175 JRef:1XYK71750005 T65 FROM:MG Qty: 4 Dartmouth DrwNo: 09224.1012.15753 Truss Label: HKI I CA 04/01/2024 1 TS3 1410'5 223.8 r5.3 I r5'3 I rr3 I 03%5 E T2 ,s4A5 4 '2 s4xs w7 .sfI1IhJ T1 llmmwiIIII = 3 n-il _ OD m5T(5 H G e3A a3xs m4X5 IH0212 1 22371 A 753 T5'3 T5'S I 14105 I 75.3 221% { 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:25.0 Ct 1.1 CAT:II PP Deflection in lac Udet L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:212 Ce:1.1 VERT(LL): 0.103 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.137 B BCDL: 10.00 Risk Category:II ( ): 999 240 J 2471 /-709 /- /874 /597 /227 EXP:B Kzt:NA Snow Duration:1.15 HORZ(LL): -0.028E - - F 2516 /-754 /- /904 /620 /- Des Ld: 73.00 Mean Height 54.28 ft HORZ(TL): 0.037 E - - Wind reactions based on MWFRS NCBCLL:0.00 TCDL:8.0 psf Building Code: Creep Factor.2.0 J Brg Wid=5.5 Min Req=2.6(Truss) Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.971 F Brg W id=3.5 Min Req=2.7(Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.517 Bearings J&F are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.991 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) Gera':0.18 Plate T Chords Tens.Comp. Chords Tens.Comp. yPe(s): Wind Duration:1.60 WAVE,HS VIEW Ver.23.02.04.0123.13 A-B 1150-3428 C-D 706 -2042 Lumber B-C 772-2348 D-E 227 -392 Top chord 2x6 DF-L SS T2 2x6 DF-L#2; Bot chord 2x6 DF-L#2 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4:DF-L Standard+DF-L Stud:W2,W4, Chords Tens.Comp. Chords Tens.Camp. W7 2x4 DF-L#2;W6 2x4 DF-L#1&Bet.; J-I 86 -483 H-G 2045 -704 Bracing I-It 3143-1080 G-F 2045 -704 (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.=1.60/Plate Dur.Fac.1.60) A'J 764 2 H-D 854 -138 TC:From 59 plf at 0.00 to 59 plf at 22.29 A-I 3197-1089 D-F 976 -2837 BC:From 20 plf at 0.00 to 20 plf at 22.29 I-B 468 -744 E-F 137 -486 TC: 645 lb Conc.Load at 3.30,7.30,11.30,15.30 B-H 443-1271 19.30 Wind Wind loads based on MWFRS with additional C&C 0.�D PRpF� member design. 44 ¢NG i egpq A4s, End verticals exposed to wind pressure.Deflection meets U240. Ci 17932 PE dy Wind loading based on both gable and hip roof types. r SUBMITTAL REVIEW ce �NO EXCEPOONSTAKEN 0 REWSEAND RESUBMIT Additional Notes f ❑ MAKE CORRECTIONS No1E0 0 SUBMIT SPECIFIED ITEM Negative reaction(s)of-754#MAX.from a non-wind load case requires uplift connection.See Maximum Mom.FW GENE MDONFORMAHCE WITH HE DESIGN CONCEPT OF THE PROIE<[MID OEHERAL Gd4PL1ANCE WITH 1NE INFORMpl1IX1 R NNE.Reactions. h{y�l„� 0 c...T Da:ixAND D.4R.pcnw BIwwR ORE IS s1H1ECT To 1NE RE' YfSG1i V'! gHREMENTS OF THE MANS AND SPECIFICATIONS.CONTRACTOR IS BESTOW SIDLE FOR:DIMENSIIXB WHICH SHALL Be FABRICATED AND CORRELATES AT `447 j$,1 � THE JOB SITE:FABRICATION PROCESSES AND 1ECHRIONES OF CONSTRUCTION: COORDINATION OF THEW WORK Wm1 THAT OF ALL OTHER TRADES:AND THE F A i SATISFACTORY PERFORMANCE OF THEW WORD 1 EXPIRATION DATE:12J31/2025 I BY 44..-J4.01 DATE 4.5.2C24 04/01/2024 "WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Boo 488 Trusses require a eme are in fabricating,handling shipping,instal ing and bracing..Refer to and follow the latest edition of BCSI(Building Come6 OR 97113 Component Safety Information,by TPI and SBCA)fii)safety practices pnor to performing these functions. Installers shall provide temporary (503)357-2118 bracing SCSI.Unless noted ottlerwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache( id ceilinngg.�Locations shown forppe��r�manent lateral restraint a webs shall have continuous lateral t Oaint(CLR),installed with /04164 diagonal bracing installed on the CLR per W..SI sections B3,B7,or B10,as applicable. Apply plates to each face of truss a nil position as shown aboveand the,joint Details, unless noted otherwise. Refer to drawings 160A-Zf6r standard plate positions.Refer to job's General ALPINE* otes 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 ANSUTPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawingor cover page listing this drawing,indicates acceptance of professional engineering responsibilitysolelyTor the design shown.The suitabilit and use of this Harlem Ave AR drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. Nor Nor th Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinstorg;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 • SEQN:484201 MONO Ply: 1 Job Number: 1223001 Cust:R7175 JRet:1XYK71750005 T49 FROM:MG Qty: 4 Dartmouth Drallo: 092.24.1012.21727 Truss Label: I / CA 04/01/2024 ( 81r19 l 16' I 23'112 ! 32 ! 8D"14 7'17'2 i'112 8'0'14 12X4 F 12 l !4%54X5 41 -: id$I8J rT j = - _ 13%7 i5X7 •3X5 48434.5 IN4X5 13X7 G 1 32' 1 l 8'0 14 l 7'112 l 7'1r2 I 8'O'14 l 81714 16' 23'112 32' Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions fibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in lac Udefl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.105 J 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.225 J 999 240 L 2386 /- /- /1260 /58 /283 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.033 F - - G 2429 1- l- /1292 /84 I- EXP.B Kzt:NA Des Ld: 73.00 Mean Height:45.33 ft HORZ(TL): 0.071 F - - 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=2.5(Truss) Soffit: 2.00 BCOL:4.2 psf IBC 2018 Max TC CSI: 0.921 G Brg W id=3.5 Min Req=2.6(Truss) Load Duration:1.15 TPI Std: 2014 Max BC CSI: 0.675 Bearings L&G are a rigid surface. MWFRS Parallel Dist:0 to h/2 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.20 ft Rep Fac:No Max Web CSI: 0.871 Loc.from endwall:AnyFT/RT: Maximum Top Chord Forces Per Ply(Ibs) 2(0)/4(0) Chords Tens.Comp. Chords Tens.Comp_ GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.02.04.0123.13 A-B 245-3892 C-D 184 -1853 Lumber B-C 249-3184 D-E 205 -1757 Top chord 2x6 DF-L#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x6 DF-L#2 Webs 2x4 DF-L#2 W1,W3,W5 2x4 DF-L Standard+ Chords Tens.Comp. Chords Tens.Comp. DF-L Stud;W8 2x4 DF-L 2400f-2.0E; L-K 123 -602 I-H 2862 -425 W9 2x6 DF-L#2; K-J 3599 -568 H-G 1605 -281 Bracing J-I 2862 -425 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens.Comp. Special Loads A-L 167-2245 C-H 191 -1641 ----(Lumber Dur.Fac=1.15/Plate Dur.Fac.=1.15) A-K 3594 -201 H-E 1459 -49 TC.From 109 plf at 0.00 to 109 plf at 29.79 B-J 163 -816 E-G 248 -2496 TC:From 98 plf at 29.79 to 98 plf at 32.00 BC:From 40 plf at 0.00 to 40 plf at 32.00 J-C 700 -23 F-G 108 -424 TC: 31 lb Conc.Load at 29.79 Wind Wind loads based on MWFRS with additional C&C member design. t.Q 4 co N kk 'i.tS End verticals exposed to wind pressure.Deflection 43 d SUBMITTAL REVIEW meets L/240. ca 17932 PE IC- Wind loading based on both gable and hip roof types. a INO EKCEPr10N5 TAKEN 0 REVISE AND RESUBMn f 1 ❑ MAKE CORRECTIONS NOTED ❑ SUBMIT SPECIFIED REM CHECKING IS ONLY FOR GENERAL CONFORMANCE WRM 1NE DESIGN 906*09T OF ME PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION IN ME- CONTRACT DOCUMENTS,ANY ACTION SHOWN ABOVE IS SUBIECT TO MI RE- ?"' OUIFEMENIS OF THE PLANS AND SPECIFICATIONS.CONTRACTOR IS R100 60 OREf� ,f SIEGE FOR:DIMENSIONS WHICH SHALL RE FABRICATED AND CORRELATE3 AT GO THE JOB SITE;FABRICATION PROCESSES AND IECNNMUES OF CONSTRUCTION \ �.y� COORDWATION OF THEM WORK WITH THAT OF ALL OTHER TRADES:AND THE -�Ey ZS,TOt CP SRTTSFACTORY PERFORMANCE OF THEIR WORN A w BY t04--10 1 DATE4.5.2C24 EXPIRATION DATE:12131f2025 I 04/01/2024 "'WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT." FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Boo 468 Trusses require wareme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI end'SBCA)for safety practices nor to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted Otherwise'top chord shall have rfpy bottom chord structural sheathing and botto chord hall have a property attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint(CLR),installed with diagonal bracing installed on the CLR per BCSI sections B3,B7,or B10,as applicable. Apply plates to each face of truss and position as Nshown aboveand the.joint Details, unless noted otherwise. Refer to drawings 160A-Z'for standard plate positions.Refer to job's General ALPINE' otes page for additional information. Alpine,a division of ITW Building_Components Group Inc.shall not.be responsible for any deviation from this drawing,any, ND failure to build the AWEEMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawing indicates acceptance of professional enneenng responsibility solely-tor the design shown.The suitability and use of this ' drawing for any structure is the responsibility of the Building uesigner per ANSI/TPI 1 Sec.2. North Building,4th Floor • For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:is safe.orq;AWC:awc.orq Glenview,IL 60025 SEQN:484203 MONO Ply: 1 Job Number 1223001 Cust:R7175 JRef:IXYK71750005 T18 ' FROM:MG Qty: 4 Dartmouth OrwNo: 09224.1012.25853 Truss Label: Ii / CA 04/01/2024 60'14 _ 16' 23'11.2 31'8.6 I' 8t'14 I 7.11'2 ! 7'11.2 I T9-4 I 12X4 F s4xs E 2 i4i5 W9 4[7 03X5 „ C i3X5 B T i-6 1 a - k3X7 .5X7 a3X5 r4X5 as4'5 r3X7 G A 31'6'6 1 60'14 T11.2 711'2 T9'4 I 8'0'14 I 16 I 23'11'2 i 31'8'6 ! Loading Criteria(psl) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefUCSI Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in lac L/defl 11# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:212 Ce:1.1 VERT(LL): 0.102 J 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.220 J 999 240 L 2363 /- /- /1248 /58 /281 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.032 F - - G 2422 /- /- /1280 /83 /- Des Ld: 73.00 EXP.B Kit.NA HORZ(TL): 0.070 F - - Wind reactions based on MWFRS Mean Height:45.28 ft L BrgWid=5.5 Min Req2.5 loss NCBCLL:0.00 Building Code: Creep Factor 2.0 = (Truss) TCDL:6.0 psf G Brg Wid=3.5 Min Req=2.6(Truss) Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.878 Bearings L&G are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.668 Spacing;24.0" C&C Dist a:3.17 ft Rep Fac:No Max Web CSI: 0.831 Members not listed have forces less than 375# P 9 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.02.04.0123.13 A-B 243-3847 C-D 180 -1790 B-C 246-3130 D-E 201 -1704 Lumber Top chord 2x6 DF-L#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x6 DF-L#2 Webs 2x4 DF-L#2 W1,W3,W5 2x4 DF-L Standard+ Chards Tens.Comp. Chords Tens.Comp. DF-L Stud;W8 2x4 DF-L 2400f-2.0E; L-K 122 -597 I-H 2811 -418 W9 2x6 DF-L#2; K-J 3556 -562 H-G 1543 -274 Bracing J-I 2811 -418 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens.Comp. Special Loads A-L 166-2222 C-H 191 -1655 ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac=1.15) A-K 3550 -198 H-E 1460 -52 TC:From 109 plf at 0.00 to 109 plf at 29.79 B-J 163 -824 E-G 244 -2455 TC:From 98 plf at 29.79 to 98 plf at 31.70 J-C 707 -23 F-G 105 -429 BC:From 40 plf at 0.00 to 40 plf at 31.70 TC: 31 lb Conc.Load at 29.79 Wind .s0 P$Op„ Wind loads based on MWFRS with additional C&C ,�f� ENGl N r<k Ss member design. 6 i End verticals exposed to wind pressure.Deflection Ea i 7932 PE oy meets LJ240.icals m 9 SUBMITTAL REVIEW Wind loading based on both gable and hip roof types. i IND EXCEPIIONSTAKEN ❑ REMAND RESUBMIT f❑ MAKECORRECIONS NOTED ❑ SUBMIT SPECIFIED ITEM r El CNEGIND M ONLY FOR GENERAL CONFORAMNCE TOE THE DEMON CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMpiION IN ME- C ONTRACT DOCUMENTS ANY ACTION SHOWN AMOVE 6 SUBJECT TO TNT RE. E �N ADORES M"THE PUNS AND SPECIFICATIONS.FAHNIS.TED AN CORRELATE-1 IS RESPON- SIBLE x�, THEJ fOR OMIENSIONS WHICH SIMLL EN FARRCATED AND CONSTSAC I Ai F;\;'..,„\,...4.ay #' THE I0RSRE:FAP511010 PROCESSES AND TECHISME50F CONSTRUCTION: COO OF THEM WORN WITH THAT OF ALL OTHER TRADES:AND THE e r 4 SATISFACTORY PERFORMANCE Of THEIR WORK EXPIRATION DATE:1213112025 I BY T ` �_,4 l DATE 4.5.2 24 04/U 1/2024 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Thus Components of Oregon.Mc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require eiamme care in fabricating,handling,shipping,installing and bracing.,Refer to and follow the latest edition of SCSI(Building COMeA is OR 97113 Component Safety Information,byTPI and'SBCA)for safely practices nor to performing these functions. Installers shall provide tem pore (503)357-2118 bracing9p r BOSI.Unless noted o rwise,topchord shall have prgpeily attached structural sheathing and bottom chord shall have a attachedi n id ceiling,Locations s own forprmanent lateral restraint of webs shall have continuous lateral traits(CLR),installed with diagonal bracing installed on the CLR per SCSI sections B3,B7,or B10,as applicable.Apply plates to each ce,ofbuss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.Refer to jobs General ALPINE' Notes page for aditional 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 A.DW COMPANY truss in conformance with ANSI PI 1, or for handling, shipping,,installationarid bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawing indicates acceptance of professional en rneenng responsibility solely ror the design shown.The suitability and use of this North Building,4th Floor drawing for any structure is the responsibility of the Buildingigner 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 Glenview,IL 60025 SEQN:471819 GABL Ply: 1 Job Number: 1223001 Cust:R7175 JRef:1)01K71750005 T80 FROM:MG Qty: 1 Dartmouth DrwNo: 092.24.1012.51970 Truss Label: IGE / CA 04/01/2024 amu A' zrnz ar I MIAI rnz i rlrz l DT14 I l ill Rua , v i , ,axs B 1 111 Ill 1Lilil MT Rr> M ;� :XU MIDIS R I 32. 8 ( WIC T122 2112 R'O'1A mmm. l 18 I 22122 I 32 I 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:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:212 Ce:1.1 VERT(LL): 0.010 E 999 360 Lae R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.027 E 999 240 AZ*214 /- /- /108 /6 /20 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.003 E - - AN*250 /- /- /115 /16 /- EXP:B Kzt:NA Des Ld: 73.00 Mean Height:45.33 ft HORZ(TL): 0.007 E - - Wind reactions based on MWFRS NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 AZ Brg Wid=216 Min Req=- Soffit: 2.00 IBC 2018 Max TC CSI: 0.199 AN Brg Wid=168 Min Req=- BCDL:4.2 psf Bearings AZ&AN are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.044 Spacing:24.0" C&C Dist a:3.20 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.784 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT2(0)/4(0) Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.23.01.02.0731.17 AP-AN 429 -45 Lumber Additional Notes Top chord 2x6 DF-L#2 See DWGS A20030ENC160118&GBLLETIN0118 for Maximum Web Forces Per Ply(Ibs) Bot chord 2x6 DF-L#2 gable wind bracing and other requirements. Webs Tens.Comp. Webs 2x4:DF-L Standard+DF-L Stud:W2,W4,W6, AV-G 8 -452 W7,M29,M30,M31,M38,M40 2x4 DF-L#2; W8 2x4 DF-L 2400f-2.0E;W9 2x4 DF-L#1&Bet.; Maximum Gable Forces Per Ply(Ibs) Bracing Gables Tens.Comp. Gables Tens.Comp. (a)Continuous lateral restraint equally spaced on member. C-BC 95 -565 AW-BC 121 -721 Plating Notes All plates are 1.5X4 except as noted. Loading 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 notched 1.5"deep X 3.5"at 48"o/c along top edge. DO NOT OVERCUT.No knots or other lumber .t0 PRO,e defects allowed within 12"of notches.Do not notch 4�T Elio I NEEq d"S in overhang or heel panel,unless specified otherwise. GI s. 17932 PE O9 SUBMITTAL REVIEW Wind le CC .'NO EXCEPTIONSTAKEN 0 REVISEAND RESUBMIT Wind loads based on MWFRS with additional C&C j 0 MAKE CORRECTIONS NOTED 0 SUBMRSPECIFlED REM member design. Left end vertical exposed to wind pressure.Deflection CHECKING IS WRY FOR GENERAL CONFORMANCE WITH TIE DEMON CONCEPT OF THE PROTECT AND GENERAL COMPLIANCE WITH THE INFORMATION IN THE. meets L/240. COMPACT DOCUMENTS ANT ACTION SHOWN ABOVE Is SUBJECT TO T N RE DTtEGO N OAREMENTS OF THE AND SPECIFICATIONS.CONTRACTOR IS RES VC- Right end vertical exposed to wind pressure. aQ- BIBLE FOR:DIMENSIONS NS WHICH SHALL BE FABRICATED AND CORRELATE)AT Deflection does not meet L/240. • .qtp a,,lyg5 4 ti TM,OB SITE:FABRICATION PROCESSES N.TECHMDUESOFCONSTRUCTION: COORDINATION OF THEIR WORN WITH THAT OF ALL OTHER TRADES:AND THE Wind loading based on both gable and hip roof types. F A.L SATISFACTORY PERFORMANCE OF THEIR WORK EXPIRATION DATE:1V31/2035 I BY LU L-...34.u1-( DATE 4.5.2C24 04/01/2024 l **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Bor 488 Trusses require enareme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building remake OR 97113 Component Safety Information,by TPI and SBCA)for safety practices pri ekor to performing these functions. Installers shall provide tempos (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have ody attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown forpermanent lateral resfaintpe of webs shall have continuous Lateral restraint(CLR),installed with diagonal bracing installed on the CLR per SCSI sections B3,B7,or B10,as applicable. Apply plates to each face oftruss and position as dshown aboveand,on the.Joint Details, unless noted otherwise. Refer to drawings 160A-2-for standard plate positions.Refer to job's General ALPINE. otes page for additional information. Alpine,a division of ITW Buitdin2gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AYDWSCTPAHT truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance t f professional er in irg responsibility solelyTor the design shown.The suitability and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building Desigrher per ANS1!TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPt:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orp;AWC:awc.org Glenview,IL 60025 SEQN:471620 GABL Ply: 2 Job Number: 1223001 Cust:R 7175 JRef:1XYK71750005 T14 ' FROM:MG Qty: 1 Dartmouth DrwNo: 092.24.1013,14950 Truss Label: IGE1 / CA 04/01/2024 5 > 2 Complete Trusses Required 45=13 I Ins I Z Nffa I 1 e ra T _ 3,4 — axe NP ! Wr."."'N"".111115; u S nR-{ . ca Ile Duo :4,a .ems _J .aza.aV Ni�D 1 > 1 ea,+ I 414 zn,n I;: '%27. I Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind SW: ASCE 7-16 Pg:25-0 Ct.1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.032 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.067 D 999 240 AA 1218 /- /- /497 /103 /281 BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.010 AE - - AU*256 /- /- /96 /9 /- Des Ld: 73.00 FJ(P.B Kzt:NA HORZ(TL): 0.024 AE - - Wind reactions based on MWFRS Mean Height:45.46 ft NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 AA Brg Wid=5.5 Min Req=1.5(Truss) Soffit: 2.00 IBC 2018 Max TC CSI: 0.722 AU Brg W id=378 Min Req=- BCDL:42 psf Bearings AA&AA are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.134 Spacing:24.0" C&C Dist a:3.20 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.436 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 AA-Z 335 -377 Lumber Additional Notes Top chord 2x6 DF-L#2 T2,T3 2x8 DF-L#2; See DWGS A20030ENC160118&GBLLETIN0118 for Maximum Web Forces Per Ply(Otis) Bot chord 2x6 DF-L#2 gable wind bracing and other requirements. Webs Tens.Comp. Webs Tens.Comp. Webs 2x4:DF-L Standard+OF-I Stud:W1,W2,W4, W6,W7,W8,W9,W10,W11,M1,M2,M3,M4 2x4 DF-L#2; Brace the top chord below the AA-AB 116 -577 W-R 67 -419 overframing at 24.0"O.C.per TPI. AB-AC 80 -436 V-S 86 -449 Nailnote Z-Al 172-1193 T-U 76 -437 Y-AO 128 -814 Nail Schedule:0.120'x3',min.nails Top Chord:1 Row @ 6.50'o.c. Bot Chord:1 Row @12.00"o.c. Maximum Gable Forces Per Ply(Ibs) Webs :1 Row @ 4'o.c. Gables Tens.Comp. Gables Tens.Comp. Use equal spacing between rows and stagger nails in each row to avoid splitting. G-Al 59 -568 M AO 75 -451 Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-6-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face s D P R dF and 24.0"span opposite face.Top chord must not be 4V. 00I NtBk d•0 cut or notched,unless specified otherwise. g y Truss designed for unbalanced snow loads. r iT932 PE 4y. SUBMITTAL REVIEW Wind Ce 4 ' "VW EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT 0 MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED REM Wind eade based on MWFRS with additional C&C ON.FOR ��CONwRMAHCE WIR HE oEVDH " member design. DF HE PRD ECT AND DENERu COMPLIANCE Wa l THE OFORMAHON W HE- CONTRACT OOCUMFNis.ANY ACTION SHOWN ABOVE,IS SUBJECT TO THY RE- 1nd verticals exposed to wind pressure.Deflection MIMEMENTS OF THE MANS AND SPEOEICATNHn.CONTRACTOR Is RESPow meets U240. Q iEfrOM h SO.FOR DIMENSIONS PINCH SHALL BC FASRN:ATED AND CORRELATE,/AT 1 T THE OasSE FABRICATION PROCESSES AND TECHNIQUES OF C0NSTRUCUON; Wind loading based on both gable and hip roof types. '4tr yS,1344 , COORDM SE AHON OF THEIR WORN WITH THAT OF Au OTHER TRADES AND T `Z SATISFACTORY PERFORMANCE OF THEIR WORN. A BY 4H...,�¢—,lt DATE 4 .2•. 4 I EXPIRATION DATE:1213112025 04/01/2024 "WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc IMPORRTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.o.Box 468 Trusses require wareme care in fabricating,handling shipping,instal'ng.and bracing. Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Component Safety Information by TPI and SBCA)toy safety practices prior to performing these functions. Installers shall provide temporary (503)357-2115 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 forPpggr_manent lateral restraint of webs shall have continuous lateral restraint(CLR),installed with diagonal bracing installed on the CLR per B(:SI sections B3 87,or B10,as applicable. Apply plates to each face of truss and position as shown aboveand.on the Joint Details, unless noted otherwise. Refer to drawings 160A- for standard plate positions-Refer to job's General ALPINE* Notes page or additional information. Alpine,a division of ITW Buildin CComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the A,nW cD wAm truss in conformance with ANSI/9'PI 1, or for handling, shipping,.installation.and bracing of trusses. A seal on this drawingor cover page 155 Harlem Ave listing this drawing indicates acceptance of professional eno neenng responsibility solely for the design shown.The suitabilit and use bf this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineilw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 BEGIN:471621 GABL Ply: 2 Job Number: 1223001 Cust:R7175 JRef:1XYK71750005 T41 ' FROM:MG City: 1 Dartmouth DrwNo: 092.24.1016.00180 Truss Label: IGE2 / CA 04/01/2024 I 5 > 2 Complete Trusses Required ase ma "x�" l,., .EK i/ I I�I�I��''rl' ' I ' 5 g r � pte_p .1 I, 1 msre 1 ev,° I 1610,1 MIT I 232 .T,As I Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeWCSI Criteria ♦Maximum Reactions(Ibs),or'=PLR TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in lac Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.029 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.072 D 999 240 AA 1216 6 /- /503 /105 /278 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.010 AE - - AUA235 I- /- /96 /9 I- EXP:Des Ld: 73.00 B Kzt:NA HORZ(TL): 0.024 AE - - Wind reactions based on MWFRS Mean Height:45.41 ft AA Wid=5.5 Min 1.5(Truss) 0.00 TCDL:6.0 psf Building Code: Creep Factor.2.0 Brg Req= (T ) Soffit: 2.00 IBC 2018 Max TC CSI: 0.654 AU Brg W id=374 Min Req=- BCDL:4.2 psf Bearings AA&AA are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 WI Std: 2014 Max BC CSI: 0.133 Spacing:24.0" C&C Dist a:3.17 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.429 Members not listed have forces less than 375# Maximum Web Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)I4(0) Webs Tens.Comp. Webs Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731,17 AA-AB 119 -577 Y-AO 135 -762 AB-AC 84 -430 W-R 67 -403 Lumber Additional Notes Z-AH 175 -960 T-U 73 -417 Top chord 2x6 DF-L#2 T2,T3 2x8 DF-L#2; See DWGS A20030ENC160118&GBLLETIN0118 for Bot chord 2x6 DF-L#2 gable wind bracing and other requirements. Maximum Gable Forces Per Ply(Ibs) Webs 2x4:DF-L Standard+DF-L Stud:W1,W2,W4, W6,W7,W8,W9,W10,W11,M1,M2,M3,M4 2x4 DF-L#2; Gables Tens.Comp. Gables Tens. Comp. Nailnote G-AH 59 -435 M-AP 61 -415 Nail Schedule:0.120"x3",min.nails Top Chord:1 Row ,i2 7.25"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. Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-6-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face 04 P R Op and 24.0"span opposite face.Top chord must not be cut or notched,unless specified otherwise. xa gNG i N k $ Truss designed for unbalanced snow loads. 17932 PE ay SUBMITTAL REVIEW Wind 4 "P 1N0 EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT Wind loads based on MWFRS with additional C&C ; 0 MAKE CORRECTIONS NOTED ❑ SUBMIT SPECIFIED REM member design. oTMw a CONFORMANCE WITHTICE DESIGN COMM aEcv W.THE INFORMATION RE I. conr"'DaxMTrns.ANT :"sxowN ABOVE,w swcoo oil:" RE. Ends U24ls exposed to wind pressure.Deflection FeNFM1ea DIAI TE ISNINNS swuG ABmC:TED:ro CORRELATED meets U240. n C7 tEGON ii THE LOB TT;FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTON; Wind loading based on both gable and hip roof types. _ 44r zs TO 4t,� COORDINATION OF THEIR WORK WITH THAT OF ALL OTHER TRADES A.THE i SATSFACT.PERFORMANCE OF THEM WORK. Brace the top chord below the A BY "Lu""�g1Dsm.r7 DATE 4.5.2C24 overframing at 24.0"O.C.per TPI. F I ERPIRATION BATE:1213112025 I l 04/01/2024 "WARNING'"' READ 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 a me care in fabricating,handling,shipping,instal ng and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by WI end SBCA)for safety practices prior to performing these functions. Installers shall'provide temporary (503)357-211a bracingper SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shell have a properly attacd rigid ceiling.Locations shown forpermanent lateral restraint of webs shall have continuous lateral restraint(CLR),mstailed with diagonal bracing in lled on the CLR per BCSI sections B3,B7,or B10,as applicable.Apply plates to each face of ss and position as shown above and on the.joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.Refer to job's General ALPINE' Notes page for additional information. Alpine,a division of ITW Builders Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the Ay./COArn"T truss in conformance with ANSIITPI 1, or for handling, shipping,_installation and bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawing,indicates acceptance of professional errnxg1i_neenng responsibility solelyTor 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. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:is safe.org;AWC:awc.org Glenview,IL 60025 SEQN:471622 GABL Ply: 1 Job Number: 1223001 Cust:R7175 JRef:1XYK71750005 T82 FROM:MG Qty: 1 Dartmouth DrwNo: 09224.1016.05477 .Truss Label: IGE3 / CA 04/01/2024 Bo'id f5' SS T, MT*B'0•'14 I rnz ! rnz I- ree I tr. I.11'..4 run _ PB ssx 4xs „'I Auv • s c 'vl'l„'1I � \\ ups T =1 � I�l 'It.,' I',\ Il l ! az' /Sxl al WAS AN R13X5 AM. MLA RUE A 31e5 A emu I ! MIT re'4 I CO, is F3112 I nrs Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria A Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:212 Ce:1.1 VERT(LL): 0.010 E 999 360 Loc R+ /R- 1 Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.027 E 999 240 AZ*214 /- /- /108 /6 /19 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.003 E - - AN*250 /- /- /115 /16 /- Des Ld: 73.00 EXP.B Kzt.NA HORZ(TL): 0.007 E - - Wind reactions based on MWFRS Mean Height:45.28 ft BuildingCode: Creep Factor:2.0 AZ Brg Wid=216 Min Req=- NCBCLL:0.00 TCDL:6.0 psf IBC 2018 Max TC CSI: 0.199 AN Brg Wid=164 Min Req=- Soffit: 2.00 BCDL:4.2 psf Bearings AZ&AN are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.044 Spacing:24.0" C&C Dist a:3.17 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.771 Members not listed have forces less than 375# p g: Maximum Bot Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:2(0)14(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 AP-AN 427 -45 Lumber Additional Notes TopMaxichord 2x6 DF-L#2 See DWGS A20030ENC160118&GBLLETIN0118 for Websnum Web Forces Per Ply(Ibs) Tens.Comp. Bot chord 2x6 DF-L#2 gable wind bracing and other requirements. Webs 2x4:DF-L Standard+DF-L Stud:W2,W4,W6, AV-G 8 -452 W7,M29,M30,M31,M38,M40 2x4 DF-L#2; W8 2x4 DF-L 2400f-2.OE;W9 2x4 DF-L#1&Bet.; Maximum Gable Forces Per Ply(Ibs) Bracing Gables Tens.Comp. Gables Tens.Comp. (a)Continuous lateral restraint equally spaced on C-BC 95 -565 AW-BC 121 -721 member. Plating Notes All plates are 1.5X4 except as noted. Loading 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 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 RtU P-Ore in overhang or heel panel,unless specified otherwise. g�'F oµGi kite'? 8dr �; 17932 PE SUBMITTAL SUBMITTAL REVIEW Wind aur F INO EXCEPTIONS TAKEN CI REVISE AND RESUBMIT Wind loads based on MWFRS with additional C&C member design. { 0 MAKECORRECRONS NOTED 0 SUBMIT SPECIFIED ITEM f / -' CHECNINO ISONLY FOR GENEALL CONFORMANCE WOO THE DEMON CONCEPT Left end vertical exposed to wind pressure.Deflection meets L/240. CONTRACT OOCDMENrS.S AC TON SHOWN MOM 4 SUBJECT To ME RE- DUMEMENIS OF THE PLANS AND SPECIFICATIONS.CONTRACTOR IS RESTON. Right end vertical exposed to wind pressure. OUEGON SIDLE FOR:DIMENSIONS WHICH SHALL BE F0.6HICATED AND CORRELATE.AT Deflection does not meet U240. Ce Q NIB SRE;FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUC1fOH; y 1 COORDINATION OF THEIR WORN WITH THAT Of ALL OTHER TRADES:AND THE 'tt gvs fr..� SATISFACTORY PERFORMANCE OF THEIR WORN. Wind loading based on both gable and hip roof types. E • 1.1- BY �L- DATE 4.5.2024 1 EXPIRATION DATE:12131.202E U4/0 I/2024 *"WARNING** READ 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 h rxiling shipping,installing_and bracing..Refer to and follow the latest edition of BCSI(Building 1°Cornelius OR 97113 Component Safety Information,by TPI and SBCA)t5F safety practices pnor to performing these functions. Installers shall provide tempos (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a p attached n id ceilingp.�Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint(GLR,installed with diagonal bracing installed on the CLR per BCSI sections B3,B7,or B10,as applicable.Apply plates to each ace,of truss and position as shown above and the 4oint Details, unless noted otherwise. Refer to drawings 160A-Tfor standard plate positions.Refer to jobs General ALPINE. 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.mNCOMPANY truss in conformance with ANSli I P1 1, or for handling, shipping, installation and bracing of trusses A seal on this drawing or cover page 155 Harlem Ave listing this drawing,indicates acceptance of professional encca�rneenng responsibility solelyTor the design shown.The suitability and use of this drawing for any sructure is the responsibility of the Buildingesigner per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Glenview,IL 60025 SOON:471623 FLAT Ply: 1 Job Number: 1223001 FROM:MG Gust:R 7175 JRe1:1XYK7175t1005 T10 City: 173 Dartmouth DrwNo: 09224.1016.49767 Truss Label: BP I CA 04l01/2024 1111.5X4 A -3X5 B T I I ao N f Al a, 113X5 1111.5X4 I'---110"6--I 1'10"6 '� 1'10"6 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:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 26.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.000 B 999 240 BCDL: 10.00 Risk Category:II C* 146 /- /- !77 /5 /28 EXP:B Kzt:NA Snow Duration:1.15 HORZ(LL): -0.001 A - - Wind reactions based on MWFRS Des Id: 73.00 Mean Height 50.67 ft HORZ(TL): 0.001 A - - C Brg Wid=22.4 Min Reg=- NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Bearing D is a rigid surface. Soffit 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.078 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.030 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.093 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 Lumber Top chord 2x4 DF-L#2 Rot chord 2x4 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud: Purlins In lieu of structural panels use pudins to brace all flat TC(d 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets L/240. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. This truss has not been designed to support lateral D P R OfiE forces.Sheathing is required for any longit inal ins ��pLe !item 4� (drag)forces.All horizontal and vertical diaphragms and connections shall be designed by the Engineer . 17932 PE O$ SUBMITTAL REVIEW of Record. Ca Act rt. ONO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT f ./. ❑ MAKE CORRECTIONS NOTED ❑ SUBMIT SPECIFIED ITEM MEC..IS ONLY FON GENENNL CONFORM..W.THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WRN THE WOW..IN MF CONTRACT DOCUMENTS.ANY ACTION SOWN ABOVE R SUBJECT TO THE RE- J�¢y } SI REPIENTS OF FRE PLANS AND SPECIFICATIONS CONMACTOR IS RES ION V rSEV ON TOEJ FOR DNHEt0ICNS WHICH SHALL BE FABRICATED AND CORRELATES AT Z THE 00R SITE FABRIC...PROCESSES AND T£CHNH N:OF CONSTRUCTION 4ty Y COONONW0 OF TIE.WORK WITH THAT OF ALL OTHER TRADES:AND THE C ` k 1.. SATISFACTO00 RT PERFORMANCE OF THEW WORN FJCPIRATION DATE:12l3117025 1 BY ,"`_A`".� DATE 4 . 1.24 04/01/2U14 **WARNING** READ AND FOLLOW ALL NOTES OR THIS DRAWING. IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS TrussO.Boo 4pO Bins Dio Oregon,Inc. Trusses require a eme care in fabricating handling shipping,instal i and bracing. RRRP.O.Box OR Component S fety Information,byTPI and fOr safely i efer a functions.nd followthe latest edition of ide t (Building Cornelius 11 97113 bracing ) have practices priorattachedto perfstming these sheathing Installersttom orasall av temporary (soa)357_z11a B 1.Unless noted otherwise,top chord shall properly structural and bottom tom chord shall have a properly attache id ceiling.Locations shown for permanent lateral restraint of websshall have continuous lateral restraint CLR),installed with diagonal bracinginstalled on the CLR per BCSI sections B3,B7,or B10,as applicable. Apply shown above and onthe Joint Details, unless noted otherwise. Refer to drawings160A-Zfwpstandarda plate of �and position as e Notes page for addiional information. P pars t arse.Refer to job's General ALPINE' Alpine,a division of ITW Building 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 drawl or cover page H""`°" . listing this drawing indicates acceptance of professional engineering responsibility solely-tor the design shown.The suitabili 155 Harlem Ave ty and use of this A drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:atpineilw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:471624 FLAT Ply: 1 Job Number: 1223001 Gust:R 7175 JRef:1XYK71750005 T83 ' FROM:MG City: 1 Dartmouth DrwNo: 09224.1016.56230 Truss Label: BP1 I CA 04/01/2024 1111A. =-3X5 g T 1.� e0 [V I 1 1 I III3X5 III1.5X4 I+—1'8"14--I 1'8"14 '� 1'8"14 Loading Criteria(pst) 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:25.0 Ct:1.1 CAT:II PP Deflection in loe Udefl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.000 B 999 240 C` 146 /- 1- /77 /5 /30 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.001 A - - Wind reactions based on MWFRS Des Ld: 73.00 EXP.B I(zt:NA HORZ(TL): 0.001 A - - C Brg Wid=20.9 Min Req=- Mean Height:50.67 ft NCBCLL:0.00 Building Code: Creep Factor.2.0 Bearing D is a rigid surface. TCDL:4.2 psf Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.066 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.025 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.093 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 Lumber Top chord 2x4 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 flat TC@24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets L/240. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. Pad This truss has not been designed to support lateral i4"-c0 GI NBFRAFS forces.Sheathing is required for any longitudinal va S (drag)forces.All horizontal and vertical diaphragms 17g32 PE 0 and connections shall be designed by the Engineer ,° 4 SUBMITTAL REVIEW of Record. or 1' 1N0 EXCEPTIONS TAKEN ❑ REVISE AND RESUBMIT fEF ❑ MAKE CORRECTIONS NOTED ❑ SUBMIT SPECIFIED ITEM � CHECNINO IS ONLY FOR GENERAL CONFORMANCE WON THE DESIGN CONCEPT OF THE PROTECT AND GENERAL COMPLIANCE WITH THE INFORMATION W ME JJJ /�¢� �y CONTRACT DOCUMENTS.ANT ACTION SHOWN ABOVE.R SUBJECT TO THE RE- . VrSEGY N ONREMEATS OF THE PLANS AND SPECIFICATIONS.CONTRACTOR IS RES+UM \\\ J� ♦� SIBLE FOR DIMMASIONS WHICH SHALL BE FABRICATED AND CORRELATE)AT St}%I 599 y THE JOB SHE FABRICATION PROCESSES AHO TECHMOUES OF CONSTRUCBON: A 1.i' SCOORMNADON ATISFACTORY PERFORMANCE THEIR H IR WOOSTHEIRT O ALL DINER TRADES;AND THE I EXPIRATION DATE:12/3112025 I BY Luw- DATE 4,5.2 24 04/01/2024 *'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss.Components of Oregon,Inc. IMPO TANT'. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require exvreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component S fety Information,by TPI and SBCA)Mr safety practices prior to performing these functions. Installers shall provide tempera (503)357-2118 bracingper SCSI.Unless noted otherwise,top chord shall have properlyattached structural sheathing and bottom chord shell have a property attached rigid ceiling.Locations shown forpermanent lateral restraint of websshall have continuous lateral restraint CLR),installed with diagonal bracing installed on the CLR per BCSI sections B3,B7,or g10,as applicable.Agply plates to each face of�ss and position as shown aboveand the.joint Details, unless noted otherwise_ Refer to drawings 160A-Z'for standard plate positions.Refer to job's General ALPINE' Notes page or 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 Pt 1, or for handling, shippirrl1qq installation and bracingq of trusses. A seal on this draw] or cover page " listing this drawing indicates acceptance of professional errlx��Ineeiing responsibilitysolely/or the design shown.The suitability and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineilw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:471625 FLAT Ply: 1 Job Number: 1223001 Cust:R 7175 JRef:tXYK71750005 784 FROM:MG Qty: 2 Dartmouth DiwNo: 092.24.1017.00160 Truss Label: BP2 / CA 04/01/2024 NI .5X4 A =3X5 B TIIMIIIIIIIIIrLq II.' ��1.1.11111111 B r III3X5 IN 1.5X4 F—1'11'14---i 1'11"14 r 1'11"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:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl IA Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 Lac R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.000 B 999 240 C* 146 /- /- /77 /5 /26 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.000 A - - Wind reactions based on MWFRS Des Ld: 73.00 EXP.B Kzt:NA HORZ(TL): 0.001 A - - C Brg Wid=23.9 Min Req=- NCBCLL:0.00 Mean Height:50.67 ft Building Code: Creep Factor.2.0 Bearing D is a rigid surface. TCDL:4.2 psf Members not listed have forces less than 375# Soffit 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.089 Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.034 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.093 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud: Purlins In lieu of structural panels use puffins to brace all flat TC it4 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets L/240. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. This truss has not been designed to support lateral e,0 p R OF eft forces.Sheathing is required for any longitudinal ,�$� EKG i Na f,R .6,, (drag)forces.All horizontal and vertical diaphragms 3 i and connections shall be designed by the Engineer L; 17933 PE d SUBMITTAL REVIEW of Record. War Y 41 NO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT R \LONYO CIMAKE CORRECTIONS NOTED ❑ SUBMIT SPECIFIED ITEM t, COONDMATION OF THEIR WORN WRN THAT OF ALL OTHER TRADES:AND NE SATISFACTORY PERFORMANCE°ETHEIR WORK. i EXPIRATION DATE:1213112025 i BY 'L41"L- ss11 DATE' .2 I-4 t)4101/2024 **WARNING'* READ AND FOLLOW ALL NOTES ONN THIS DRAWING! Truss Components of Oregon,Inc. *ryMPORTANT*' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating handling shipping,instal ing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by WI end SBCA)toy safety practices or tope rforming these functions. Installers shall provide terhporary (503)357-2118 bracing BCSI.Unless noted otherwise,top chord shall have properprynattached structural sheathing and bottom chord shall have a properly attache id cetlinnqq.�Locations shown forpermanent lateral restraint of webs shall have continuous lateral rut(CLR),installed with diagonal bracing initialled on the CLR per BCSI sections B3,B7,or B10,as applicable. Apply plates to each of truss and position as shown aboveand the.joint Details, unless noted otherwise. Refer to drawings 160A-Z-for standard plate positions.Refer to jobs General ALPINE. Notes page tor additional information. Alpine,a division of ITW BuildiogComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the A"ITN COMPANY truss in conformance with ANSU7PI 1, or for handling, shipping,.installation,and bracing of trusses. A seal on this drawingor cover page 155 Harlem Ave listing this drawing,indicates acceptance of profession.l ennacLlneenng responsibility solely-or the design shown.The suitabilty and use of this drawing for any strcture is the responsibility of the Buildingvesigner per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.coni;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iasafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:471626 FLAT Ply: 1 Job Number: 1223001 Cust:R7175 JReT:1XYK71750005 785 FROM:MG Qty: 1 Dartmouth DrwNo: 09224.1017.04007 Truss Label: BP3 / CA 04/01/2024 1111.5X4 A -3X5B �B � IN-1 fn EN IA . Br III3X5 1111.5X4 I—1'9"13--I 1'9"13 1,9"13 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:25.0 Ct 1.1 CAT:II PP Deflection in loc L/defl LJ# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 Loc R+ I R- I Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.000 B 999 240 C. 146 /- /- /77 /5 /29 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.001 A - - Wind reactions based on MWFRS EXP:B Kzt:NA HORZ(TL): 0.001 A C Brg Wid=21.8 Min Req=- Des Ld: 73.00 Mean Height:50.67 ft NCBCLL:0.00 Bearing D is a rigid surface. Creep Factor 2.0 TCDL:4.2 psf Building Code:IBC 2018 Max TC CSI: 0.074 Members not listed have forces less than 375# Soffit 2.00 BCDL:4.2 psf Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.028 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.093 Loc.from endwall:Any FT/RT2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 Lumber Top chord 2x4 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 flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets 1../240. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. This rt lateral forces.Sheathing is s has not been for any loned to ngitudinal .4,4 p WE Fits (drag)forces.All horizontal and vertical diaphragms g ... SUBMITTAL REVIEW and connections shall be designed by the Engineer U 17932 PE y of Record. ler tir 1 T ISO EXCEPTIONS TAKEN 0 REIASEANDRESUBMIT F v - ❑ MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM CHEC ONLY FOR GENERAL CONFORMANCE W THE DEMON CONCEPT t(y( OF THE E PROJECT WIN AND GENERAL COMPLIANCE WITH THE INFORMATION W THE CONTRACT DOCUMENTS ANY ACTION SHOWN ABOVE IS SUBJECT TO THE RE. QUIREMENTS OF THE PLANS AND SPECIFICATIONS.CONTRACTOR IS RES'OC. 0 hfiEGO G1 A ABLE FCC DIMENSIONS WH1CN SHALL BE FABRICATED COD CORRELATED AT 1irtGVV1'! T THE JOC SITE:FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCIOH: .�Jpi COORDINATION OF THEM WORN WHH THAT OF ALL OTHER TRADES:AND THE "Y Ay, ; W1/4 SATISFACTORY PERFORMANCE OF THEIR WORK ,`1 BY 4,w.-.�wJ1 DATE4.5.2C24 EXPIRATION DATE: 213112025 04/01[2024 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. l'iMPORTANr. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 469 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 pprior to performing these functions. Installers shall provide temporary (50)357-2118 brae per BGSI.Unless noted o rwise,top chord shall have property attached structural sheathingand bottom chord shall have a properly attached rgid•ceilino.Locations shown for permanent lateral restraint ooft webs shall have continuous emlrestraint(CLR),installed with diagonal bracing installed on the CLR per SCSI sections B3,B7,or B10,as applicable.Apply plates tow each face,of Voss and position as ALPINE' L�,N E shown above and_qn the Joint Details, unless noted otherwise. Refer to drawings 160A-z•for standard plate positions.Refer to jobs 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 A"RWCOMPANY truss in conformance with ANSV�PI 1, or for handling, shipping,,installaion,and bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawing,indicates acceptance of professional en rneenng responsibility solelyyor the design shown.The suitability and use of this North Building 4th Floor drawing for any trcture is the responsibility of the Building igner per ANSI/TPI 1 Sec.2. North Building, 60025. • For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org SEQN:471627 FLAT Ply: 1 Job Number: 1223001 Cust:R7175 JRef:1XYK71750005 T86 FROM:MG Qty: 1 Dartmouth DrwNo: 09224.1017.07013 Truss Label: BP4 / CA 94/01/2024 III1.5X4 =3X5 B A�� 1.� ao N Al 11311.11111:1 e, 013X5 HI1.5X4 f---1'9'7--{ 1'9"7 r 1,9"7 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:25.0 Ct:1.1 CAT:II PP Deflection in loc UdefI t1# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.000 B 999 240 C* 146 /- /- /77 /5 /29 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.001 A - - Wind reactions based on MWFRS EXP:B Kzt:NA HORZ(TL): 0.001 A C Brg Wid=21.5 Min Req=- Des Ld: 73.00 Mean Height:50.67 ft Bearing D is a rigid surface. NCBCLL:0.00 Building Code: Creep Factor.2.0 9 TCDL:4.2 psf IBC 2018 Max TC CSI: 0.071 Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.027 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.093 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.23.01.02.0731.17 Lumber Top chord 2x4 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 flat TC@24"oc. Wind Wind loads based on MW FRS with additional CAC member design. End verticals exposed to wind pressure.Deflection meets U240. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. 9 P Dfi This truss has not been designed to support lateral Te A forces.Sheathing is required for any longitudinal �i4 ow NEpk 'y P� _ (drag)forces.All horizontal and vertical diaphragms N 17932 Pt SUBMITTAL::: cIFlw I and connections shall be designed by the Engineer c2 of Record. g T INDEXCEPRONSTAKEN YORESUBMIT i , MARECORRECTIONS NOTED REM CHEM.5 ONLY FOR GENERA CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION IN HIE- CONTRACT DOCUMENTS.ANY ACTION SHOWN ABOVE.IS SUBLET!TO THE RE. }R C/S�y■� QWREMENTS OF TOO PLANS AND SPECIFICATIONS CONTRACTORISRES-OS- n O'REGON THE�N�MIE:FABRICATION PROCESSESMMEIMIONS WHICHES BE ICATED OP CONSTRUCTION: { 725, 4 SATISFACTORY PERFORMANCE OF WEIR WORK TION OF THEM WORN wrm THAT OF ALL OTHER TRADES;AND TOE �1,,� DATE 4.5.2024 EXPIRATION t1/1TE.12f31f]D25 BY T "-'�`""� U4fU1/2024 **WARNING** READ 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 safely practices�ppyrior to perfWiling these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI..Unless noted otherwise,top chord shall have properhr attached structural sheathing and bottom chord shall have a properly attached n id,ceilm .Locations shown for permanent lateral restraint otf webs shall have continuous lateralre�traint(CLR),installed,pcelon as diagonal bracing ins alled on the CLR per BCSI sections B3,B7,or B10,as applicable.Apply plates to each face_of truss and shown aboveand on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.Refer to job's General ALPINE' Notes page or 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 MtOMMN truss in conformance with ANSUTPI 1, or for handling, shipping,,installation and bracin of trusses. A seal on this drawn or cover papa 155 Harlem Ave listing this drawing indicates acceptance of professional engiineenng responsibility solelyyor the design shown.The suitability and use of this North Building,4th Floor drawing for any structure is the responsibility of the BuildingDesigner per ANSI/TPI 1 Sec.2. North Buil i g.4th For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq SEQN:471628 FLAT Ply: 1 Job Number. 1223001 Gust:R7175 JRef:1XYK71750005 T89 FROM:MG Qty: 4 Dartmouth DrwNo: 092.24.1017.10057 Truss Label: BP5 I CA 04/01/2024 NI1.5X4 A =3X5B T rimommi -.1 zo ��mmis B, C III 3X5 III1.5X4 H—1'8"10--I 1'8"10 1'8"10 Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Its),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udell U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:212 Ce:1.1 VERT(LL): 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.000 B 999 240 C* 146 /- /- /77 /5 /30 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.001 A - - Wind reactions based on MWFRS Des Ld: 73.00 EXP.B Kit:NA HORZ(TL): 0.001 A - - C Brg Wid=20.6 Min Reg=- NCBCLL:0.00 Mean Height:50.67 ft Building Code: Creep Factor:2.0 Bearing D is a rigid surface. Soffit: 2.00 BCOL:4.2 psf TCDL:6.0 psf IBC 2018 Max TC CSI: 0.064 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.024 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.093 Loc.from endwall:Any FT/RT:2(0y4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 OF-L#2 Webs 2x4:DF-L Standard+DF-L Stud: Purlins In lieu of structural panels use purlins to brace all flat TC t 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets L/240. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. jK�a$D G NROp6., This truss has not been designed to support lateral Os forces.Sheathing is required for any longitudinal cx i (drag)forces.NI horizontal and vertical diaphragms Ci 17932 PE 01 and connections shall be designed by the Engineer Ly p SUBMITTAL REVIEW of Record. it ..(02,0 „... INS IXCEPTIONSTAKEN Cl REVISE AND RESUBMIT f ❑ MAKE CORRECTIONS NOTED ❑ SUBMIT SPECIFIED ITEM CHECIU IS ONLY FOR MAHAL CONFORMANCE WWI THE DESIGN CONCEPT OF THE PROM.AND GENERAL COMPLLWCE WITH NE INFORMATION M THE. DOCUMENTS ANY ACTON NOWA ABOVE IS SUBJECT TO III C:t. ()REGO N Q, WWIREMENTSN S OF HE MANS AND SPECIRCATIONS.CONTRACTOR IS RE EIO ' w¢ >. SIBLE FOR:DIMENSIONS WHICH SHALL BE FABRICATED MID CORRELATE)AT tr YS,.10% S/ THE MS.:FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTOR: ' COORDSATISFACTORY PERFORMANCE OF TION Of THEM WORK ATT NAT Of WORN.ALL OTHER TRADES AND THE EXPIRATION DATE:12J3113025 I BY 904- DATE 4.5.2C24 04/0I/2024 "WARNING" READ 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 a eme care in fabricating handlingg shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component S fety Information,by TPI and SBCA)for safety practices pror to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BC,SI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ngqtd ceiling.Locations shown for_permanent lateral restraint of webs shall have continuous lateral restraint_(CLR),installed with diagonal bracing Installed on the CLR per SCSI sections B3,B7,or B10,as applicable Amply plates to each ace otruss and position as shown aboveand.on the Joint Details, unless noted otherwise. Refer to drawings 16IA- for standard plate positions.Refer to job's General ALPINE. Notes page or 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 DOBY/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 155 Harlem Ave listing this drawing,indicates acceptance of professional erlgineenng responsibilitysolelytor the design shown.The suitabilityand use of this drawing for any sructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4ih Floor For more information see these web sites:Alpine:alpineilw.com;TPI:tpinsLorg;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Glenview,IL 80025 SEQN:471629 FLAT Ply: 1 Job Number: 1223001 Cost:R7175 JRef:1XYK71750005 T90 FROM:MG Qty: 1 Dartmouth DrwNo: 092.24.1017.13980 Truss Label: BP6 / CA 04/01/2024 111.5X4 A -3X5 g T III 7 I I co N Ili n _, I113X5 1111.5X4 H 12"4—v.{ 1 1'2"4 1'2114 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:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): -0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.000 B 999 240 C 173 /- /- /91 /6 /52 BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORreactions Z(LL): -0.001 A - - Wind based on MWFRS EXP:B Kzt:NA Des Ld: 73.00 HORZ(TL): 0.001 A - - C Brg Wid=14.2 Min Req=1.5(Truss) NCBCLL:0.00 Mean Height:50.67 ft TCDL:4.2 psf Building Code: Creep Factor:2.0 Bearing D is a rigid surface.Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.030 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:h2 to h TPI Std: 2014 Max BC CSI: 0.012 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.099 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud: Purlins In lieu of structural panels use puffins to brace all flat TC@24"oc. Nfind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets U240. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. This truss has not been designed to support lateral (drag)forces.All Sheathingforces. isand ver for tical longitudinal diaphragms 4*.—G k Dr 'd'.„ of and oor connections shall be designed by the Engineer , 17932 PE o SUBMITTAL REVIEW Ea 0 9 NO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT NEC ❑ MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM CNINS NJ ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT 1{'/7 OF THE PROJECT ORS GENERAL COMPUOSCE WITH THE INFORMATION Al ENE- CONTRACT DOCUMENTS.ANT ACTION SHOWN ABOVE.M SUBJECT TO TIE RE. pJMEMENTS OF THE PLANS AGO SPECIFICATIONS.CONTRACTOR IS RES TNA !1'REGO A h SIDLE FOR DIMERSbHS WHICH SHALL BE FABRICATED AND CORRELATE.AT VRGV T THE JOB SITE:FABRIGTNIN PROCESSES AND TECHNIQUES OFCONSTRUC'TON:. _ „�Y 'S !. COORDINATOR OF THEIR WORN WITH THAT OF ALL OTTER TRADER AND THE A`S,AfP AV SATISFACTORY PERFORMANCE OF THEIR WORN. A 4 BY �,. DATE 4.5.2024 1 EXPIRATION DATE:1213112025 I �— U4/01/2024 "'WARNING"' READ 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 exueme care in fabri linriqg handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by I PI?ON SBCA)for safety practices poor to performing these functions. Installers shall provide temporary (503)357-2118 bracingper SCSI..Unless noted otherwise,top chord shall have propenny attached structural sheathing and bottom chord hall have a properly attachh ngld ceilng.Locations shown for permanent lateral restraint of webs shall have continuous rateral restraint(CLR),installed with diagonal bracing installed on the CLR per SCSI sections 63,67,or B10,as applicable. Apply plates to each trace of buss and position as shown above and n the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.Refer to job's General ALPINE' (Votes page or 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 ANIIWFaAPANT truss in conformance with ANSITTPI 1, or for handling, shipping,installation and bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawl indicates acceptance of professional engrneenng responsibility solely tqr the design shown.The suitability and use of this drawing for any ssffr'ucture is the responsibility of the Building-Designer per ANSI/T 11 Sec. . North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinstorg;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Glenview,IL 60025 SEQN:471630 FLAT Ply: 1 Job Number: 1223001 Cust:R7175 JRet:1XYK71750005 T91 • FROM:MG Qty: 1 Dartmouth DrwNo: 092.24.1017.19603 Truss Label: BP7 / CA 04/01/2024 II A E_-3X5 B rmiewirai cO IFil CV U ��MIIIS B, III3X5 1111.5X4 I--1'7'2--I 1'7"2 1'7"2 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def9CSI Criteria ♦Maximum Reactions(Ibs),or'=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:212 Ce:1.1 VERT(LL): 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BOLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.000 B 999 240 C* 146 /- /- 177 /5 /33 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.001 A - - Wind reactions based on MWFRS Des Ld: 73.00 EXP:B Kzt:NA HORZ(TL): 0.001 A - - C Brg Wid=19.1 Min Reg=- Mean Height:50.67 ft NCBCLL:0.00 Building Code: Creep Factor.2.0 Bearing D is a rigid surface. TCDL:4.2 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.055 Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.021 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.094 Loc.from endwall:Any FT/RT2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 Lumber Top chord 2x4 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 flat TC eft 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets L/240. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. PeO P;Opt,.This truss has not been designed to support lateral .t* tee'NE-fk 0s forces.Sheathing is required for any longitudinal q ,, (drag)forces.All horizontal and vertical diaphragms 17932 PE O and connections shall be designed by the Engineer w y, SUBMITTAL REVIEW of Record. ite f IRO EMMONS TAKEN ❑ REVISE AND RESUBMIT ❑ MAKE CORRECTIONS NOTED ❑ SUBMIT SPECIFIED ITEM CHECMNC Is WH.r FDR 6ENERPL CONFORMIJICE WRH 0E DESIGN CONCOCT CO THE PT DOCUMENTS AND GENEGL ACTION SH W ITV E. RS SUBJECT IN RRE- +/I o /± CONTRACm COCUMFARS ANY ID S0 SHOWN ABOVE.6CONDUCTOR TO THE RE- 11 O EGO M R DNREMENIS OF THE PLANS AND SPECIE RIS.CONTRACTOR IS*1 ID 6 MIRE FMB DIMENSIONS WHIM SHALL BE FABRICATED AND CORRELATE)AT •QAT g5,1'1p'' TNEJ�SIM FABRICATION PROCESSES MO TECHNIQUES OF CONSTRUCTION: S. COOROMATIOR OF THEIR WORN WITH THAT OF ALL OTHER TRADES AND THE SAT...TORT PERFORMANCE OFTHOR WORN. EXPIRATION DATE:12/31f2025 ( BY .+R: 4.-•-it DATE 4.5.2024 04/U1/2024 *`WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box469 Trusses require a me care in fabricating handlings shipping,instal ing•and bracing. Refer to and follow the latest edition of SCSI(Building coneros 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 LIRRd shall have properly attached structural sheathing and bottom chord shall have a properly attachedrigid ceiling..Locations shown farpe rmanent lateral restraint of webs shall have continuous I-ateral restraint(CLR),installed with diagonal bracing installed on the CLR per BCSI sections B3,B7,or B10,as applicable. Apply plates to each face ofttuss and position as shown aboveand On the Joint Details, unless noted otherwse. Refer to drawings 160A-Z•for standard plate positions.Refer to job's General ALPINE' Notes page for additional information. Alpine,a division of ITV/Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN 000ro truss in conformance with ANSI/TPI 1, or for handling, shipping,•installation and bracing of trusses, A seal on this drawingor cover page listing this drawl indicates acceptance of professional engineering responsibility solely Tor the design shown.The suitabilit and use of this Harlem Ave drawing for any structure is the responsibility of the Building-Designer per ANSIffPI 1 Sec.2. North Building,4th Floor • For more information see these web sites:Alpine:alpineitw.com;TPI:tpinstorg;SBCA:sbcacomponents.cam;ICC:iccsafe.org;AWC:awc.org Glenview,IL 60025 SEQN:471631 FLAT Ply: 1 Job Number: 1223001 Cost:R 7175 JRef:1XYK71750005 T101 FROM:MG Qty: 14 Dartmouth DrwNo: 092.24.1017.23413 Truss Label: BPS / CA 04/01/2024 1111.5X4 AUG 3X5 B T Iti �l I a/ rt io ou 1! I .NIIIIIMMI — B, 13X5 1111.5X4 1--,—1'10"6—H F 1106 1'10"6 Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PST) DafVCS1 Criteria A Maximum Reactions(Ibs),or'=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.000 B 999 240 CD 146 /- /- /77 /5 /27 BCDL: 10.00 Risk Category:ll Snow Duration:1.15 HORZ(LL): -0.000 A - - Wind reactions based on MWFRS Des Ld: 73.00 EXP.B Kit:NA HORZ(TL): 0.001 A - - C Brg Wid=22.4 Min Reg=- Mean Height 50.57 ft NCBCLL:0.00 Building Code: Creep Factor.2.0 Bearing D is a rigid surface. TCDL:4.2 psf Soffit 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.078 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.030 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.087 Loc.from endwall:Any FT/RT2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.23.01.02.0731.17 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud: Purlins In lieu of structural panels use purtins to brace all flat TCQ24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets L/240. Additional Notes Truss must be installed as shown with top t,lend up. This truss is designed to support vertical loads only. This truss has not been designed to support lateral eb PRO pe Mmes.Sheathing is required for any longitudinal 4.. 00 Alto �Tf' (drag)forces.NI horizontal and vertical diaphragms g ...- and connections shall be designed by the Engineer t., 17932 PE 8y SUBMITTAL REVIEW of Record. rIA k "R' ifNOEXCEPTIONSTAKEN ❑ REVISE AND RESUBMIT f ❑ MAKE CORRECTIONS NOTED ❑ SUBMIT SPECIFIED ITEM CHECKINGDI DILLYFOR GENERAL CONFORMMACE WITH THE OEM.CONCEPT OF THE PROJECT M D GENERAL COMM.: RN THE TTFORMIITOH IH ME +� /� CONTRACT THE L ANY ACTION SCREEN ABOVE IS REEIECt TO THE RE OREGO N DIAREMENTS OF THE PLANS AND HALL B SPECIFICATIONS.CONTRACTOR IS RES.'ON. / �i SIDLE FOR:DIMENSIONS WHIM SHALL REEDICATED MD CONST TT)AT (C,' L� T THE COOROE SITE;FABRICATION PROCESSES AND TOP ALLNHNION OF CONSTROC TO E _ 44r 1f%% �(j COONOMAIRN Of THEIR WORM WITH THAT OF OTHER ARMIES:AND THE S SATISFACTORY PERFORMANCE OF THEIR WORN A BY oz.--Jw.1 DATE4.55,2C.24 EXPIRATION DATE:17131T7025 04/01/2024 **WARNING** READ AND FOLLOW ALL NOTES Olt THIS DRAWING! Truss Components oforogon,Inc. IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses r ore extreme care in fabricating handling shi ping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component S fety 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�d shall have a properly attached rigid.ceiling.Locations shown forp ermanent lateral restraint o webs shall have continuous lateral restraint(CLR),,installed with diagonal bfacinn4q installed on the CLR per SCSI sections B3,B7,or B10,as applicable,Apply plates to each face gftruss and position as dhown above and on the.)oint Details, unless noted otherwise. Refer to drawings 160A-Z'for standard plate positions.Refer to job's General ALPINE' otes page tor additional information. Alpine,a division of ITW BuildinOq,�CComponents 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 bracino of trusses; A seal on this drawing,or cover page 155 Harlem Ave listing this drawing indicates acceptance of professional erWneenng responsibility solely-for the design shown.The suitabilit and use of this drawing for any structure is the responsibility of the Budding-De-signer per ANSI/TPl 1 Sec.2. North lding,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPA:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Glenview,IL ,45 SEQN:471632 FLAT Ply: 1 Job Number: 1223001 Cost:R 7175 JRef1XYK71750005 T104 FROM:MG Qty: 1 Dartmouth DrwNo: 092.24.1017.28150 Truss Label: BP9 / CA 04/01/2024 III 1A5X4 _3X5 B IMIlreall Br,- io fV 15 III l■lliMIJ "V 113X5 1111.5X4 F.--1'7"2--I I' 1 7"2 1'7"2 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Dafl/C31 Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in hoc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:212 Ce:1.1 VERT(LL): 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.000 B 999 240 CC 146 /- /- /77 /5 /31 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.001 A - - Wind reactions based on MWFRS Des Ld: 73.00 EXP.B Kzt:NA HORZ(TL): 0.001 A - - C Brg Wid=19.1 Min Req=- NCBCLL:0.00 Mean Height:50.57 ft TCDL:4.2 psf Building Code: Creep Factor.2.0 Bearing D is a rigid surface.Soffit 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.055 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.021 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.087 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.23.01.02.0731.17 Lumber Top chord 2x4 DF-L#2 Dot chord 2x4 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud: Purlins In lieu of structural panels use puriins to brace all Bat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets U240. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. This truss has not been designed to support lateral forces.Sheathing is required for any longitudinal r�49 G i pQFt. Fd (drag)forces.All horizontal and vertical diaphragms g'� ¢ 4p S� and connections shall be designed by the Engineer Ca 17932 PE ay SUBMITTAL REVIEW of Record. le w cr INO EXCEPTIONSTAKEN Cl REVISE AND RESUBMIT f 1 NEC❑ MAKE CORRECTIONS NO1ED ❑ SUBMITSPECIFIED REM cNDw Is qnr FOR CEN..CONM MANDE WITH THE DFscx CDNSEPT Of THE CT DRCT AND GENERAL SHOWN WYTN TIE HRDRMATTO IN DIE- QUJOEMCI DOCUMENTS.ARV ACTION SHOWN ABOVE IS SUBJECT TO TM RE. /���SN.C.��wS(y OUMEMENTS Of TIE PLANS AND SPEWS-C.ATDNS.CONTRACTOR IS RES2ON. OTtEGON /� SIDLE F. FABRICATION WHICH SHALL BE FABRICATED AND CORRELATES AT CI T THE JOB SHE:FABRICATION PROCESSES AND TECHWOIHE OF CONS:AND THE dRY as,vi0 f4 :riv ATDT OF THEM WORN TOI THAT OF ALL OTHER TRADES:AND THE �'� s,ETMFAcroRr TIWFDRMAMCE OFTxaRwoRN. EXPIRATION DATE:12/3112025 1 BY -— .( DATE4.5.2C24 04/01/2024 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Ins IPAPo 2TANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses recur extreme care in fabricating,h ndlin shipping,instal ing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)tg�r safety practices nor to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise top chord shall have Ba structural sheathing and bottom chord shell have a propenY attached rigid ceiling.Locations shown for'pe_nnanent lateral res'webs Sall have continuous lateralrestraint I( LR),installed with' diagonal bracing installed on the CLR per SCSI sections B33,B7,or 810,as applicabte. Apply plates to each ace of buss and position as Nhown aboveand n the Joint Details, unless noted otherwise. Refer to drawings 160A-ZZ,,for standard plate positions.Refer to job's General ALPINE' otes page tor additional information. Alpine,a division of ITW Buildin CComponents Group Inc.shall not be responsiblefor any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping,.installation an bracing of trusses A seal on this draWj or cover page 155 Harlem Ave ANDWEDAo.D listing this drawing,indicates acceptance of professional ent�rneenng responsibilitys yTor the design shown.The suitabilityit and use of this drawing for any sructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:471633 FLAT Ply: 1 Job Number 1223001 Cust:R 7175 JRef:1XYK71750005 T93 FROM:MG Qty: 2 Dartmouth DrwNo: 092.24.1017.32893 Truss Label: BP10 / CA 04/01/2024 1111.5X4 A =3X5 B EN III3X5 I)1.5X4 I---1'2"6—'.I 1 12"6 i 1'2"6 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:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pt:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 Loc R+ /R- /Rh I Rim /U I RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.000 B 999 240 C 175 /- /- /92 /4 /35 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.000 A - - Wind reactions based on MWFRS EXP:B Kzt:NA Des Ld: 73.00 HORZ(TL): 0.000 A - - C Brg Wid=14.4 Min Req=1.5(Truss) NCBCLL:0.00 Mean Height 40.00 ft TCDL:4.2 psi Building Code: Creep Factor:2.0 Bearing D is a rigid surface.So Members not listed have forces less than 375# Soffit: 2.00 BCDL:42 psf IBC 2018 Max TC CSI: 0.031 Load Duration:1.15 MWFRS Parallel Dist:h/2 to h Tel Std: 2014 Max BC CSI: 0.012 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.051 Loc.from endwall:Any FT/RT:2(0)I4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.23.01.02.0731.17 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud: Purlins In lieu of structural panels use pudins to brace all flat TC@24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets U240. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. This truss has not been designed to support lateral pD P ROF forces.Sheathing is required for any longitudinal gib f M !NE �d., (drag)forces.All horizontal and vertical diaphragms 17032 PE O and connections shall be designed by the Engineer - SUBMITTAL REVIEW of Record. C f I �NO EXCEPRONS TAKEN ❑ REVISE AND RESUBMIT I 0 MAKECORRECROISNOIED 0 SUBMRSPECIFlED REM CHECKING M ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN COMM OF THE PROTECT Alm GENERAL COMPLIANCE WITH THE INFORMATION IN ME- CONTRACT OOO`UMFNFS ANY ACTION SHOWN ABOVE IS SUMS.TO TM RE- OREGON Ii OUMEMEMS OF INC PLANS AND SPECIFIC...RI FIAWIC CONTRACTOR IS RESNW4 a '+' I'r, SL&E FOR:DIMENSIONS WHICH SHALL DE FARRMATED AND CORRELATED Al 444yZS,TO THE)MO SITE;FARRIGEDN PROCESSES AND TECHNIQUES OFCONSTRUC'mN 1* COORDINATION OF nom WORK MTH THAT OF A,/. SA ACTORY PERFORMANCE OFTNEIR MORN.ALL OTIEA THANES;AND THE EXPIRATION DATE:12/3112025 I BY.C. -..3cK.J� DATE 4.5.2 24 04/01/2024 l *"'WARNING*" READ AND FOLLOW ALL ti I NOTES ON THIS DRAWING! Trues Components of Oregon,Inc PO tTANT* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Cornelis OR 97113 Component Safety Information,by TPI and SBCA)tor safely practices car to performing these functions. Installers shall provide pore (503)357-2118 bracing per BCSI.Unless noted ise,top chord shall have Rrepertpy attached structural sheathing and bottom chord shall have a y attached rigid ceiling.Locations shown forppe�r_manent lateral restraint of webs shall have continuous lateral iuxbaint(CLR),installed write diagonal bracing in9talled on the CtR per t3CSI sections B3,B7,or B10,as applicable.Apply plates to each face of truss and position as shown above and.on the Joint Details, unless noted otherwise. Refer to drawings 160A-2 for standard plate positions.Refer to job's General ALPINE. otes page for additional information. Alpine,a division of TIN Building Components Group Inc.shall not be responsible for any deviation from this drawing,a failure to build the NRW COMPANY truss in conformance with ANSI/TPI 1, or for handling shipping,,insta Ion and bracing of trusses. A seal on this drr�rrrvry or cover 89a 155 Harlem Ave" listing this drawing indicates acceptance of professiornal ennggr�neenng responsibility solelytor the design shown.The suitability and use of this drawing for any structure is the reaponsibility of the Building igner per ANSI/TPI 1 Sec.2. North Building,4th Floor • For more information see these web sites:Alpine:alpineitw.can;TPI:tpinstorg;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:471834 FLAT Ply 1 Job Number: 1223001 Cust:R 7175 JRef:1XYK71750005 T92 FROM:MG Qty-. 8 Dartmouth DrwNo: 09224.1017.37993 Truss Label: BP11 / CA 04/01/2024 1 4 11A.5X -3X5 g T i sr" .■ IIIMMIN B, 1113X5 III1.5X4 1---1'10.'6--1 1'10'6 '1 1'10*6 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:25.0 Ct 1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.000 B 999 240 C. 146 l- /- /77 /4 /19 BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): -0.000 A - - Wind reactions based on MWFRS EXP:B Kzt:NA Des Ld: 73.00 Mean Height 40.00 ft HORZ(TL): 0.000 A - - C Brg Wid=22.4 Min Req=- NCBCLL:0.00 Building Code: Creep Factor:2.0 Bearing D is a rigid surface. TCDL:4.2 psf Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.078 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.030 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.052 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 Lumber Top chord 2x4 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 flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets 1./240. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only PRO This truss has not been designed to support lateral {{sft9 at NEB !�S forces.Sheathing is required for any longitudinal 4 Sr (drag)forces.All horizontal and vertical diaphragms `• 17932 PE 0 and connections shall be designed by the Engineer ,,o 1- SUBMITTAL REVIEW Of Record. �NO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT f toMANE CORRECTIONS NOTED ❑ SUBMIT SPECIFIED ITEM comers IS ONLY FOR GENERAL CONFORMANCE W.THE DESIGN CONfEPT Of THE PROJECT AND GENERAL COMMAS.WITH THE INUBJECT.IN RE. ¢y }t�y CONTRACT DOCUATEES ANY ACTION SHOWN ABOVE 6 SUBJECT TO TNT RE- V r�EGON />, WIREMENTS OF THE PLANS AND TALL B FABRICATED CONTRACTOR IS ATEDREY.,AT S. R011 0 M DIMENSIONS WINCH SHALL BE FABRICATED AND CORRELATE°AT "te.7 ,1°1��` THE IDS SITE....AMC PROCESSES AND TECHNIQUES CONSTRUDION: } Z COOROINATTON OF THEW WORN WITH TAT OF ALL OTHER TRADES:AND THE C • SATISFACTORY PERFORMANCE OF THEIR WORN. EXPIRATION DATE:12131/2025 I BY &I1 -.4.....1 DATE 4. .21 4 04/01/2024 '*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components o Oregon,Sic. *IMPORTANT., FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.BOA 466 Trusses requl a me care in fabricating handling9 shipping,installing,and bracing..Refer to and follow the latest edition of BCSI(Building COMMA OR 97113 Component Safety Information,by TPI and'SBCA)for safety practices onor 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 ropes attached rigid ceiling.Locations shown for'ermanerit lateral restraint of webs shall have continuous lateral t tiaint(CLR),installed,with /411111 diagonal bacing installed on the CI,R per SCSI sections 83,B7,or B10,as applicable,Apply plates to each face of truss ant positon as shown aboveand the Joint Details, unless noted otherwise. Refer to drawings 1A-Z for standard plate positions.Refer to job's General A LPI N E Notes page or additional information. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,an failure to build the truss in conformance with ANSI,PI 1, or for handlingshipping, installation and bracing of trusses. A seal on this draw) or cover page 155 Harlem Ave ANNW DA�AN listing this drawing,indicates acceptance of professioal encLineering responsibilitysolelytor the design shown.The suitabili and use of this drawing for any strcture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor • For more information see these web sites:Alpine:alpineilw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Glenview,IL 60025 SEQN:471635 FLAT Ply: 1 Job Number. 1223001 Cust:R 7175 JRef:1XYK71750005 T96 FROM:MG Qty: 1 Dartmouth DrwNo: 092.24.1017.41877 Truss Label: BP12 / CA 04/01/2024 III 4 =3X5 A B T II� a0 N U. I� a, III3X5 1111.5X4 H-1'9"10-I I 1 9"10 i 1'9"10 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:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pt:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.000 B 999 240 C* 146 /- /- /77 /5 /29 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.001 A - - Wind reactions based on MWFRS Des Ld: 73.00 EXP.B Kzt:NA HORZ(TL): 0.001 A - - C Brg W id=21.6 Min Req=- Mean Height:50.67 ft NCBCLL:0.00 TCDL:8.0 psf Building Code: Creep Factor:2.0 Bearing D is a rigid surface. Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.073 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.028 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.093 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 Lumber Top chord 2x4 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 flat TC b 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets L/240. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. D F RD This forces.Sheathing Ss has not eaga ren ed foa any lonto gitudinaort erel A IP, t G i task �& (drag)forces.All horizontal and vertical diaphragms 17532 PE O and connections shall be designed by the Engineer U SUBMITTAL REVIEW Of Record. re 1 AINOEXCEPTIONSTAKEN ❑ REVISE ANDRESUBMIT ❑ MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED REM CNELRLOS 6 ONLY FOR GENERAL CONFORMANCE WRH TOE OESIGN CONCEPT OF mown,PROTECT AND GENERAL TION SHOCE WRH THE INFOMMTT O a THE- OREGON QAREMEFRS THE PLANS AND SPECIFICATIONS CONTRACTOR IS ES.°. c IL SIGHS FOR:DIMENSIONS WHICH SHALL BE FARRICATEO AND CORRELATED AT ,C T '.199t g i YS CCOOR THE�DWATIOTI FABRICATIONTE R WORN WOO TOOTT OF PROCESSES AND F JEMMIES R MADE.ARE THE THE { A SATISFACTORYPERFORAMNCE OF THEIR WORK I EXPIRATION DATE:12131/2025 I BY 4""" 41.o.J( DATE 4.5,2 24 04/01/2024 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING/ Truss Components of Oregon Inc.IMPO 2TANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 465 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 ana SBCA)for safety practices rior to perftining these function. Installers shall provide temporary (5O3)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properpry attached structural sheathing and bottom chord hall have a propery attached rigid ceiling.Locations shown forpermanent lateral restraint W webs shall have continuous Lateral iM(CLR),installed with diagonal bracing metalled on the CLR per BCSI sections B3,B7,or B10,as applicable. Apply plates to each ce of and position as .4411 .shown above arm the.joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.Refer to job's General ALPINE* (V A LP1 N E 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 I ITW COMPANY truss m conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawl or cover page listing this drawing indicates acceptance of professional ern veering responsibility solelytor the design shown.The suitability and use of this 155 Harlem Ave A drawing or any structure is the responsibility of the Building signer per ANSI/TM 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.conl;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Glenview,IL 60025 SEQN:471636 FLAT Ply: 1 Job Number: 1223001 Cust:R7175 JRef:1XYK71750005 T97 FROM:MG Qty. 1 Dartmouth 0rwNo: 09224.1017.45873 Truss Label: BP13 / CA 04/01/2024 IIIA se3X5B T II .11 IN IN Ii ao iV MILMIIMMUI B, III3X5 HI 1.5X4 1----1'11"2— j f 1'11'2 1'11"2 Loading Criteria(pet) 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:25.0 Ct 1.1 CAT:II PP Deflection in loc Udefl Ur/ Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.000 B 999 240 C* 146 /- /- /77 /5 /27 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.001 A - - Wind reactions based on MWFRS EXDes Ld: 73.00P B Kzt:NA HORZ(TL): 0.001 A - - C Brg Wid=23.1 Min Req=- NCBCLL:0.00 Mean Height:50.67 ft TCDL:4.2 psf Building Code: Creep Factor.2.0 Bearing D is a rigid surface.Soffit: Members not listed have forces less than 375# 2.00 BMX:4.2 psf IBC 2018 Max TC CSI: 0.084 Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.032 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.093 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 Lumber Top chord 2x4 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 flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets L/240. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. This truss has not been designed to support lateral 00 NE forces.Sheathing is required for any longitudinal 4 gMG N R 8,g (drag)forces.All horizontal and vertical diaphragms ... 17932 PE ' and connections shall be designed by the Engineer W Og SUBMITTAL REVIEW of Record. llr ONO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT f 0 MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM CHECKING IS DOILY FOR GENERAL CWIFOTM ICE WITH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE Wail THE INFORMATION IN DIE- CONMACT ACTON SHOWN ABOVE.IS SUIRIECT TO Tit RE. . O#EGON THE ART SPECIFICATION.dNNAC0 SRESgN t� !'4 SABLE FOR:DMIENSIONS WHICH SHALL RE FABRICATED AND CORRELATES AT ddT 1i44 / v THE MR STE FABRICATION PROCESSES ANDTECHNIDOED OF CONSTRUCTING C ` COORDINATOR Of THEM WORN WISH THAT OF ALL OTHER TRADES AND THE 4' L. SATISFACTORY PERFORMANCE OETNETR MORN. 1 EXPIRATION DATE:12131/2025 I BY 4P"' DATE 4.5.2C24 04/01/2024 **WARNING'* READ 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 a eme care in fabricating,handling,shipping,instal'ng,and bracing. Refer to and follow the latest edition of BCSI(Building CarneaW OR 97113 Component Safety Information,by TPI and SBCA)for safety practices pnor to performing these functions. Installers shall provide tech re bracino per BCSI.Unless noted otherwise,top chord shall have pro pedv attached structural sheathing and bottom chord hall have a properly (503)357-2118 attached rigid,ceiling.Locations shown for'oermanent lateral festtaaiilt of webs shall have continuous ateral t been(CLR),' with diagonal bracing installed on the CLR per BCSI sections B3 B7,or B10,as applicable. Apply plates to each face of truss anndsta8edposition as shown aboveand the.Joint Details, unless noted otherwise. Refer to drawings 160A-Z'for standard plate positions.Refer to job's General ALPINE. otes page or 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 As nNEawAN truss in confomian a with ANSI/TPI 1, or for handling, shipping, installation and brain drawing of trusses. A seal on this drawl or cover page 155 Harlem Ave listing this drawing indicates acceptance of professional enrxoLlneenng responsibility solelyTor the design shown.The suitabili r and use of this r drawing for any structure is the responsibility of the BuildingThftigner per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.00m;TPI:tpinstorq;SBCA:sbcacomponents.com;ICC:icdsafe.org;AWC:awc.org Glenview,IL 60025 SEQN:471637 FLAT Ply: 1 Job Number. 1223001 Gust:R 7175 JRef:1XYK71750005 T121 FROM:MG Qty: 1 Dartmouth DnrNo: 092.24.1017.50797 Truss Label: 8P14 / CA 04/01/2024 111.5X4 A -3X5B T I CO lirl or U ��i D, C III 3X5 III 1.5X4 I--_1'8"6—'I 1'8"10 ' 1'8"10 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.000 B 999 240 C. 148 /- /- f77 /5 /31 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.001 A - - Wind reactions based on MWFRS Des Ld: 73.00 EXP.B Kzt.NA HORZ(TL): 0.001 A - - C Brg Wid=20.4 Min Req=- NCBCLL:0.00 Mean Height 50.67 ft Building Code: Creep Factor.2.0 Bearing D is a rigid surface. Soffit 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.064 TCDL:4. psf Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.024 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.093 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.23.01.02.0731.17 Lumber Top chord 2x4 DF-L#2 Gott chord 2x4 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud: Purlins In lieu of structural panels use pudins to brace all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets L/240. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. This truss has not been designed to support lateral forces.Sheathing is required for any longitudinal P DOFF (drag)forces.All horizontal and vertical diaphragms ¢r•O N84� LDS and of eonnections shall be designed by the Engineer C•••• 17932 PE O$ SUBMITTAL REVIEW ter 7 INO EXCEPTIONS TAKEN ❑ REVISE AND RESUBMIT f i ❑ MAKECORRECTIONS NOTED ❑ SUBMITSPECIREDITEM CHECMW M OWY FOR GENERAL CONTORMPNCE WITH TOE RESIGN COHERES OF THE PROJECT M N GENERAL COMNSHOWN AB V THE MEORMATIOS W RIE. CONTRACT DOCUMENTS.MIT ACTION SHOWN ABOVE IS RACTECT TO TW RE. QUIROR{ G MOLE OLE FOR:D OF THE PLANS MO HALLBARSPECIFICATIONS.CONTRACTOR IS RESTATE.AT 'Mr4EVaN M1 �FM'' SWIRER SOME BE FAECHNIQUESO CORRELATE.AT T TOEM COORDINATION FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION; �W L COO OI OF THEIR NCEG WITH TINT OF ALL OTHER TRADES:AND ICE 'fi1Y I T ; v SATISFACTORY PERFORMANCE OFTNEIR WORN. A BY .w- .L.1 DATE 4.5.2C 24 I EXPIRATION DATE:1213112025 I lJ4/07/2024 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon.SW. *IMPORTANT., FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses regqlgI extreme care in fabricating handling,shipping,instal ing,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 to performing these functions. Installers shall p�nde terripora (503)357-2118 r19 per I.Unless noted Otherwise,top chord shall have properprynaotrtached structural sheathing and bottom chord h l have a attached erq d ceilinngg�L�ocations shown for permanent lateral restraint of webs shall have continuous rateral restraint(CLR�,installed a� diagonal bracing installed on the CLR per BC51 sections B3,B7, r 610,as applicable.AopIy plates to each face gf bras and pceition as shown aboveandon the Joint Details, unless noted otherwise. Refer to drawings 160A-Tfor standard plate positions.Refer to job's General ALPI N E Notes page for aMtional 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 drawl or cover page 155 Harlem Ave listing this drawing,indicates acceptance of professional ennmei:ringG respen rbiliry solely7or the design shown.The suitability' and use of U1is drawing for any tructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor • For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orp;SBCA:sbcacomponents.com;ICC:icxsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:471638 FLAT Ply: 1 Job Number: 1223001 Cust:R 7175 JRef:1XYK71750005 TB7 FROM:MG Qty: 1 Dartmouth DrwNo: 09224.1017.56560 miss Label: BP15 / CA 04/01/2024 111.5X4 --3X5 A B T 11.1111111111 in O "Ai e _ �.�l� ., 1113X5 III3X5 F---1'11"14--{ 1'11"14 • 1'11'14 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs),or*=PLF TOLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct.1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): -0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.001 B 999 240 C* 146 /- /- /77 /5 /42 BCOL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.002 A - - Wind reactions based on MWFRS EXP:B Kzt:NA Des Ld: 73.00 Mean Height 52.03 ft HORZ(TL): 0.002 A - - C Brg Wid=23.9 Min Req=- NCBCLL:0.00 TOOL:6.0 psf Building Code: Creep Factor.2.0 Bearing D is a rigid surface. Soffit: 2.00 BCOL:4.2 psf IBC 2018 Max TC CSI: 0.090 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:h/2 to h WI Std: 2014 Max BC CSI: 0.034 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.210 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.23.01.02.0731.17 Lumber Top chord 2x4 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 flat TC(d 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets L/240. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. forces. pe This heath Sheathing ss has not eequ ren ed foa any longitudinalto rt eral �.�w 4 G,N t O'Lf. (drag)forces.All horizontal and vertical diaphragms ', 17932 PE 0 and connections shall be designed by the Engineer v SUBMITTAL REVIEW of Record. rr I E%C IMOEPnONS TAKER Cl REVISE AND RESUBMIT f w ❑ MAKE CORRECTIONS NOTED ❑ SUBMITSPECIRED REM OF THE PROTECT AND GENERAL COMPLIANCE WITH THE INFORMATION IN ME /ITS }w TRACT DOCUMENTS.ANY ACTION SHOWN AOOYE.IS SnMIEtt TO€S NE VREVO N SIMIEMENTS OF 1NE PLANS CHO HALL B FABRICATED RAOCOR IS CORRELATES AT i THE FOR E FABRICATION WHICH PROCESSES A DTECHNIQU AND CONNTMICS M $ty sy 1yF' y COORDINATION L E OF THEIR WORK WITH THAT OF ALL TECHNIQUES TRADES S RU THE y. o. CO FACTACTORYON fORMMCE MINOR THAT ALL OTHER TNADEs:.YiD THE EXPIRATION DATE:1 213 112 0 2 5 I BY 9a'1'�w.--3wK./ DATE 4.5.2C24 B4/U 1/2024 "'WARNING" READ 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 a me care in fabricating handlingp,ship 1ng,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cane6us OR 97113 Component Safety Information,by WI and'SBCA)for sate�pv practices installing. r to performing these functions. Installers shall provide temporary (503)357-2118 braanq per BcI.Unless noted otherwise top chord shall Have properpry attached structural sheatherM�and bottom oM shall have a propenY attactt8d ngKi ceilirnl�0�Locations shownpermanent lateral restraint of webs shall have continuous lateral restraint CLR),installed with diagonal bracing installed on the CLR r BCSI sections B3,B7,or B10,as applicable. AOoly plates to each face of and position as �� shown above and the.point Details, unless noted otherwise. Refer to drawings 160A-Z'for standard plate positions.Refer to job's General ALPINE* otes 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 H coM,AHY truss in conformance with ANSI/TPI 1, or for handling shipping,,installation_and brain of trusses A seal on this drawing or cover p pie 155 Harlem Ave Au listing this drawing,indicates acceptance of professional errg1�ineenng responsibility solelygtpr the design shown.The suitability and use or Mis drawing for any structure is the responsibility of the Building esigner per ANSI/TPI 1 Sec. North Building,4th Floor For more information see these web sites:Alpine:alpineilw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:is safe.orq;AWC:awc.org Glenview,IL 60025 SEQN:471639 FLAT Ply: 1 Job Number: 1223001 Gust:R 7175 JRef:1XYK71750005 TAB • FROM:MG Qty: 6 Dartmouth DrvRJo; 092.24.1018.00617 Truss label: BP16 / CA 04/01/2024 It 1.5X4 m 3X5 A B T I I V) 0 r. _ I■tr_■ ■, lI3X5 III3X5 --1'10"6-H 1'10"6 1'10"6 Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) DetUCSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): -0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.001 B 999 240 C* 146 /- /- /77 /5 /44 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.002 A - - Wind reactions based on MWFRS Des Ld: 73.00 EXP.B Kzt.NA HORZ(TL): 0.002 A - - C Brg Wid=22.4 Min Reg=- NCBCLL:0.00 Mean Height 52.03 ft TCDL:4.2 psf Building Code: Creep Factor 2.0 Bearing D is a rigid surface.Soffit 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.078 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI SW: 2014 Max BC CSI: 0.029 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.212 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.23.01.02.0731.17 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:DF-L Standard+OF-L Stud: Purlins In lieu of structural panels use puffins to brace all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets L/240. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. This truss has not been designed to support lateral .tO P RUFF forces.Sheathing is required for any longitudinal . E%GI N6tk 6 (drag)forces.All horizontal and vertical diaphragmsLp and connections shall be designed by the Engineer s, 17932 PE O� SUBMITTAL REVIEW Of Record. Nr VNO EXCEPIONSTAKQI 0 REVISE AND RESUBMIT i ❑ MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM i i CNECNING IS OBE FOR GENERAL CONFORMANCE WITH THE DESIGN CONEPT O'TOE PROJECT AND GENERAL COMPLIANCE WrtN THE INFORMATION IN TNE- CONrRACT DOCUMENTS.ANY ACTION SHOWN ABOVE.IS SUBJECT TO TH{RE- O'�tEGO N OINREMFMS OF THE PLANS AND SPEL E FABRICATED A CONTRACTOR iS CORRELATED AT GI 4 THE#IROSITL FFAABpCATNB PRONS ROOCSESSES TECNNWIDJCSµOOF CCOISTRUCYJOTU '.. Jeer iii yg9s err' COORDINATION OF THEIR WORD WTI THAT OF ALL OTHER TRADES:AND THE 4'L SATISFACTORY PERFORMANCE OFTNEIR WORN. A BY 9 kt.a.- {�, DATE 4. . 124 1 EXPIRATION DATE:1213112025 I 1 04/01/2024 **WARNING** READ 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 are in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Come■us OR 97113 Component Safety Information,by TPI and SBCA)ter safety practices podor to performing these functions. Installers shall provide tern (503)357-211E bracing per BCSI.Unless noted otherwise,top chord shall have property attached structural sheathing and bottomchord shall have a prope7ly _ attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have continuous Were]restraint CLR),installed with diagonal bracing installed on the CLR per SCSI sections B3,B7,or B10,as applicable. A�ply plates to each ace off se and position as shown abg and n the.joint Deh�ils, unless noted otherwise. efer to drawings 160A- for standard plate positions.Refer t0 job's General ALPINE' Otis pager(or ad�(tional 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 AS c e truss in conformance with ANSI�PI 1, or for handling, shipping,,installation and bracing of trusses. A seal this drawer or cover e listing this drawing indicates acceptance of professional erl�Ineenng responsibilitysolely-for the design shown suitability and use gage this 155 Harlem Ave drawing for any structure is the responsibility of Me Building-Designer pet ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:471640 FLAT Ply. 1 Job Number. 1223001 Cast:R 7175 JRef:1XYK71750005 T95 FROM:MG Qty: 1 Dartmouth DrwNo: 092.24.1018.06233 Truss Label: BP17 / CA 04/01/2024 IN1.5X4 =3X5 A B co <V rn IA MINIM. Rr 13X 63 I--1'8*6--H 1.8"10 1'8"10 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflCSI Criteria ♦Maximum Reactions(ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct 1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:212 Ce:1.1 VERT(LL): -0.001 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.002 B 999 240 C* 148 /- /- /77 /6 /65 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.007 A - - D /-161 Des Ld: 73.00 FJ(P.B Kzt:NA HORZ(TL): 0.008 A - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height 53.22 ft TCDL 6.0 psf Building Code: Creep Factor 2.0 C Brg Wid=20.4 Mtn Reg=- Soffit: 2.00 BCDL:4.2 psf BC 2018 Max TC CSI: 0.068 Bearing D is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Sid: 2014 Max BC CSI: 0.026 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.426 Maximum Web Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:2(0)/4(0) Webs Tens.Comp. Webs Tens.Comp. GCpi:0.18 Plate Type(s): D-B 388 -388 B-C 415 -317 Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud: Purlins In lieu of structural panels use purtins to brace all flat TC@24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets U240. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. This truss has not been designed to support lateral � lµ01 NROFF$ forces.Sheathing is required for any longitudinal l fis a L4 (drag)forces.All horizontal and vertical diaphragms ci, 17932 PE °� and connections shall be designed by the Engineer lio# y SUBMITTAL REVIEW of Record. l 4�NO ERCEPfIONSTAKEN ❑ REVISEAND RESUBMIT 4V4 C MAKE CORRECTIONS NOTED ❑ SUBMITSPECIFIED ITEM t/ CNECNING is ONLY FAR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMARAI IN POE. CONTRACT DOCUMENTS.ANY ACTION SHOWN ABOVE LS SUBJECT TO TIE RE- ORE J±V QN ,y Q.REMENTS OF THE PLANS N b NS AND SPECIFICATIONS.CONTRACTOR IS RES)O SAME TOW AeA SHAM IONS WINCH SHA BE FABMCATED AND CORRELATED AT ra,154' • THE JON S0E PRO CESSES OCESSES AND TECHNIQUES OF CONSTRUCTION k ♦GV ri M COOROMATION OF THEIR WORK WITH TROT OF ALL OTHER TRADES:ANb THE n, S SATIFACTORYPERFORMAIME OF MMR WORN. 1 EXPIRATION DATE:12/310025 I BY 9.3111 4 DATE 4.5.2 24 04/01/2024 *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Ommgo n,Inc. "'IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P. ,Boo 468 Trusses require me care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(BuildIInnngg Cornelius OR 97113 Component Safety Information by TPI and SBCA)tOr safely practices prior to pertaining these functions. Installers shall provide terhporal (503)357-2118 bracing per BGSI.Unless noted oTt Ise,top chord shall have prope ,attached structural sheathing and bottom chord shalt have a properflly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint(CLR),installed with /111116 diagonal bracing installed on the CLR per BGSI sections B3 B7,orB10,as applicable. Apply plates to each face of truss and position as shown above and_w the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.Refer to job's General ALPINE. Notes page Mr 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 OYWYCO ACT truss in conformance with ANSIlfPI 1, or for handling, shippppiing,.installation arid bracing of trusses. A seal on this drawl or cover page listing this drawing indicates acceptance of professional en eneenng responsibility solely-for the design shown.The suitability and use f this Harlem Ave drawing Tor any structure is the responsibility Of the Building signer per ANSUTPI 1 Sec.2. North Building,4th Floor • For more information see these web sites:Alpine:alpineilw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Glenview,IL 60025 SEQN:471641 FLAT Ply: 1 Job Number: 1223001 Cust:R7175 JRef:1XYK71750005 T94 FROM:MG Qty: 6 Dartmouth DrwNo: 092.24.1018.11010 Truss Label: BP18 / CA 04/01/2024 IN1.5X4 =3X5 A B w Ni in IA 1 Il I� II 3X 1 3 -1'10'6H 1106 1'10"6 Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) DetVCSI Criteria ♦Maximum Reactions(Ibs),or R=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct 1.1 CAT:II PP Deflection in Mc Udefl U# Gravity Non-Gravity TCOL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): -0.001 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT CL: 0.002 B 999 240 BCDL: 10.00 Risk Category:II ( ) 146 I- !- /77 /6 /59 EXP:B Kzt:NA Snow Duration:1.15 HORZ(LL): -0.006 A D D /-149 Des Ld: 73.00 Mean Height:53.22 ft HORZ(TL): 0.007 A - - Wind reactions based on MWFRS NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor.2.0 C Brg Wid=22.4 Min Reg=- Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.082 Bearing D is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.031 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.422 Maximum Web Forces Per Ply(Sloe) Loc.from endwall:Any FT/RT2(0)/4(0) Webs Tens.Comp. GCpi:0.18 Plate Type(s): B-C 390 -285 Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 Lumber Top chord 2x4 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 flat IC i 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets U240. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. This truss has not been designed to support lateral Q1�d o I N DFF� forces.Sheathing is required for any longitudinal l4 E% fit -. (drag)forces.All horizontal and vertical diaphragms to 17932 PE qt.and connections shall be designed by the Engineer 44 y SUBMITTAL REVIEW of Record. et �NO EXCEPTIONS TAKEN ❑ REVISE AND RESUBMIT f ❑ MAKE CORRECTIONS NOTED ❑ SUBMIT SPECIFIED ITEM MOUND Is ONLY FOR MACRO CONFORMANCE WRIT THE DESIST COMSAT OF THE PROJECT AND GENERAL COMPAANCE WTM THE INFORMATION IN ME- CONTRACT DOCUMENTS ANY ACTION SHOWN ABOVE.a CONTRACTOR T TO THE RE- F' QT EG4PI % COMMENTS OF TNT PINS AND SPECIFICATIONS.CONTRACTOR IS REM•ON t ap &ALE FOR:DISSENSIONS WHIMSHALL BE FABRICATED AND CORRELATES AT ' 1`25,1�-� SI THE SOB SITE:FABRICATION PROCESSES AND TECHNIQUES OF CONSTRHCTOM i 1- COORDINATOR OF THEIR WORK WITH THAT OF Au OTHER TRADES:MD THE i Fs SATMFACTOIT PERFORMANCE OFTHnR WORN. EXPIRATION DATE 12/31./2025 I BY U ._4 u l DATE 4 . 1 4 04/01/2024 "'WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss 00 1ponenrsotOregeL Inc. IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require exTeme care in fabricating handling,shipping,into•ng and bracing a to and follow the latest edition of SCSI(Building Comehus OR 97113 Component Safety Information,by TPI end'SBCA)for safety practices ppoor to ppeerfaining these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted Otherwise,top chord shall have property ached structural sheathing and bottom chord snail ll have a progeny attached ngid ceiling.Locations shown for permanent lateral res raint oft webs shall have continuous lateral restraint(CLR),installed with diagonal bracing installed on fig,CLR per I5CSI sections B3,B7,or B10,as applicable. Apply plates to each face of truss and position as Nhown aboveand the.point Details, unless noted otherwise. Refer to drawings 160A-Zfor standardplate ALPINE otes page or additional information. ng positions.Refer to job's Gorlerel Alpine,a division of ITW Buildin Com is Group Inc.shall not.be responsible for any deviation from this drawing,anyfailure to build the NRWECAPANT truss in conformance with ANSI/TPI 1, or r handling, shipping,,installation,and bracing of trusses. A seal or this drat i or cover page "listing this drawing indicates acceptan _ of professional err�xgLrneenng responsibility solely-for the design shown.The suitability and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building i7esigner per ANSI/TM 1 Sec.2. North Building,4th Floor • For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Glenview,IL 60025 SEON:471642 FLAT Ply: 1 Job Number: 1223001 Cast:R7175 JRef:1XYK71750005 T116' FROM:MG Qty: 1 Dartmouth DrwNo: 09224.1018.14880 Truss Label: IBP / CA 04/01/2024 I1.5X4 m3X5 A B I'M...F:1 r TO If ■ ■ 113X7 1113X7 F-1'11'14--I 1'11"14 I- 111"14I 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:25.0 Ct 1.1 CAT:II PP Deflection in loc L/defl U#/# Gravity Non-Gravity TCOL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): -0.002 B 999 360 Loc R+ /R- /Rh /Rim /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.002 B 999 240 C* 146 I- /- /77 /6 /66 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.011 A - - D /--201 Des Ld: 73.00 FAR B Kzt:NA HORZ(TL): 0.012 A - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:54.18 ft Building Code: Creep Factor.2.0 C Brg Wid=23.9 Min Reg=- TCDL:8.0 psf IBC 2018 Max TC CSI: 0.095 Bearing D is a rigid surface. Soffit: 2.00 BCDL:4.2 psi Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.036 Maximum Web Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.666 Webs Tens.Comp. Webs Tens.Comp_ Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): .D-B 474 -474 B-C 505 -392 Wind Duration:1.60 WAVE VIEW Ver.23.01.02.0731.17 Lumber Top chord 2x4 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 flat TC C 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets LJ240. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. forces.This Sheathing i has not s been forny longned to itudinalrt .4,..*,.,� s 4 G u kfiii17.9. (drag)forces.All horizontal and vertical diaphragms �cs 'Tg3�PE - and connections shall be designed by the Engineer to SUBMITTAL REVIEW Of Record. to 9 I NO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT i 0 MAKECORRECr1ONSNO1ED ❑ SUBMITSPECIRED ITEM CNECSON,MG SO FOR GENERAL CONFORMANCE BATH THE DESIGN CONFECT OF THE PROJECT AND GENERAL COMPLIANCE WITH TEE INFORMATION IN DIE. CONTRACT DOCINMENIS.ANT ACTION SHOWN ABOVE M SUBJECT TO RE (AEG°N 4 SIRED P ENTS OF THE PLANS BOO SPECIFICATIONS.TEDCONDUCTORAND IS RENAN- BIBLE FOR DIMENSIONS WHICH SHALL BE FABRICATED AND CORRELACR AT L THE JOB SITE:FABRICATION PROCESSES AND TECHNIQUESOF CONS:ABET E '441.?fir 10'; Y CDOSFBCT IO N OF THEIR WORN WITH T UT OF AU OTHER TRADES:AND THE y- S SATISFACTORY PERFORMANCE OF THEIR WORN C F �W,�� �R.•• DATE4. . ! 4 I EXPIRATION DATE04/0112025 BY aA� 04/Uf/2024 **WARNING*' READ AND FOLLOW ALL NOTES N THIS DRAWING! Truss Components of Oregon,Inc. IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box488 Trusses require e me care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Corneae OR 97113 Component Safety Information,by TPI arid 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 prwerly attached structural sheathing and bottom bolt have a o' , Y attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have continuous lateral t tiaint LR),installed wMh diagonal bracing initialled on the CLR per BCSI sections 63,87, 13g10,as applicable.Apply plates to each face of and position as shown above and on the.point Details, unless noted otherwise. Refer to drawings 160A-c fdr standard plate positions.Refer to fob's General ALPINE' otes 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 AHRWCC0 AN truss in conformance with ANSI,iPI 1, or for handling, shipping,,installation.and bracing of trusses. A seal on this drawingor cover plop 155 Harlem Ave listing this drawing,indicates acceptance of professional erlaIneenng responsibility solelylor the design shown.The suitabilit and use o VHS kilo. drawing for any rcture is the responsibility of the Building-Designer per ANSIITPI 1 Sec2_ �.4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Glenview,IL 60025 SEQN:471643 FLAT Ply: 1 Job Number: 1223001 Cust:R 7175 JRef:1XYK71750005 T114' FROM:MG Qty: 12 Dartmouth DrwNo: 092.24.1018.19613 Truss Label: !Brit / CA 04/01/2024 61.5X4 =3X5 A B -T rn r0 Iliii — r 63X7 1113X7 I--1'10.6--{ f* 110"6-1 1'10"6 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:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): -0.002 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.003 B 999 240 CV 146 I- /- /77 /6 /71 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.012 A - - D /-213 Des Ld: 73.00 EXP.B Kzt:NA HORZ(TL): 0.013 A - - Wind reactions based on MWFRS Mean Height 54.18 ft NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor.2.0 C Brg Wid=22.4 Min Req=- Soffit 2.00 IBC 2018 Max TC CSI: 0.082 Bearing D is a rigid surface. BCDL:4.2 psf Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.031 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.679 Maximum Web Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:2(0)/4(0) Webs Tens.Camp. Webs Tens.Comp. GCpi:0.18 Plate Type(s): D-B 502 -502 B-C 532 -426 Wind Duration:1.60 WAVE VIEW Ver.23.01.02.0731.17 Lumber Top chord 2x4 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 flat TC@24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Defection meets L/240. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. This forrces.Sheuss has ping s not eequ reen d for aned ny longitudin support al iti„ 4 bl N "'PS q (drag)forces.All horizontal and vertical diaphragms g ii932 PE O and connections shall be designed by the Engineer U SUBMITTAL REVIEW of Record. te v er ,Of NO EXCEPTIONS TAKEN 0 REVISE AND RESUBMITf 0 MAKECORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM / f CHEM.M ONLY FOR GENERAL CONFORMANCE W.THE DESIGN CONPEPT OF THE PIIOIECT AND GENERAL COMPLIANCE WITH TOE THE 11.0.101.IN ME CONTRACT DOCUMENTS.ANY ACTION SHOWN ABOVE IS SDRIECT TO THE RE. .. Cl. OREGO N A OWRE/AEI.OF TIE PLANS AND SPECIFICATIONS.CONTRACTOR IS PE-OR EGO V i� T SOS FOR:DIMENSIONS WHICH SHALL BE FAGRICATEO AND CORRELATED AT uY a WO t�' THE WO SITE: �,iIFEIP WORN PROCESSES nu AND All OO DTHER QUES.RADEs UC ON '. y 4 �y}� THE SATISFACTORY PERFORMANCE OF THEIR WORN.. EXPIRATION DATE:12/3112025 I BY 7-'L'b-`-4C.s( DATE 4.5.2024 04/01/2024 "WARNING** READ 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 a eme care in fabricating handling,shipping,instal ing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component S fety Information,by WI and'SBCA)ter safely practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing r BCSI.Unless noted otherwise,top chord shall have ewe attached structural sheathing and bottom chord shall have a property attached rigid ceiling.Locations shown forpermaneet lateral restraint of webs shall have continuous rateral restraint(CLR),installed with diagonal bf acing installed on the CLR per SCSI sections B3,B7,or B10,as applicable.Apply plates to each face of truss and position as shown above and qn the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.Refer to job's General ALPINE' Notes page for additional information. Alpine,a division of ITW BuiIding CComponents 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 drawl or cover page 155 Harlem Ave A" E�ANS listing this drawl 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 esigner per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:471644 FLAT Ply: 1 Job Number: 1223001 Cust:R7175 JRef:1XYK71750005 T115 FROM:MG Qty: 1 Dartmouth Drallo: 092.24.1018.23630 Truss Label: IBP2 / CA 04/01/2024 111.5X4 m3X5 A B ri N (D Ii i i�N III3X7 113X7 H 1'9"13 1'9"13 1'9"13 Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria L Maximum Reactions(Ibs),or'=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): -0.002 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.003 B 999 240 C* 146 /- /- /77 /6 /73 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.012 A - - D /-219 Des Ld: 73.00 EXP:B Kzt:NA - 54.18 ft HORZ(TL): 0.014 AWind reactions based on MWFRS Mean Height: NCBCLL:0.00 Building Code: Creep Factor:2.0 C Big Wid=21.8 Min Req=- TCDL:6.0 psf IBC 2018 Max TC CSI: 0.078 Bearing D is a rigid surface. Soffit: 2.00 BCDL:4.2 psf Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.029 MSpacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.684 Webs u Tmens.Com eb ForcesPWebs Piyer (!b T)ens.Comp. Loc.from endwall:Any FT/RT:2(0y4(0) GCpi:0.18 Plate Type(s): D-B 514 -514 B-C 543 -440 Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 Lumber Top chord 2x4 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 flat TC cd 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets U240. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. This truss has not been designed to support lateral e,0 P R Op forces.Sheathing is required for any longitudinal 4., 0,01 N44k F$e (drag)forces.All horizontal and vertical diaphragms as .i and connections shall be designed by the Engineer 17932 PE ny. SUBMITTAL REVIEW Of Record. kr,Cr T INO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT / 0 MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM CHOCKING �FOR GENERAL CONFORMANCE WITH ME DES.CONCEPT OF THE PROJECT GENERAL COMPLIANCE WITH WE INFORM.TON IIS ME CONTRACT DOCUMENTS.IJ.ACTION SHOWN ABOVE IS ECT TO /� QUWEMENCS OF PLANS AND SPEtlnCATON3.CONINACJTOR IA R.SOW QRE QN BIBLE F ERTS THE W NCH SHALL FI FABRICATED AND CORRELATE R. AT IZ k TIEMBSITE:FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCRON: _ iktr/5, ; fr., COORDINATION OF THEM WORN WITH T NT OF ALL OTHER TRADES AND THE '` SATISFACTORY GFRFORMAMCE OFTHENI WORN. A BY<, .3ak l� DATE4. . 124 E%PIFtAilt)N[U1TE:1213114025 0410t12024 `*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Ino. IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require exaeme 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 WI and SBCA)for safety practices nor to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have props attached structural sheathing and bottom chord shall have a properly attachad rigid ceiling.Locations shown forpermanent lateral restraint webs shall have continuous lateral restraint(CLR),installed with diagonal brcing installed on the CLR per BCSI sections B3,B7,or B10,as applicable. Agply plates to each face of truss andposition as shown aboveand the Joint Details, unless noted otherwise. Refer to drawings 160A-Z'for standard plate positions.Refer to job's General ALPINE' 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 A»nW oNnAN truss in conformance with ANSI/TPI 1, or for handling shippi'nst,,installation and bracing of trusses. A seal on this drawing or cover pace 155 Harlem Ave listing this drawing indicates acceptance of professional er19_rteenng responsibility solelyfor the design shown.The suitability and use of this North Building, drawing for any structure is the responsibility of the Building-DDo per ANSI/TPI 1 Sec.2. Glenview, ,44 SFloor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:is safe.orq;AWC:awc.orq SEQN:471645 FLAT Ply. 1 Job Number: 1223001 Cost:R 7175 JRef:1XYK71750005 T111 FROM:MG Qty: 1 Dartmouth DrwNo: 092.24.1018.33667 Truss Label: IBP3 / CA 04/01(2024 MI1.5x4 =3x5 A B 1111.11.Nli n N IA _t_. lU U I III3x7 III3x7 I`1'97 19"7 l'9"7 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) De®!CSI Criteria A Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): -0.002 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.003 B 999 240 D* 146 /- /- /77 /6 /74 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.013 A - - D /-222 Des Ld: 73.00 EXP.B Kzt.NA HORZ(TL): 0.014 A - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:54.18 ft TCDL 6.0 psf Building Code: Creep Factor:2.0 D Brg Wid=21.4 Min Req=- Soffit: 2.00IBC 2018 Max TC CSI: 0.075 Bearing D is a rigid surface. BCDL:4.2 psf Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.028 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.688 Maximum Web Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:2(0)/4(0) Webs Tens.Comp. Webs Tens.Comp. GCpi:0.18 Plate Type(s): 0-3 522 -522 B-C 5560 -44-9 Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 Lumber Top chord 2x4 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 flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets U240. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. This truss has not been designed to support lateral t D PROF. F forces.Sheathing is required for any longitudinal Z ENG i NCR (drag)forces.All horizontal and vertical diaphragms g and connections shall be designed by the Engineer Cy 1 T932 PE o9 SUBMITTAL REVIEW Of Record- I NO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT i ❑ MAKE CORRECTIONS NOTED 0 SUBMIT SPECIRED REM CREDRUNG E;ONLY FOR GENERAL CONFORMANCE WON THE DEMON COMFEPT OF THE PROJECT AND GENERAL COMPLIANCE THE INFORMATION IN SHE- /�(� CONTRACT ODCUMENTS.ANY ACTION SHOWN ABOVE IS SUBJECT TO THE RE- QUIREMENTS YREGOFI QUREMENTS OF THE PLANS AND SPECIFICATIONS.CONTRACTOR IS RES NJN- / SOLE FOR:DIMENSIONS WHICH RE FABRICATED AND CORRELATE)AT ('s.��' THE NO SITE:FABRICATION PROCESSES MID TECHNIQUES OF CONSTR*CJON: 'SLY g5,5°�' COMMINA0ON OF THEIR WORN WITH THAT OF ALL OTHER TRADES:AND THE c S SATISFACTORY PERFORMANCE OF THEIR WORN. 4 BY , -., u11 DATE4,5.2C24 EXPIRATION DATE:1213112025 I 04/01/2024 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Toss Components of Oregon Inc. MPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Bo.468 Trusses rect ve e-iffOrria care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Corners.OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2119 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have continuous raters!reatraint(CLR),installed with diagonal bfacing installed on the CLR per BCSI sections B3,B7,or B10,as applicable. Apply plates to each face oftruss a position as shown aboveand the Joint Details, unless noted otherwise. Refer to drawings 160A-Z"for standard plate positions.Refer to job's General ALPINE' Notes page for additional information. Alpine,a division of ITW Buiidin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANDW COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawingor cover page 155 Harlem Ave listing this drawing indicates acceptance of professional enngf�ineering responsibilitysolelyTor the design shown.The suitabiliy and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Glenview,IL 60025 SEQN:471646 FLAT Ply: 1 Job Number: 1223001 Gust:R7175 JRef:1XYK71750005 T118' FROM:MG Qty: 11 Dartmouth DrwNo: 092.24.1018.36730 Truss Label: IBP4 / CA 04/01/2024 I 4 II IASX lifilis =3X5 B T ..1 III•r I- II B, =4X5 III1.5X4 f---1'10"6 -{ 1'10"6 1'10"6 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs),or*=PLF TOLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct 1.1 CAT:II PP Deflection in roc Udefl Ll# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.000 B 999 240 C* 146 /- 1- /77 /6 /20 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.000 A - - Wind reactions based on MWFRS EXP:B Kzt:NA Des Lid: 73.00 Mean Height:58.63 ft HORZ(TL): 0.000 A - - C Brg Wid=22.4 Min Req=- NCBCLL:0.00 Building Code: Creep Factor:2.0 Bearing D is a rigid surface. TCDL:4.2 psf Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.078 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist h/2 to h TPI Std: 2014 Max BC CSI: 0.030 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.055 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud: Purtins In lieu of structural panels use purlins to brace all flat TC c@ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets L/240. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. This truss has not been designed to support lateral at,D PR0,r. forces.Sheathing is required for any longitudinal iKP EMe1 q{fe 0s (drag)forces.All horizontal and vertical diaphragms G3 and connections shall be designed by the Engineer 4s 17S32 PE Og SUBMITTAL REVIEW Of Record. Ito 7 lag EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT / ❑ MA8E0088E06065601E8 ❑ SUBMIT SPECIFIED REM 8 cNECNwa Is ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH TEE INFORMATION IN THE. /�{� /±. CONTRACT DOCUMENTS.MIT ACTON SHOWN ABOVE.JS SUBJECT TO LW RE- QUIREMENTS si DIME THE MANS AR ESSEBE SPECIFICATIONS A ANDCONTRACTOR OR ISREE]AJT (7' r+ THEJOBSITE:FABRMA.2PROCESSESANDIRcILAwUES OFCONSTNHC-I AT • �(T Z,TOE i COORDHMTION OF THEM WORN WITH R WA OF ALL OTHER TRADES:AND THE T SRTISFACTDRr PFRFORMARCE OFTHeR wORx EXPIRATION DATE:12131/2025 BY SATE 4.5.2024 04/01/2024 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *"IMPORTANT*' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Bus 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 shalt have a properly attached n id ceiling.Locations shown for per nent lateral restraint of webs shall have continuous lateral restraint(CLR),installed writs diagonal bracing installed on the CLR per BCSI sections B3 B7,4r B10 as applicable. Apply plates to each face of truss and position as shown aboveand the Joint Details, unless noted otherwise. Refer to drawings 160A-Z'forstandard plate positions.Refer to job's General ALPINE 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 O.mYcoMPA- truss in conformance with ANSIIfPI 1, or for handling, shipping, installaton and bracing of trusses. A seal on this drawingor cover page 155 Harlem Ave 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. North Building,4th Floor • For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:471647 FLAT Ply: 1 Job Number: 1223001 Cust:R7175 JRef:1XYK71750005 T117 FROM:MG Qty: 1 Dartmouth DrwNo: 09224.1018.39850 Truss Label: IBP5 / CA 04/01/2024 II1A.5X4 -3X5 B T I=11—1 SI ts 1 ar III 3X5 III1.5X4 J—vr2—1 1'7"2 1'7"2 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:25.0 Ct 1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: W.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.000 B 999 240 D* 146 /- 1- /77 /6 /24 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.000 A - - Wind reactions based on MWFRS EXP:B Kzt:NA Des Ld: 73.00 Mean Height:58.63 ft HORZ(TL): 0.000 A - - D Brg Wid=19.1 Min Req=- NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Bearing D is a rigid surface. Soffit: 2.00 BCDL 4.2 psf IBC 2018 Max TC CSI: 0.055 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.021 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.054 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.23.01.02.0731.17 Lumber Top chord 2x4 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 flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets U240. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. This truss has not been designed to support lateral p1Eti P R Df4r forces.Sheathing is required for any longitudinal t� oisi Alto Ag (drag)forces.All horizontal and vertical diaphragms "�' 17932 PE 0 and connections shall be designed by the Engineer i SUBMITTAL REVIEW to of Record. 'a: ft INC EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT f in MAKE CORRECTIONS NOTED ❑ SUBMIT SPECIFlEDITEM CHEERING IS ONLY FOR RER*L CONFORMANCE WITH THE DESIGN CONCEPT GE OF THE PROJECT AND GENERAL COMPLIANCE WHO THE INFORMATION IN OLE CONTRACT DOCUMENTS.ANY ACTION SHOWN ABOVE.M SUBJECT TO TOTE RE. OREGO N TOW MANS OF THE ANS AND SPECIFICS...CONTRACTOR IS RES>ON. F70 4 SIBLF FOR:DIMENSIONS WHICH SHALL BE FA8RIC.ATED AND COMMIE,AT 44.r Zs,1,1p5 (4 THE JOB SITE FABRICATION PROCESSES AND TECHNIQUES OF CSTRUCION: t COORDINATION OF THEIR WORK W.THAT OF ALL OTHER TRADES:AND THE a 1- SATISFACTORY PERFORMANCE OF THEIR WORE. I EXPIRATION DATE:1213112025 f BY '""- u•1 DATE 4.55.2C 24 U4/01/2024 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Mc. *"IMPORTANTI"F FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.BoF468 Trusses require exTeme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cometos OR 97113 Component SBf-ety Information,by TPI and SBCA)for safety practices rior to performing these functions. Installers shall provide temporary (503)357-2118 brace per BCSI.Unless noted olhervirise,top chord shall have proPe..(attached structural sheathing and bottom chord shall have a p attachh raid ceiling.Locations shown for permanent lateral restraint of webs shall have continuous Fateralrestraint(CLR),installed with diagonal bracing installed on the CLR per SCSI sections B3,B7,or B10,as applicable.,Apply plates to each ofIruss and posit on as shown aboveand the 4oint Details, unless noted otherwise. Refer to drawings 160A-Tfor standard plate positions.Refer to jobs' General ALPINE' Notes page or Wdiitional information. Alpine,a division of ITN Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the155 AYRW nMPAHY ss m conformance with ANSII�PI 1, or for handling, shippinp� installs'on and tx ingg of trusses. A seal on this drawl or cover pBpe listing this drawing indicates acceptance of professional engQinei ring responsibility solelyTor the design shown.The suitabil'I r and use of this Harlem Ave drawing for any structure is the responsibility of the uildingUesigner per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinstorg;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Glenview,IL 60025 SEON:471648 FLAT Ply: 1 Job Number: 1223001 Cost:R7175 JRef:1XYK71750005 T107 FROM:MG Qty: 22 Dartmouth DrwNo: 092.24.1018.42977 Truss Label: IBP6 / CA 04/01/2024 It1.5X4 =3X5 A B ri0 to I 1.111. III3X7 B3X7 H 1'10"6 1106 I I 1'10"6 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:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pt;21.2 Ce:1.1 VERT(LL): -0.002 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.002 B 999 240 CA 146 /- /- /77 /6 /69 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.011 A - - D /-204 Des Ld: 73.00 EXP.B Kzt:NA HORZ(TL): 0.012 A - - Wind reactions based on MWFRS Mean Height:54.06 ft C Wid=22.4 Min NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Brg Req=- Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CS!: 0.082 Bearing D is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h WI Std: 2014 Max BC CSI: 0.031 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.639 Maximum Web Forces Per Ply(Ibs) FT/RT:2 Webs Tens.Camp. Webs Tens.Comp. Loc.from endwall:Any (OX4(0) GCpi:0.18 Plate Type(s): D-B 483 -483 B-C 513 -407 Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 Lumber Top chord 2x4 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 flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets U240. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. This truss has not been designed to support lateral PROF, forces.Sheathing is required for any longitudinal 4� 0 i N � (drag)forces.All horizontal and vertical diaphragms i 19 and connections shall be designed by the Engineer 17932 PE O� SUBMITTAL REVIEW of Record. lik p ill NO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT f 11 ❑ MAKECORREC IONS NOTED ❑ SUBMIT SPECIFIED ITEM r-� ,,, GNECNN R J ONLY FOR GENERAL CONFORruwE WITH THE DEAN CON ER7,f'fy OF THE PROJECT AND GENERAL COMPLIANCE WITH IRE INFORMATION IN THE- 5t CONTRACT DOCUMENTS.ANY ACTION SHOWN ABOVE IS SUBJECT TO TNT RE QUIREMENTS OF T.PIANS AND SPECIFICAT ONS.CONTRACTOR 15 RES TON; n REGON SMILE FORT DIMENSIONS WHICH SHALL FABRICATED AND CORRELATES AT V r�GV V is R BE THE JOB 511E;FABMGT.11 PROCESSES AND TECHNIQUES OF CONSTRUCION; ' T ,S�qA COOROMATTON OF THEM WORN WITH THAT OF ALL OTHER TR..;AND THE A SATISFACTORY PERFORMANCE OF WEIR WORN. i BY +.Z DATE4.5,20.24 EXPIRATION DATE:12131/2025 04/01/2024 "WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWING' Tess Components ofOregon,Inc. IMPORTANT'"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING 7HE INSTALLERS P.O.Box468 Trusses require a me 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 WI end SBCA)ter safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per B L Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property attached id ceilino.Locations shown forpermanent lateral restraint of webs shall have continuous lateral restraint(CLR),installed witfl /111116 diagonal bracing'Malted on the CLR per BCSI sections B3,B7,or B10,as applicable.Apply plates to each face of buss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.Refer to job's General ALPINE' Notes page for additional information. Alpine,a division of ITW Buildinl1Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN RA CONWANV truss in conformance with ANSI,I PI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawl or cover page 155 Harlem Ave listing this drawing,indicates acceptance of professional engDneenng responsibility solelyTor the design shown.The suitability and use of this drawing for any strcture is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:471649 FLAT Ply. 1 Job Number. 1223001 Cust:R7175 JRef:1XYK71750005 T112' FROM:MG Qty: 2 Dartmouth DrwNo: 092.24.1018.46307 Truss Label: IBP7 / CA 04/01/2024 IN1.5X4 m3X5 A B T 1117 0 to li 1 IIMMINE Dr 113X7 I13X7 1—1'11'14--( 1'11'14 1'11'14 Loading Criteria(pst) 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:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): -0.002 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT CL: 0.002 B 999 240 BCDL: 10.00 Risk Category:II ( ) 146 /- /- /77 /6 /65 EXP:B Kzt:NA Snow Duration:1.15 HORZ(LL): -0.010 A D /-192 Des Ld: 73.00 Mean Height:54.06 ft HORZ(TL): 0.011 A - - Wind reactions based on MWFRS NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 C Brg Wid=23.9 Min Reg=- Soffit: 2.00 IBC 2018 Max TC CSI: 0.095 Bearing D is a rigid surface. BCDL:4.2 psf Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.036 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.628 Maximum Web Forces Per Ply(Iles) Loc.from endwall:Any FT/RT2(0)/4(0) Webs Tens.Comp. Webs Tens.Comp. GCpi:0.18 Plate Type(s): D-B 456 -456 B-C 487 -374 Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 Lumber Top chord 2x4 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 flat TC@24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets U240. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. This truss has not been designed to support lateral 00 P ROpe forms.Sheathing is required for any longitudinal I 001 N¢fk a',q (drag)forces.All horizontal and vertical diaphragms PE o 17932 and connections shall be designed by the Engineer 4+ 7G SUBMITTAL REVIEW Of Record. le T 1NO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT r+ /r 0 MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM ((f� �..._.. .- CHECHING IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CWMEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION IN TNE- min CONTRACT ENTS.ANT ACM)SHOWN ABOVE IS `\ {� �{1 HOAR EFM MS OP IRE PLAT°COO SPEtlFN•iTION5 CON}RACTORCT SORESPON- SIBLE FOR:DMFMSI0N5 WI GCH SHALL RE FABRICATE°AND CORRELATO AT NM THE J08 SITE;FABRICATION PROCESSES AND TECHNIQUES OF CONSTRICTION; Y 25t 1** COORDINATIONCOORDATION OF THEIR WORE WITH THAT OF All OTHER TRADES:AND THE S ` SATISFACTORY PERFORMANCE OFTHEIR WOOS. ` 1H I EXPIRATION DATE:12131J3025 ( BY 'u"-Jc.s.J( DATE 4.5.2024 04/01/2024 '*WARNING*" READ AND FOLLOW ALL NOTES ON THIS DRAWING! buss Components of Oregon,Inc. IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require a eme care in fabricating,handlin ,shipping,installing,and bracinngq.� etfeer to and follow the latest edition of BCSI(Building F.0.Box OR 97113 Component Safety Information,by WI and SBCA)for safely practices ppnor to perfoNning these functions. Installers shall provide temporary (503)357-211a bracing r BGSI.Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord hall have a p attadleSrigpid ceilin Locations shown forp ermanent lateral restraint oft webs shall have continuous lateral restraint(CLR� installed with diagonal bracing installed on the CLR per BCSI sections B3,B7,or B10,as applicable. Apply plates to each#ace of buss and position as shown above and.on the Joint Details, unless noted otherwise. Refer to drawings 16A-ZZ-for standard plate positions.Refer to job's General ALPINE' 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 YITWCOSCOCY truss in conformance with ANSUf'P1 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 enaineenng responsibility solely-tor the design shown.The suitabilit9y and use of this 155 Harlem Ave drawing for any structure is the res{mnsibility of the Building esigner per ANSI/TPI 1 Sac.2. North Building,4th Floor • For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iclsafe.org;AWC:awc.orq Glenview,IL 60025 SEON:471650 FLAT Ply: 1 Job Number: 1223001 Cast:R 7175 JRef:1XYK71750005 T113 FROM:MG Qty: 1 Dartmouth DrwND: 092.24.1018.50287 Truss Label: IBPB / CA 04/01/2024 61.5X4 =3X5 A B 17 r) IA _L lu_■ 113X7 1113X7 1'8"14--I 1'8"14 1'8"14 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct 1.1 CAT:II PP Deflection in Loc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): -0.002 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.002 B 999 240 C. 146 /- /- /77 /6 /74 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.012 A - - D /-218 Des Ld: 73.00 FJ(P.B Kzt:NA HORZ(TL): 0.014 A - - Wind reactions based on MWFRS Mean Height 54.06 ft NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 C Brg Wid=20.9 Min Req=- Soffit: 2.00 IBC 2018 Max TC CSI: 0.070 Bearing D is a rigid surface. BCDL:4.2 psf Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Sid: 2014 Max BC CSI: 0.026 Maximum Web Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.652 Loc.from endwall:Any FT/RT:2(0y4(0) Webs Tens.Comp. Webs Tens.Comp. GCpi:0.18 Plate Type(s): D-B 515 -515 B-C 542 -443 Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 Lumber Top chord 2x4 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 flat TCc24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets U240. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. This truss has not been designed to support lateral tD P ROE forces.Sheathing is required for any longitudinal €Nc i N F +Eds! (drag)forces.All horizontal and vertical diaphragms cs and connections shall be designed by the Engineer U 17932 PE a SUBMITTAL REVIEW of Record. W 9 ifNO EXCEPTIONSTAKEN 0 REVISE AND RESUBMIT f ❑ MANE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM dIECMNG IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION Of THE. DOCUMENTS.ANY ACTION SHOWN ABOVE IS SUBJECT TO MI e RE. OFtEGO TAH E FOR s OF THE PLANS MO SPEC/MFABRIC.CONTRACTOR IS RES)ON. SIDLE FOR:OMENSNNIS WNICN SHALL BE FABRICATED AND CORRELATED AT 7.' s 4tr � �4 TOE)OBSnE I OF TCATMN PRK WITII THAT CNNNNJ TRADES COORDINATION aF TNFIR woRN;SSE.: TH11F OF ALL OTHER AND THE e L'� SATRFACIORY PERFORMANCE OF TXfIR...,AND C BY ' 4A..- DATE4.5.2C24 ERPlRATItN1 DATE:1?1311]025 04/01/2024 **WARNING"* READ 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 a eme 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 nor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properpry attached structural sheathingand bottom chord shall have a properly (SIXi)357 21allik� attacnao rigid.ceiling.Locations shown forpermanent lateral restraint ofwebs shall have continuous Federal restraint(CLR),installed With diagonal bf acing installed on the CLR per SCSI sections B3,87,or B10,as applicable. Apply plates to each face of truss and position as shown above and on the,)pint Details, unless noted otherwise. Refer to drawings 160A-Z•for standard plate positions.Refer to job's General ALPINE' Notes page for additional information. Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSITTPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawl or cover page 155 Harlem Ave A m dRANY listing this drawing indicates acceptance of professional enrx�neenng responsibility solely7or the design shown.The suitability and use of this drawing for any structure is the responsibility of the Buildingvesigner per ANSI/TPI 1 Sec.2. North Building,4th Floor • For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Glenview,IL 60025 SEON:471651 FLAT Ply: 1 Job Number: 1223001 Cost:R7175 JRef:1XYK71750005 T110 FROM:MG Qty: 1 Dartmouth DrwNo: 092.24.1018.53427 Truss Label: IBP9 / CA 04/01/2024 N1.5X4 m3X5 A B 0 io li luttttttt u ll3X7 1113X7 I—17"2--I 1 7"2 1'7"2 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:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl LJ# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): -0.002 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.003 B 999 240 C* 146 /- /- /77 /6 /81 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.015 A - - D /-238 EXP.B Kzt:NA Des Ld: 73.00 Mean Height:54.06 ft HORZ(TL): 0.016 A - - Wind reactions based on MWFRS NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor 2.0 C Brg Wid=19.1 Min Req=- Soffit: 2.00 IBC 2018 Max TC CSI: 0.058 Bearing D is a rigid surface. BCDL:4.2 psf Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.022 Maximum Web Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.671 Loc.from endwall:Any FT/RT2(0)/4(0) Webs Tens.Comp. Webs Tens.Comp. GCpi:0.18 Plate Type(s): D-B 558 -558 B-C 583 -493 Wind Duration:1.60 WAVE VIEW Ver.23.01.02.0731.17 Lumber Top chord 2x4 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 flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets L/240. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. This forces.Sheathing is has not s requien red for any loned to ngitudinal dinaort eml 'S� 001 R�FO,4 co (drag)forces.All horizontal and vertical diaphragms and connections shall be designed by the Engineer wto 1 A932 PE 179 SUBMITTAL REVIEW Of Record. to /NO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT f ❑ MAKE CORRECTIONS NOTED ❑ SUBMIT SPECIFIED ITEM CHDAMNS IS ONLY FOR GENERAL CONFORMANCE WITH WE ASIAN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WHH THE INFORMATION IN THE- tEGO R CONTRACT DOCUMENTS.ANT ACTION SHOWN ABOVE.ISSURE.TO THE RE OHREMENIS OF THE PLANS AND SPECIFICATIONS.CONTRACTOR IS RES-JON f- SIELE FOR DIMENSIONS WNITION RO SHALL BE FABRICATED AND CORREIATEI AT TNE' T ; tv RDINT F OF THEM WORE WITH THAT OF ESSES RHO TECIPODUES OTRAD�rs umn y1/4` SATISFACTORY PERFORMANCE OF THEIR WORN. EXPIRATION DATE:12/31/2025 I BY 1u:.-�~l DATE 4. .21 4 U4/01/2024 "WARNING" READ AND FOLLOW ALL NOTES Oft THIS DRAWING! Truss Components of Oregon,Inc. **1MPANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in falncating,handling,shipping,ingtalling,and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)f safely practices pnor to performing these functions. Installers shall provide temporary (603)367-2118 bracing per BGSI.Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shall have a�rope y attached rigid ceiling.Locations shown forp e_r�manent lateral restraint of webs shall have continuous lateral restraint(CLR),installed diagonal bracing installed on the CLR per BL:SI sections B3,B7,or B10,as applicable.Apply plates to each face oftruss and position as shown above and the 4oint Details, unless noted otherwise. Refer o drawings 160A-Z'for standard plate positions.Refer to Job's General ALPINE' 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/ PI 1, or for handling, shipping,.installation and bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawing,indicates acceptance of professional enrin 1G�eenng 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 Sec2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;WI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.oro Glenview,IL 60025 SEQN:471652 FLAT Ply: 1 Job Number: 1223001 Cost:R 7175 JRef:1XYK71750005 T109 FROM:MG Qty: 1 Dartmouth DrwNo: 092.24.1019.24083 Truss Label: IBM / CA 04/01/2024 111.5X4 s3X5 A 8 rrilii F. ib ll ■ lu_u tl3X7 1113X7 1'8'10 I 1'8"10 i 1'8"10 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:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): -0.002 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.003 B 999 240 C* 146 /- I- /77 /6 /75 BCDL: 10.00 Risk Category II Snow Duration:1.15 HORZ(LL): -0.013 A - - D /-221 Des Ld: 73.00 EXP.B Kzt:NA HORZ(TL): 0.014 A - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:54.06 ft Building Code: Creep Factor:2.0 C Brg Wid=20.6 Min Req=- TCDL:6.0 psf Bearingrigid surface. Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.068 D is a 9 Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.026 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.655 Maximum Web Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Webs Tens.Comp. Webs Tens.Comp. GCpi:0.18 Plate Type(s): D-B 520 -520 B-C 548 -450 Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 Lumber Top chord 2x4 DF-L#2 Sot chord 2x4 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud: Purlins In lieu of structural panels use puffins to brace all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets L/240. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. This truss has not been designed to support lateral 00 P R Opp forces.Sheathing is required for any longitudinal g.�$ cue I Ng�r�SS,.," (drag)forces.All horizontal and vertical diaphragms i 7932 PE and connections shall be designed by the Engineer U 7G SUBMITTAL REVIEW Of Record. ce 9 I NO EXCEPTIONS TAKEN 0 REVISEAND RESUBMIT /f 0 MAKE CORRECTIONS NOTED 0 SUBMIT SPECIRED ITEM cRECNANG n ONLY FOR GENERAL CONFORMANCE WITH THE DEMON CON.EPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE LNFORMATION AN THE- CONTRACT DOCUMENTS.ANT ACTION SHOWN ABDTE.S SUBJECT CT TO TM RE. 1\ `y OREGO N QUIREMENTS OF THE PLANS AND SPECIFICATIONS.CONTRACTOR IS RES-LONT \(L SIRLE MC DHAENSIONS PARCH SHALL BE FABRICATED AND CORRELATE)AT t. ,fir MO . THE Joe SITE:FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION: ' S C ""AC r'"O T'M WORN WITH T70 AT OF ALL OVER TRADES AND THE A 4 snTr,FACTOr PHFaRMMICE�THMR woRN. j EXPIRATION DATE:1213112025 j BY&"" ..34M.1 DATE 4. 124 04/01/2024 **WARNING''. READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,!La 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 bT� PI Component Safety Information, y T and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary 15asp57-2118 bracing r BCSI.Unless noted 0 herwise,top chord shall have proper) attached structural sheathingand bottom chord shall have a properly attacheSngid ceiling.Locations shown forpermanent lateral restraint of webs shall have continuous)lateral restraint(CLR),installed with 411116 diagonal bracing installed on the CLR per SCSI sections B3,B7,or B10,as applicable. Apply plates to each face ofbuss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.Refer to job's General ALP!N E 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 ATD TE PBAN truss in conformance with ANSU�PI 1, or for handling, shipping,,installation and bracingof trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawing indicates acceptance of professional er incenng responsibility solelyTor the design shown.The suitability and use tit this drawing for any structure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:471653 FLAT Ply: 1 Job Number: 1223001 Cost R 7175 JReC 1XYK71750005 T105 FROM:MG Qty: 21 Dartmouth DrwNo: 09224.1019.29650 Truss Label: IBP11 / CA 04/01/2024 91.SX4 w3X5 : 1' P■ 1113 1,3 I—1'10"6--1 1'10"6' 1'10"6 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:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): -0.002 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.003 B 999 240 C" 146 /- /- /77 /6 /74 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.014 A - - D 1-233 Des Ld: 73.00 EXP.B Kzt:NA HORZ(TL): 0.015 A - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height 54.45 ft Building Code: Creep Factor:2.0 C Big Wid=22.4 Min Req=- TCDL 6.0 psf Bearingrigid surface. Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.082 D is a 9 Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.031 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.771 Maximum Web Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:2(0)/4(0) Webs Tens.Comp. Webs Tens.Comp. GCpi:0.18 Plate Type(s): 0-B 544 -544 B-C 574 -467 Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 Lumber Top chord 2x4 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 flat TC@24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets L/240. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. This truss has not been designed to support lateral eD PROF forces.Sheathing is required for any longitudinal g L cool NB�g e�H4(drag)forces.All horizontal and vertical diaphragms and connections shall be designed by the Engineer 0 17932 PE 'Dg J SUBMITTAL REVIEW of Record. 440 9 , NOEXCEPTIONSTAKEN 0 REVISE AND RESUBMIT Cr J' 0 MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM f i CHECKING K ONLY FOR GENERAL CONFORMANCE WITH THE DESIRN CONSMT OF 111E COMPLIANCE AND GENERAL COMPNCE WITH THE INFORMATION IN ME. CONTRACT DOCUMENTS.ANY ACTION SHOWN ABOVE IS SURIECT TO TM RE. O 0 1=�Q OREMENTS Of THE PLANS AND SPECIFICATIONS.CONTRACTOR IS RESAON. R hh 3IMP FOR:DIMENSIONS WHICH SMALL BE FABROATEO ANO CORRELATES AT T ME NM SITE:FABMGTON PROCFais3 AND TECHNIQUES OF CONSTRUCTOR: -at}'21,TO !t COORDINATION OF THEIR WORN WITH THAT OF All enrol TRADES AND ME SATISFACTORY PERFORMANCE OF MEM WORK A BYw. l DATE 4.5.2 24 I EXPIRATION DATE:12/31/2925 1 04/01/2024 "WARNING'" READ 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 handlingp,shipping,instal ing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI end SBCA)for safely practices nor to performing these functions. Installers shall provide temporary (503)357-211e braona per BCSI.Unless noted ottlerwise,top chord shall have opeulpv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown forpermanent lateral restraint of webs shall have continuous lateral restraint(CLR),installed with diagonal bracing installed on the CLR per SCSI sections B3,B7,or B10,as applicable.Apply plates to each face of truss and position as on shown above and the,joint Details, unless noted otherwise. Refer to drawings 160A-Lp for standard plate positions.Refer to job's General ALPINE. 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 V IIWE NY truss in conformance with ANSI/TPI 1, or for handling, shipping,i ,installation and bracing of trusses. A seal on this drawin or cover paste A listing this drawing indicates acceptance of professional err1gi_needng responsibility solely-tor the design shown.The suitability and use of this Harlem Ave drawing for any structure is the responsibility of the Buildingl7esigner per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:471654 FLAT Ply: 1 Job Number: 1223001 Cust R7175 JRef:1XYK/1750005 T99 ' FROM:MG Qty: 11 Dartmouth DrwNo: 092.24.1019.34510 Truss Label: IBP12 / CA 04/01/2024 l4X5u3X5 A B W5 m ) RI l %3X7 13x7 1�l I 11�1'1 TP ? Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSl Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): -0.004 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.005 B 999 240 D* 146 /- /- /77 /6 /118 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.034 A - - E f-580 EXP:B Kzt:NA Des Ld: 73.00 Mean Height:57.98 ft HORZ(TL): 0.036 A D Wind reactions based on MWFRS 70 NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Soffit: 2.00 IBC 2018 Max TC CSI: 0.082 D Brg W id=22.4 Min Req=- BCDL:4.2 psf Bearing E is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.035 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.456 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Bot Chord Forces Per Ply(!bs) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 E-D 439 -424 Lumber Top chord 2x4 DF-L#2 Maximum Web Forces Per Ply(Ibs) Bot chord 2x4 DF L#2 Webs Tens.Comp. Webs Tens.Comp. Webs 2x4:DF-L Standard+DF-L Stud:W 1, E-C 1043-1039 C-D 12E8 -1179 W5 2x4 DF-L#2; Bracing (a)Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels use purlins to brace all flat TC@24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets U240. �v,D PROfiF Additional Notes �1� l9GlN{gA d.& Truss must be installed as shown with top chord up. (I" 17932 PE 0y SUBMITTAL REVIEW This truss is designed to support vertical loads only_ 17 glifNO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT This truss has not been designed to support lateral d ❑ MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM forces.Sheathing is required for any longitudinal L/'� (drag)forces.All horizontal and vertical diaphragms f CHECKING IS.III FOR GENERAL CORFORMANCE WIl THE DESIGN COw5Pl and connections shall be designed by the Engineer o THE PROTECT AND GENERAL coMPUANGE NM HE INFORMATION IN mE- CONTRACT OOCUMENii AHT ACTION SHOWN AROSE.6 SIIBNECT TO THE RE. Of Record. OR (�O ROIREMENTS OF THE PLANS AND SPECNFlCATIORS.CONTRACTOR IS RES'+011- VREV O N h SMILE EOM DIMENSIONS WHOM SHALL RE F.RICATED AND CORRELATE.AT R T THE10a SRF:FABRICATION PROCESSES AND ALLODES OF CONST MID '4tY Z5 1 �. f. COORDINATION OF THEIR WORK W.THAT OF ALL OTHER TRADES:MD THE F 4 t SATMFACTORT PERFORMANCE OF THEIR WORN. A 0a I EXPIRATION DATE:12J31!]025 J BY Tku."- l DATE 4.5.2024 04/01/2024 **WARNING'"' READ 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 eiorerne care in fabricating,handling,shipping,installing and bracing..Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component S fety Information,by TPI and SBCA)fr sat ty practicesprior to performing these functions. Installers shall provide ter Iporew (503)357-2118 brae per BDSI.Unless noted otherwise,top chord shalt have propery attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown forpermanent lateral restraint of webs shall have continuous lateral restraint(CLR),installed with diagonal bracing installed on the CI:R per BCSI sections B3,B7,or B10,as applicable. Apply plates to each face of truss and position as shown aboveand on the 4oint Details, unless noted otherwise. Refer to drawings 160A-ZZ'•for standard plate positions.Refer to job's General ALPINE* Notes page or 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 AROWCCMRLNT truss in conformance with ANSI/TPI 1, or for handling, shipping,.installation and bracing of trusses. A seal on this drawee or cover page 155 Harlem Ave listing this drawing,indicates acceptance of professional engjneenng responsibility solelyTor 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. North Building,41h Floor • For more information see these web sites:Alpine:alpineilw.com;TPI:tpinsLorg;SBCA:sbcacomponents.com;ICC:icrsafe.org;AWC:awc.org Glenview,IL 60025 SEQN:471655 FLAT Ply: 1 Job Number: 1223001 Cost:R 7175 JRef:1XYK71750005 T103 FROM:MG City: 1 Dartmouth DrwNo: 092.24.1019.38597 Truss Label: IBP13 / CA 04/01/2024 12X4AB3X5 r14X5 A B -r W5 in kr - E / e 1 a3X7 113X7 i16.14,i i'B't 1'.1 TVAT 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:25.0 Ct:1.1 CAT:II PP Deflection in lcc Udefl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:212 Ce:1.1 VERT(LL): -0.004 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.006 0 999 240 E* 146 /- /- /77 /6 /127 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.039 A - - E /-621 Des Ld: 73.00 EXP:B Kzt:NA .HORZ(TL): 0.041 A - - D /-611 NCBCLL:0.00 Mean Height:57.98 ft TCDL:6.0 psf Building Code: Creep Factor.2.0 Wind reactions based on MWFRS E Brg W id=20.9 Min Req=- Soffit: 2.00 BCDL:42 psf IBC 2018 Max TC CSI: 0.070 P Bearing E is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.033 Rep Fac:Yes Max Web CSI: 0.480 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Maximum Bot Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT2(0)/4(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 E-D 439 -424 Lumber Meb ForcesTop chord 2x4 DF-L#2 Ws Tens.Comp. PWebs(I�Tens.Comp. Bot chord 2x4 DF-L#2 Webs2x4:DF-LStandard+DF-LStud:W1, E-C 1108-1104 C-D 1373 -1271 W5 2x4 DF-L#2; Bracing (a)Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels use purlins to brace all flat TC@24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets L/240. t0 PROp� Additional Notes �44 otOI NEER `&', Truss must be installed as shown with top chord up. ti 17932 PE dy SUBMITTAL REVIEW kie This truss is designed to support vertical loads only. - T 'NO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT This truss has not been designed to support lateral / 0 MAKE CORRECTIONS NOTED 0 SUBMITSPECIBED ITEM forces.Sheathing is required for any longitudinal (drag)forces.All horizontal and vertical diaphragms CHECKING IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN COWEPT OF THE PROJECT MO GENERAL COMPLIANCE BIM THE INFORMATION O THE and connections shall be designed by the Engineer CONTRACT DOCUMENT O ,`ANY ACTION SHOWN ABOVE Is SUBJECT TO IIIC RE of Record. oOREMENTS OF THE PLANS ANO SPECIFICATIONS.CONTRACTOR Is RES MN. V R rS 1i V EGON I. SABLE FOR.OIMENVONS WHICH SWILL BE FABRICATED NM CORRELATE,AT ?:: Are f5 THE JOB WM FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION: 4. 44r 1O4 t- COORDINATIVE OF THEIR WORM WDH O THAT OF Au OTHER TRADES AND THE , y. �S SATISFACTORY PERFORMANCE OF THEIR WORK. C y EXPIRATION DATE:12131/2025 i BY 96vitu L-.34....( DATE 4. .2124 04/01/'2024 **WARNING** READ 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 ComponentSafety Information,by TPI an SBCA)Tor 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 shell have a properly attached rigid ceiling.Locations shown forpermanent lateral restraint of webs shall have continuous lateral restraint(CLR),installed with /014.6 diagonal bracing installed on the CLR per BCSI sections B3,B7,or B10,as applicable. Apply plates to each face of buss and position as shown aboveand on the Joint Details, unless noted otherwise. Refer to drawings 160A for standard plate positions_Refer to jobs General ALPINE' Notes page or additional information. Alpine,a division of ITW Building_CComponents Group Inc.shall not be responsible for any deviation from this drawing,any_failure to build the 0.D CCOMIPANY truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawing,indicates acceptance of professional enQQrneenng responsibility solelyTor the design shown.The suitability and use of this North Building,4th Floor drawing for any srcture is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North uil 25 • For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orp;AWC:awc.orq SEQN:471656 FLAT Ply: 1 Job Number: 1223001 Gust:R 7175 JRef:1XYK71750005 T98 FROM:MG Qty: 2 Dartmouth DrwNo: 09224.1019.43593 Truss Label: IBP14 I CA 04/01/2024 12X4 1114x5'*3X5 A a b b It lT b 1M?n 57 1 111 rir 4 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefVCSI Criteria A Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:If PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pt:21,2 Ce:1.1 VERT(LL): -0.005 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.006 B 999 240 D* 146 /- /- /77 /6 /119 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.039 A - - E /-620 Des Ld: 73.00 EXP.B Kzt:NA HORZ(TL): 0.042 A - - D /-610 Mean Height 58.63 ft NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.095 D Big Wid=23.9 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.039 Bearing E is a Members not listed rigidtel surface. RepFac:Yes Max Web CSI: 0.551 have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT2(Oy4(0) Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 E-D 465 -449 Lumber Top chord 2x4 DF-L#2 Maximum Web Forces Per Ply(Ibs) Sot chord 2x4 DF-L#2 Webs Tens.Comp. Webs Tens. Comp. Webs2x4:DF-LStandard+DF-LStud:W1, E-C 1108-1104 C-D 1365 -1249 W5 2x4 DF-L#2; Bracing (a)Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels use puffins to brace all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets U240. �e9 PROp Additional Notes ' S4 00l NNE R SsF Truss must be installed as shown with top chord up. N°j 17932 PE pg SUBMITTAL REVIEW This truss is designed to support vertical loads only. w I.- qv' EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT This truss has not been designed to support lateral irrr ❑ MARE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM forces.Sheathing is required for any longitudinal (drag)forces.All horizontal and vertical diaphragms CHECK IO IS uSED TOO GEHERLL CONFORMANCE WOO T«E DFSIOH THROATS and connections shall be desi ned b�y�the En ineer OF THE PROJECT AND GENERAL CUMPUMM WITR THE INFORMATION IN THE- 9 > 9 CONTRACT DOCUMENTS ANY MOTION SHOWN ABOVE,a SIWIEOT TO THE RE. of Record. GMREMENIS OF THE PLANS AND SPECIFICATIONS.CONTRACTOR IS REN+OM OREGO N Ay M E 1 FOR OMENS1 FO .WHICH SHALL BE FABRICATED AND CORRELATE)AT O i- THE B SITE;FARRICATHNI PROCESSES AND TECHNIQUES OF s N: COORONMTIOM OF THOR WORN WITH THAT OF ALL OTHER TRADEBannS;:ORE AMP THE 'Mya 1 ,�*.. K SATISFACTORY PERFORMANCE OF THEIR WORK. e " " BY1'L4a4- 4.',..ti DATE 4.5.2C24 1 EXPIRATION DATE:12/31/2025 04/01/2024 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. IMPORTANTF* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.8os468 Trusses require extreme care in fabricating,handling,shipping,instaling.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by WI end SBCA)for safety practices nor to performing these functions. Installers shall provide temporary (503)357-2118 bracingper BCSI.Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord hall have a property attached rigid ceiling.Locations shown forpC rmanent lateral restraint of webs shall have continuous lateral restraint" (CLR),installed with diagonal bracing installed on the CLR per BCSI sections B3,B7,or B10,as applicable. Apply plates to each face of buss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A- for standard plate positions.Refer to job's General ALPINE' Notes page for additional information. Alpine,a division of ITW Buiklinq Components Group Inc.shall not,be responsible for any deviation from this drawing,any failure to build the As(LW COMPACT truss in conformance with ANSI/IP' 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawl or cover page listing this drawing indicates acceptance of professional erl�ineenng responsibility solelylor the design shown.The suitability and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Noith Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:471657 FLAT Ply: 1 Job Number: 1223001 Cost:R7175 JRef:1XVK71750005 T10O FROM:MG Qty: 86 Dartmouth DrwNo: 092.24.1019.48683 Truss Label: IBP15 / CA 04/01/2024 R2X4 84X5NF3X5 A B -r INS a) bbr b — 11 N3X7 RR3X7 f 1'70LS.1 I 1704 I g 1'10"g I F-3�•I Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria L Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCOL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): -0.005 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.006 B 999 240 D* 146 /- /- /77 /6 /127 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.044 A - - E /-661 Des Ld: 73.00 EXP.B Kzt.NA HORZ(TL): 0.047 A - - 0 /-650 NCBCLL:0.00 Mean Height:58.63 ft Building Code: Creep Factor 2.0 Wind reactions based on MWFRS TCDL:6.0 psf D B W id=22.4 Min Re Soffit: 2.00 IBC 2018 Max TC CSI: 0.082 q= BCDL:4.2 psf Bearing E is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.037 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.577 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT2(Oy4(0) Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 E-D 465 -449 Lumber Top chord 2x4 DF-L#2 Maximum Web Forces Per Ply(Ibs) Bot chord 2x4 DF-L#2 Webs Tens.Comp. Webs Tens. Comp. Webs 2x4:DF-L Standard+DF-L Stud:W1, E-C 1172-1167 C-D 1449 -1340 W5 2x4 DF-L#2; Bracing (a)Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels use purlins to brace all flat TC(@24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets L/240. ,.AF,O PRO p& ' EMGI NseR Ss Additional Notes cm f Truss must be installed as shown with top chord up. t., 1793:2 PE a¢ SUBMITTAL REVIEW 14 This truss is designed to support vertical loads only. ce T ISO EXCEPTIONS TAKEN ❑ REVISE AND RESUBMIT This truss has not been designed to support lateral forces.Sheathing is required for any longitudinal ❑ MAKE CORRECTIONS NOTED 0 SUBMRSPECIFIED ITEM F(drag)forces.All horizontal and vertical diaphragms CHECKING IS ONLY FOR GENERAL CONFORMANCE WITH THE DEMON CONCEPT and connections shall be designed by the Engineer El °F�THE; "E GENERAL nCOMPLIANCE THE ""a F IRE of Record. @ OREGO N OWRFMEMS OF HE P AH5 WD SPEGF GTN N5.CONTN"CTOR IS RES N SINGE FOR:DIMENSIONS WHHM SWWk BE FARRIGlEO AND WRREIAT0 AT fl THE JOT SITE:FARRICAT10N PROCESSES AND TECHNIQUES OF CMISTRUCIOK T 25,1 � t v CDORORUOTON E FHEHI WORN WRH TWO of ML OTHER TRADEN AND TOE ` 4 511TBF"CTDRY PERFORM"NCE OF T11E1R WDRN. 1 EXPIRATION DATE:1213112025 I BY / +.- DATE'. . I 4 04/01/2024 **WARNING*" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Tn.=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,instal ing and bracing. Refer to and follow the latest edition of BCSI(Building COtm0lIns OR 97113 Component Safety Information,by TPI and SBCA)for safety practices r to performing these functions. Installers shall provide temporary (503)357.2118 bracing per SCSI.Unless noted otherwise,top chord shall have prone attachedstructural sheathing and bottom chord shall have a properly attached rigid ceiling,.Locations shown for permanent lateral restraint of webs shall have continuous Patera!restraint(CLR),installed with diagonal bracing instlled on the CLR per BCSI sections B3,87,or B10,as applicable. Apply plates to each face of'Iruss and position as shown above and.on the Joint Details, unless noted otherwise. Refer to drawings 160A for standard plate positions_Refer to job's General ALPI N E otes page for additional information. Alpine,a division of MN Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the RIITW EOMPAHY truss in conformance with ANSI/1-P1 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawingor cover page 155 Harlem Ave listing this drawing,indicates acceptance of professional enggteenng responsibilitysolely-tor the design shown.The suitabilit and use of this drawing for any structure is the responsibility of the Building-Oesigner per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:471658 FLAT Ply: 1 Job Number. 1223001 Cust:R7175 JRef:1XYK71750005 T162 FROM:MG Qty: 16 Dartmouth DrwNo: 09224.1019.51667 Truss Label: BBP16 / CA 04/01/2024 12X4 a4X5NF3X5 A B T i3X : 1 H I^P-1o,.,., I 77P'E 1., 3l.Q 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:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:212 Ce:1.1 VERT(LL): -0.005 B 999 360 Loc R+ /R- /Rh I Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT CL: 0.006 B 999 240 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.043 A - - E" 146 /-655 /- /77 /6 /126 EXP:B Kzt:NA Des Ld: 73.00 HORZ(TL): 0.046 A - - D /-644 NCBCLL:0.00 Mean Height:58.58 ft TCDL:6.0 psf Building Code: Creep Factor 2.0 Wind reactions based on MWFRS D B Wid=22.4 Min Soffit 2.00IBC 2018 Max TC CSI: 0.082 r9 Req= BCDL:4.2 psfBearing E is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.037 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.569 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT2(0)/4(0) Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 E-D 464 -448 Lumber Top chord 2x4 DF-L#2 Maximum Web Forces Per Ply(Ibs) Bot chord 2x4 DF-I Webs Tens.Comp. Webs Tens.Comp. Webs 2x4:DF-L Standard+DF-L Stud:W 1, E-C 1163-1159 C-D 1438 -1329 W5 2x4 DF-L#2; Bracing (a)Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels use puriins to brace all flat TC @ 24"oc. Wind Wind loads based on MW FRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meetsL/240. ,,+yD PROFF. ,Fyq S�4 fr 0.0i NE , Additional Notes Truss must be installed as shown with top chord up. U 1 PE 41, �e r SUBMITTAL REVIEW This truss is designed to support vertical loads only. '� ✓ INO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT This truss has not been designed to support lateral I Cl MAKECORRECI1ON5 NOTED 0 SUBMITSPECIFIED REM forces.Sheathing is required for any longitudinal (drag)forces.All horizontal and vertical diaphragms CHECKING IS ONLY FOP GENERAL CONFORMANCE WON THE DEVON CONCEPT and connections shall be designed by the Engineer of HE PROhCT AND GENERA DOA P U NCE W H THE INFOPMAT O INME. CONTRACT DOCUMENTS.ANY ACPOF SWOON ABOVE IS SUBJECT TO TIE RE. of Record. n OIREGO N g RFA EN s a 41 THE P A.SPEC Mg w NS.CON RRC oR Is REs ON S SAXE FOR:DIMENSIONS WOMB SHALL BE FABRICATED AND CORRELATE,AT 1. 11.fyE,. 4F sm.: THE YOB S FABRICATION PROCESSES AND TECHNIQUES CONSTRUCTION; OF CONSTRUCTIO V COORDR4TION OF THtR Waal WnN THAT OF ALL OTHER TRADES:AND THE N. SATISFACTORY PFAFORMAMCE OFTHEIP WORN. EXPIRATION DATE 12/3112025 I BY to 34.,Lt DATE4.5.2C24 04/01/2024 "WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc IMPORTANTA` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require ewerne 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 r BC.SI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefy attach rigid ceiling.Locations shown forpermanent lateral restraint of webs shall have continuous faterai restraint(CLR),installed with diagonal bracing installed on the CLR per SCSI sections B3,B7,or B10,as applicable. Aopty plates to each face of truss and position as f shown above and the Joint Details, unless noted otherwise. Refer to drawings 160A-Zfor standard plate positions.Refer to job's General ALPINE' 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 nhconformance s n orman indicatesceewthAa PI 1• or for handling shipping installation and bracing of trusses. A seal on this drawing or cover page listingacceptance of professio aI en m Ting responsibility solely-for the design shown.The suitability and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:471659 FLAT Ply: 1 Job Number: 1223001 Cost R 7175 JRef:1XYK71750005 T106' FROM:MG Qty: 24 Dartmouth DrwNo: 092.24.1019.55013 Truss Label: IBP17 / CA 04/01/2024 IIII.5X4 A =3X5 B T � 1. 11111111= ■ sI E N Iri ■ t ���J s, III3X5 Ill1.5X4 I..--1'10"6--I 1106 +I 1'10"6 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefIJCSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc bidet U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 : 0.000 B 999 240 VERT CL( ) C. 146 /- /- /77 /5 /29 Risk Category:10.00 II Snow Duration:1.15 HORZ(LL): -0.001 A - - Wind reactions based on MWFRS Des Ld: 73.00 EXP.B Kzt:NA HORZ(TL): 0.001 A - - C Brg Wid=22.4 Min Req=- NCBCLL:0.00 Mean Height:50.72 ft Building Code: Creep Factor.2.0 Bearing D is a rigid surface. TCDL:4.2 psf Soffit: Members not listed have forces less than 375# 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.078 Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.030 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.097 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 Lumber Top chord 2x4 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 ail flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets L/240. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. This truss has not been designed to support lateral O P P Op forces.Sheathing is required for any longitudinal E �HGI NSE �� (drag)forces.All horizontal and vertical diaphragms R L9 of and connectionsecord. shall be designed by the Engineer -, 17932 PE 0 SUBMITTAL REVIEW 4 7. IRO E%CEPOONS TAKEN 0 REVISE AND RESUBMIT 0 MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM `///,/^^^^ l CHEGUSC IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN COMIET! F THE PROTECT AND GENERAL COMPLIANCE WNH THE INFORMATION IN THE- CONTRACT DOCUMENTS.ANY ACTION SHOWN MIME.IS SUBJECT TO THE RE- QUIREMENTS OF THE MINS AND SPECIFICATIONS.CONTRACTOR IS RES NIN- A SEGO N A MBLE GOR DHIENSYWS WHICH SHALL DE TECHNIQUES AND CORRELATE)AT T TNEIOBGTE:FARRICATON PROCESSES AND TECHNIQUES OF CONSTRUCTION: `, COORDINATION OF THEIR WORN WRH THAT OF ALL OTHER TRADES;AND RE '44r 'I 25, *`A Z t, SATISFACTORY PERFORMANCE OE THEIR WORN. 4 BY'934tA.- DATE4.55.2C24 I EXPIRATION DATE:12/3112025 I 04/0I/2024 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. 'IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Boo 46s Trusses require spareme care in fabricating,handling,shipping,installing and bracing.,Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI andSBCA 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 propedv attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint o((((webs shall have continuous lateral restraint(CLR),installed with diagonal bracing installed on the CLR per BCSI sections 63,B7,or B10,as applicable. Apply plates to each face oftruss and position as dhown aboveand on the,Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.Refer to job's General ALPINE. otes page or 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 A,NRWawPANY truss in conformance with ANSI/TPI 1, or for handling, shipping, installs ion and bracing of trusses. A seal on this drawingor cover page 155 Harlem Ave listing this drawing indicates acceptance of professional engineering 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. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iasafe.orq;AWC:awc.org Glenview,IL 60025 • SEQN:471660 FLAT Ply: 1 Job Number. 1223001 oust R7175 JRef:1XYK71750005 T119 FROM:MG Qty: 1 Dartmouth DrwNo: 09224.1020.04247 Truss Label: IBP18 / CA 04/01/2024 n11.5X4 A -3X5 B I irAsi co N 1r • ��II III Fr III3X5 1Ill.5X4 F.--1'8'14--.-1 1 894 1'8'14 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria A Maximum Reactions(Ibs),or'=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.000 B 999 240 D• 146 /- /- /77 /5 /31 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.001 A - - Wind reactions based on MWFRS Des Ld: 73.00 EXP.B Kzt:NA HORZ(TL): 0.001 A - - D Brg W id=20.9 Min Reg=- Mean Height:50.72 ft NCBCLL:0.00 Building Code: Creep Factor:2.0 Bearing D is a rigid surface. TCDL:4.2 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.066 Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.025 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.097 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 Lumber Top chord 2x4 DF-L#2 Rot chord 2x4 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud: Purlins In lieu of structural panels use purlins to brace all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets L/240. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. ��g P R Qpe This truss has not been designed to support lateral S,, gµGI Nre6Q Sw forces.Sheathing is required for any longitudinal 48 t (drag)forces.All horizontal and vertical diaphragms ti 17932 PE 'may and connections shall be designed by the Engineer W 7 SUBMITTAL REVIEW Of Record. 4 tNO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT f44 ❑ MAKECDRREGTIONS NOTED ❑ SUBMITSPECIRED REM CHECKING M ONLY FOR GENERAL CONFORMANCE WITH DID DESIGN CMNEPT OF THE PROJECT AVID GENERAL COMPLIANCE PATH THE INFORMATION W mE.KC RE `, CONTRACT DOCUMENTS.AMY ACTION SHOWN ADOYE M SUM.TO inn RDT+EE O,TF �'. QUIREMENTS OF THE PLANS AND SPECOICATIONS.CONTRACTOR IS RESN. SIDLE FOR:DIMENSIONS WHICH SHALL RE FABRICATED AND CORRELATE)AT Y x3,1 # THE NON SUE:FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION: t• v i El COORDINATION OF THEIR WORK WITH THAT OF ALL OTHER TRADES:AND THE C fL, SATISFACTORY PERFORMANCE OF THEIR WORE. EXPIRATION DATE:1213112025 I BY L++ -�w.L( DATE 4.5.2 C.24 04/01/2014 "WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Teas Components of Oregon,Inc. IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box488 Trusses require a eme care in fabricating handlings shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CornOws OR 97113 Component S ffeety Information,by TPI and SBCA)for safety practices or to performing these functions. Installers shall provide temporary (503)357-2118 bracingper BCSI..Unless noted otherwise,top chord shall have propedpvnattached structural sheathing and bottom chord shall have a properly attachd rigid ceiling.Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint(CLR),installer with diagonal bacing installed on the CLR per BCSI sections B3,B7,or B10,as applicable. Apply plates to each face of'truss and positron as shown above and n the Joint Details, unless noted otherwise. Refer to drawings 160A-Z-for standard plate positions.Refer to jobs Genera! ALPINE' Notes page or 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, shippingq,� installation and bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave ANmYEmPAH listing this drawing indicates acceptance of professional et ,ring responsibility solelyTor the design shown.The suitability and use bf this drawing for any drawing, r ne cture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor • For more information see these web sites:Alpine:alpineitw.com;TPI:tpinstorg;SBCA:sbcacomponents.com;ICC:is safe.org;AWC:awc.org Glenview,IL 60025 SEQN:471661 FLAT Ply: 1 Job Number: 1223001 Cust:R7175 JReC1XYK71750005 T108' FROM:MG Qty: 1 Dartmouth DrwNo: 092.24.1020.15033 Truss Label: IBP19 / CA 04/01/2024 IIII.5X4 A -3X5B 'T _ or 10I .�mmim — Br I)3X5 III 1.5X4 I---1'11*14--I 1'11*14 f 1'1194 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PRE) DefUCSI Criteria A Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.000 B 999 240 C* 146 /- /- 177 /5 /27 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.001 A - - Wind reactions based on MWFRS Des Ld: 73.00 EXP.B Kzt.NA HORZ(TL): 0.001 A - - C Brg W id=23.9 Min Req=- Mean Height:50.72 ft NCBCLL:0.00 Building Code: Creep Factor.2.0 Bearing D is a rigid surface. TCDL:4.2 psf Members not listed have forces less than 375# Soffit: 2.00 BOX:4.2 psf IBC 2018 Max TC CSI: 0.089 Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.034 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.097 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud: Purlins In lieu of structural panels use purtins to brace all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional CAC member design. End verticals exposed to wind pressure.Deflection meets L/240. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. This truss has not been designed to support lateral pi~D P RO,e , forces.Sheathing is required for any longitudinal .if to I eto, 4.4,, (drag)forces.All horizontal and vertical diaphragms . U 17932 PE f and connections shall be designed by the Engineer Me 9 SUBMITTAL REVIEW of Record. 4 111 NO EXCEPTIONS TAKEN ❑ REVISE AND RESUBMIT 1 0 MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED REM c f CHECKING IS ONLY FOR GENERAL CONFORMANCE W.THE DESIGN CONCERT OF THE PROJECT AND GENERAL COMPLIANCE W.THE INFORM.LTIDN IN ME- CONFRACT DOCHMFNts.ANT ACTION SHOWN/ROVE.LS SUBJECT TO THT RE- r) LG (L7SW.FOR:ONAEHVONA WHiCN SHALL BE FABRMATED ANO CORRELATE"AT S 1, § {` THE JOB SOB FABRICATION PROCESSES AND TECWIKKIES OF CONSMUCAOH; ' ?3, COORDW/TIOM OF THEIR WORN WITH MAT OF ALL OTHER TEK AND T A TM y R HE SATTSFACTORT PERFORMANCE OF MISR WORK EXPIRATION DATE:12(31/2025 I BY +�w- .u1 DATE4.5.2C24 U4/01/2024 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Cornponenls of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses requlre extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cometus OR 97113 Component Safgty Information,by WI and SBCA)T safety practices rior to performing these functions. Installers shall provide temporary (503)357-2118 bracing r BCSI.Unless noted ot1herwise,top chord shall have properpry attached structural sheathing]and bottom chord shalt leave a progeny attached ceiling.Locations shown for permanent lateral restraint of webs shalt have continuous lateral restraint fCLR),installed with diagonal bracing installed on the CLR per SCSI sections B3,B7,or B10,as applicable. Apply plates to each face ofhuss and position as shown above and o the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.Refer to job's General ALPINE' Notes page or additional information. Alpine,a division of ITW Buildingg,tComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the /TRW EDHHAH truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawl or cover page 155 Harlem Ave listing this drawing,Indicates acceptance of professional enngql_rleenng responsibility solely-for the design shown.The suitability and use of this drawing for any s ucture is the responsibility of the Building 1 -signer per ANSUTPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinstorg;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Glenview,IL 60026 SEQN:471662 FLAT Ply: 1 Job Number: 1223001 Cost:R 7175 JRef:1XYK71750005 T159 FROM:MG Qty: 1 Dartmouth DrwNo: 092.24.1020.18260 Truss Label: IBP20 / CA 04/01/2024 1111.5X4 A =3X5B �� T II -I IT" ,_ io (V . ■ Pr 1113X5 I111.5X4 1-*-17"2-H 1'7"2 1'7"2 Loading Criteria(psf) 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:25.0 Ct 1.1 CAT:II PP Deflection in roc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.000 B 999 240 D* 146 /- /- /77 /5 /34 BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): -0.001 A - - Wind reactions based on MWFRS EXP:B Kzt:NA HORZ(TL): 0.001 A - - D Brg Wid=19.1 Min Req Des Ld: 73.00 (TL) _- MeD Height:50.72 ft BuildingCode: Creep Factor 2.0 Bearing D is a rigid surface. Soffit: 2.0. 0 TCDL:4.2 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.055 Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.021 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.098 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:DF-L Standard+OF-L Stud: Purtins In lieu of structural panels use purlins to brace all flat TC@24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets L/240. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. .10 p R O fib' This truss has not been designed to support lateral 4Y. 040I NEE, 4's forces.Sheathing is required for any longitudinal g r (drag)forces.All horizontal and vertical diaphragms v inn PE O and connections shall be designed by the Engineer is T SUBMITTAL REVIEW of Record. OC I NO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT 1F ❑ MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM ,-, f ' CHECKING IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION P INE- /a ,1 CONTRACT DOCUMENTS.ANT ACTION SHOWN ABOVE IS SUBJECT TO 1111 RE. Cl. O iEGON S ETLFDIC DHOTI THE WHICH SHALL BE F KITECONTRACTOR AND WP ELATTO AT J.' 7 ' 'r(, THE JOB SHE FABRICATOR PROCESSES AND TECNNN]Uf500 CONSTRUCTION; s 0.,1- SATISFACTORY PERFORMANCE OF THEIR WORK S. COORINNATION Of NEM WORK WITH THAT OF ALL OTHER TRADES:AN6 THE I EXPIRATION DATE:12/3112025 I BY dam- DATE 4.5.2 24 04/01/2024 / **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss COURAWRotsofOregon,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)for safety practices nor to performing these functions. Installers shall provide temporary (503)357-2118 brawn per SCSI.Unless noted otherwise,top chord shall have props attached structural sheathing and bottom chord shalt have a properly attached rigid ceiling.Locations shown for permanent lateral restrainto webs shall have continuous Lateral restraint(CLR),installed with diagonal bacing installed on the CLR per SCSI sections B3,B7,or B10,as applicable. Apply plates to each face,of truss)and position as shown above and the 4oint Details, unless noted otherwise. Refer to drawings 160A-Z'for standard plate positions.Refer to job's General ALPINE' Notes page Tor 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 ANITW COMFA truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation.and bracingof trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawing indicates acceptance of proves nal eng!neenng responsibility solely for the design shown.The suitability and use of this North drawing for any structure is the responsibility of the Building-Designer per ANSI/7P!1 Sec.2. Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Glenview,IL 60025 SEQN:471663 FLAT Ply: 1 Job Number: 1223001 oust R 7175 JRef:1 XYK71750005 T122 FROM:MG Qty: 24 Dartmouth DrwNo: 092.24.1020.22980 Truss Label: IBP21 / CA 04/01/2024 I11.5X4 w3X5 A Iiii pa _f_ MM... IIII3X7 113X7 }.-1'10'6--{ 1106 1'10"6 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:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:212 Ce:1.1 VERT(LL): -0.002 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.002 B 999 240 C* 146 /- /- /77 /6 /70 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(TL): -0.011 A - - D /-210 Des Ld: 73.00 EXP:B Kzt:NA HORZ(TL): 0.013 A - - Wind reactions based on MWFRS Mean Height:54.13 ft C Wid=22.4 Min NCBCLL:0.00 TCDL:6.0 psi Building Code: Creep Factor:2.0 Brg Req=- Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.082 Bearing D is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.031 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.662 Maximum Web Forces Per Ply(Ibs) FT/RT2 Webs Tens.Comp. Webs Tens.Comp. Loc.from endwall:Any (0)/4(0) GCpi:0.18 Plate Type(s): D-B 494 -494 B-C 524 -418 Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 Lumber Top chord 2x4 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 flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets U240. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. This truss has not been designed to support lateral e.Aeti PROF¢ forces.Sheathing is required for any longitudinal -is, 00 Ndi fA .g (drag)forces.All horizontal and vertical diaphragms g f and connections shall be designed by the Engineer ra 1Tg32 PE °aC SUBMITTAL REVIEW Of Record. Y NO E7(CEPTIONS TAKEN 0 REVISE AND RESUBMIT L���ryryry 0 MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED REM f . Ell OF MEPRKONLTFOROFHEHAC MMANMAHCE THETHEOEMOHCONEEP- CO TR CT DOCUMENTS, GENERAL CION SHOWNNCE MO THE iSFORMCTTO RI RE- QUIRES/ISMS MICLWENt3.AM ACTION SNOWS MOPE a SUBJECT TO MO RE- n {3hEGi�P1 y WwEMEMS M THE FLANS AND SPECIFICATIONS.CONTRACTOR n REFON- if ri SIBIE fOR DIMENSIONS WMgi SNALL RE FIIORIGiEO ANO CORRELATE)PT 'O KTe SITE:FARMGTIp�PROCESSES"AND TE'NMUES OF CONSTRUCNON; ` r 25,1�4 S SATISFACTORY PERFORMANCEOF THOR WORK Ail OTHER TRADES;AND ME A I EXPIRATION DATE:1213112025 I BY l DATE 4.5.2C 224 04/01/L024 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box4a8 Trusses require a me 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 WI and SBCA)To safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per SCSI.Unless noted d herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for_permanent lateral restraint of webs shall have continuous lateral restraint(CLR),installed with diagonal bracing in led on the CLR per BCSI sections B3,B7,or B10,as applicable. Apply plates to each face of truss and positron as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A- for standard plate positions.Refer to jobs' General ALPINE* 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 ANITINE„,SAR, truss in conformance with ANSli I PI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawing,indicates acceptance of professional erl�Ineenng responsibility solely/or the design shown.The suitability and use of this drawing for any sucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Glenview,IL 60025 SEON:471664 FLAT Ply: 1 Job Number: 1223001 Cost:R 7175 JRef:1XYK71750005 T120 FROM:MG Oty: 1 Dartmouth DrwNo: 092.24.1020.26963 Truss Label: IBP22 / CA 04/01/2024 111.5X4 -- 3X5 A B ill lu_I• R 113X7 IB3X7 I—18"14--I 1'8"14 1'8'14 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:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): -0.002 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.003 B 999 240 D* 146 /- /- /77 /6 /75 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.013 A - - D /-224 Des Ld: 73.00 EXP.B Kzt.NA HORZ(TL): 0.014 A - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:54.13 ft TCDL:6.0 Building Code: Creep Factor 2.0 D Brg Wid=20.9 Min Req=- psf f Bearingrigid surface. Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.070 D is a 9 Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.026 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.676 Mazlmum Web Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:2(0)/4(0) Webs Tens.Comp. Webs Tens.Comp. GCpi:0.18 Plate Type(s): D-B 527 -527 B-C 554 -455 Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 Lumber Top chord 2x4 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 flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets L/240. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. ��fl P Rape This truss has not been designed to support lateral forces.Sheathing is required for any longitudinal 4.4 fkGi NgFR g (drag)forces.All horizontal and vertical diaphragms 17932 PE 0 0 and connections shall be designed by the Engineer a 4 SUBMITTAL REVIEW of Record. I NO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT f CIMAKECORRECTIONS NOTED ❑ SUBMITSPECIFIEDITEM CHE CKING IS ONLY FOR DENERp1 CONFORMANCE WITH THE DESIGN CONCEPT P./ OF THE PROJECT AND GENERAL COMPUANCE WITH THE INFORMATION El Cit. CONTRACT DOCUMENTS.ANY ACTION SHOWN ABOVE.IS SUBJECT TO TNT RE- OTREGON QWREMEMS HE P AN5{ND SPEtlFlG OR SOLE FOR:DIMENSIONS WO SHALL BE FABRICATED AND CORRELATE)AT 41- ft, THE JOB EJ FABRICATION OF Y 24 ill,� COORDOATIION OF ME WORK WI PROCESSES TOO MID TECHNIQUES LL OT ER TRADES: THE SATTSFACTORY PERFORMANCE OF THEO WORN. I EXPIRATION DATE:12)3112025 I BY ""' DATE 4. .2124 04/01/2024 *"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon klo **IMPORTANT". FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating h ndlingg shipping,installing.and bracing. Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Component Safety Information,by WI and'SI CA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2119 bracin per BGSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a Progeny _attach rigid ceiling.Locations shown for' emtanent lateral restraint of webs shall have continuous ateral restraint(CLR),installed with diagonal bracing installed on the CLR per SCSI sections B3,B7,or B10,as applicable. Agpty plates to each face of'truss and position as shown aboveand 4n the.Joint Details, unless noted otherwise. Refer to drawings 160A-Zfor standard plate positions.Refer to job's General ALPINE' Notes page or additional information. Alpine,a division of ITN!Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANS PI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawingor cover pa a listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown.The suitability and use of this 155 Madam Ave drawing for any structure is the responsibility of the Building-Designer per ANSI/TPPI 1 Sec.2. North Building,4th Floor • For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Glenview,IL 60025 SEQN:471665 FLAT Ply: 1 Job Number: 1223001 Cost:R7t75 JRet.1XYK71750005 T125 FROM:MG Qty: 1 Dartmouth DrwNo: 09224.1021.22200 Truss Label: IBP23 / CA 04/01/2024 B1.5X4 m3X5 A B : 1] ■ It3X7 tl3X7 I—1'11.14--1 1'11'14 1'11'14 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria ♦Maximum Reactions(ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): -0.002 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.002 B 999 240 C* 146 /- /- /77 /6 /66 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.010 A - - D /-197 Kzt:NA Des Ld: 73.00 EXP.B HORZ(TL): 0.011 A - - Wind reactions based on MWFRS Mean Height 54.13 ft NCBCLL:0.00 TCDL:8.0 psf Building Code: Creep Factor 2.0 C Brg Wid=23.9 Min Req=- BearingD is rigid surface. Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.095 a Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.036 Members not listed have forces less than 375# Re Fac:Yes Max Web CSI: 0.649 Maximum Web Forces Per Ply(Ibs) Spacing:24.0' C&C Dist a:3.00 ft P Loc.from endwall:Any FT/RT:2(0)/4(0) Webs Tens.Comp. Webs Tens.Corp. GCpi:0.18 Plate Type(s): D-B 466 -466 B-C 498 -385 Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 Lumber Top chord 2x4 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 flat TC(tD 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets L/240. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. s U P R t) e This truss has not been designed to support lateral 4,fp I<GI IVE4 rSs forces.Sheathing is required for any longitudinal 41 r (drag)forces.All horizontal and vertical diaphragms C9 17932 PE O and connections shall be designed by the Engineer m 1P SUBMITTAL REVIEW Of Record. tr11 NO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT f❑ MAKE CORRECTIONS NOTED ❑ SUBMIT SPECIFIED ITEM CNECNONG IS ONLY FOR GENERAL CONFORMANCE WITH THE OFSICN CONCEPT OE TTE PROJECT M.GENERAL CUMPUANCE WITH THE INFORMATION IN THE- / X n�N`, CONTRACT DOCUMENTS ANT ACTION SHOWN ABOVE.IS SUBJECT TO THE RE- IIFVUIREMENTS OF THE PLANS AND SPECIFICATIONS.CONTIIACTOR IS RESPON- SIBLE FOR DMTENSIONS WHHUi SHALL BE FABRICATED AMCORRELATED AT Act.2S�'1'•j THE JOB SRN FABMCATON PROCESSES AND TECNNpUES OF CONSTRUCTION ik COOROMATION OF THEM WORN WRN THAT OF ALL OTHER TRADES:AND THE 4 A 4' SONFACTORT PERFORM/M.OF TREM WORN. EXPIRATION DATE:12J31/2025 I BY 91'11A*A«- DATE 4. . 124 04/0112024 *'WARNING*" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Trues Components of Oregon,Inc. IANPO tTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses requirea me care in fabricating,handling,shipping,instal ing.and bracing. Refer to and follow the latest edition of BCSI(Building Comeflus OR 97113 Component Safety Information by WI and'SBCA)for sorely practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per SCSI.Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown forpC rmanent lateral restraint of webs shall have continuous lateral restraint(CLR),installed with diagonal bfacing installed on tie CLR per SCSI sections B3,B7,or B10,as applicable. Agpiy plates to each face oftuss and position as shown aboveand the Joint Details, unless noted otherwise. Refer to drawings 160A- for standard plate positions.Refer to job's General ALPINE* Notes page for additional information. Alpine,a division of ITV Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANsiaPI 1, Or for handling, shipping,.installation and bracing of trusses. A seal on this drawl or cover page 155 Harlem Ave listing this drawing indicates acceptance of protessional erlorneenng responsibilitysolely,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. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.corn;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:471666 FLAT Ply: 1 Job Number: 1223001 Cust:R7175 JRer:1XYK71750005 T125 FROM:MG City: 1 Dartmouth DrwNo: 09224.1021.26993 Truss Label: IBP24 / CA 04/01/2024 III1.5X4=-3X5 A B I-= A ro li ■ 1._I III3X7 Ill3X7 H 1,7.2 1. 1'T7'2 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:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): -0.002 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.003 B 999 240 D" 146 /- /- /77 /6 /82 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.015 A - - D /-244 Des Ld: 73.00 EXP:B Kzt:NA HORZ(TL): 0.017 A - - Wind reactions based on MWFRS Mean Height:54.13 ft NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor.2.0 D Brg Wid=19.1 Min Req=- Soffit: 2.00IBC 2018 Max TC CSI: 0.058 Bearing D is a rigid surface. BCDL:4.2 psf Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:h/2 to h WI Std: 2014 Max BC CSI: 0.022 Maximum Web Forces Per Ply(Ibs) Spacing:24.0„ C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.697 Loc.from endwall:Any FT/RT:2(0)/4(0) Webs Tens.Comp. Webs Tens.Comp. GCpi:0.18 Plate Type(s): D-B 571 -571 B-C 596 -506 Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 Lumber Top chord 2x4 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 flat TC@24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets L/240. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. This truss has not been designed to support lateral forces.Sheathing is required for any longitudinal � D P Rt7FF (drag)forces.All horizontal and vertical diaphragms { �NGI Napa S9. of Record ions shall be designed by the Engineer N 17932 PE oy SUBMITTAL REVIEW ca e T INO EXCEPTIONS TAKEN ❑ REVISEAND RESUBMIT diV 0 MAKECORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM ffffff I l CHECKING 6 ONLY FOR GENERAL CONFORMANCE WITR TRY DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE MFORAMRUTI W D5E. CONTRACT DOCIIMENIS.ANT ACTION SHOWN ONS.CONTRACTOR SUBJECT To ES ON- DIIIREMENTS OF INC PLANS AND SPECIFICATIONS.CONTRACTOR IS SOS qIF 0 OREGO N 4 MILE WARE...,LE FOR:DIMDINS WHIM SHALL NE FABRICATED AND WARE...,V GV V I! THE NIB SITE:FABMCAIiOX PROCESSES AND TECHNIQUES OF CONSTRUCTION; 6 ♦, COORDINATION.THEM WORN WITH THAT OF ALL OTHER TRADES;MiD THE " Y 25,10 SATISFACTORY PERFORMANCE OF THEIR WORN. A L BY 9'1t4A:L- dt DATE 4 . 124 1 EXPIRATION DATE:1T/31/2025 1 04/01/2024 '"WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components ofOregon.Inc. *IMPORTANT*. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 469 Trusses require efaeme 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 error 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 shalt have a properly attachh ngid ceiling.Locations shown for'ermanent lateral restraint of webs shall have continuous lateralrestraint(CLR),installed with .401 diagonal bl`acing installed on the CLR per SCSI sections B3,B7,or B10,as applicable. Apply plates to each of truss and position as shown above and n the Joint Details, unless noted otherwise. Refer to drawings 160A-Z'for standard plate positions.Refer to job's General ALPINE Notes page or 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 ANDwmwWNY truss in conformance with ANSITTPI 1, or for handling, shipping, installation and bracing of trusses, A seal on this drawl or cover page 155 Harlem Ave listing this drawing indicates acceptance of professional englneenng responsibility sotelyror 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. North Building,4th Floor • For more information see these web sites:Alpine:alpirteitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:is safe.orq;AWC:awc.org Glenview,IL 60025 SEQN:471667 FLAT Ply: 1 Job Number. 1223001 Gust:R 7175 JRef:1XYK71750005 T128 FROM:MG Qty: 24 Dartmouth DreNo: 092.24.1021.31733 Truss Label: IBP25 / CA 04/01/2024 92x4 114X5.3X5 Nt m TE rix 1 IE13x7.l D 7 I 1100 G 3 g 1'1 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:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): -0.004 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.005 B 999 240 D* 146 /- /- /77 /6 /112 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.027 A - - E 1-518 EXP:B Kzt:NA Des Ld: 73.00 •HORZ(TL): 0.029 A - - D /-510 Mean Height:57.46 ft NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor 2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CST: 0.082 D Brg W id=22.4 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.034 Bearing E is a rigid surface. RepFac:Yes Max Web CSI: 0.374 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 E-D 418 -403 Lumber Maximum Web Forces Per Ply(Ibs) Top chord 2x4 DF-L#2 Webs Tens.Comp. Webs Tens.Comp. Bot chord 2x4 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud:W1, E-C 945 -941 C-D 1164 -1056 W5 2x4 DF-L#2; Bracing (a)Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets L/240. to Pt/Op Additional Notes �4. :<xsl NFgk F�"fii Truss must be installed as shown with top chord up. to 1 T9 PE it SUBMITTAL REVIEW tdtThis truss is designed to support vertical loads only_ ¢' NO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT This truss has not been designed to support lateral 1' ❑ MAKE CORRECTIONS NOTED CI SUBMIT SPECIFlED REM forces.Sheathing is required for any longitudinal y� (drag)forces.All horizontal and vertical diaphragms t x • CHECKING IS ONLY FOR GENERA/CONFORMS.IWITH WE DESIGN CONCEPT �J f OF THE PROLE.AM GWER•L COMMAS.WITH THE INFORMATION IN WE- and connections shall be designed by the Engineer CWT..DOCUMENTS.ANY ACTION SHOWN„DOVE.Is SUBJECT TO THE RE of Record. 1 {y O E N `.¢ �DIM�roNS�WHICHH su L RE ABRICACONTRACTOR o TO CRRELATE I AT L.. \. •44r z'3.,1�i V WE NIB SITE:FABRICATION PROCESSES ANDTECNNIOUES OF CONSTRUCTION: e A STISF�ORY PERFORMANCE OF THEIR WORN.TION OF THEIR WORK WITH TROT OFOIL OTTER TRADES:AND THE EXPIRATION DATE:12(31/2025 I BY 4"`- DATE 4.5.2 24 04/01/2024 `"WARNING*" READ 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 a me care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of R[-S1(Building Comelius OR 97113 Component Safety Information,by WI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracingBCSI.Unless noted o rwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachdngid ceiling.Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint(CLR),installed with diagonal bracing installed on the CLR per BCSI sectionsPB3,B7,or 810,as applicable. Apply plates to each face of'truss and position as dshown aboveand on the.joint Details, unless noted otherwise. Refer to drawings 160A-Z•fer standard plate positions.Refer to job's General ALPINE' otes 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 MVDW<aw.N truss in conformance with ANSIIPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawing indicates acceptance of professional eneenng responsibility solely-tor the design shown.The suitability and use of this drawing for any structuregtn is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor • For more information see these web sites:Alpine:alpineilw.com;TPI:tpinstorg;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:471668 FLAT Ply: 1 Job Number: 1223001 Gust:R 7175 JRef:1XYK71750005 T131 FROM:MG Qty: 1 Dartmouth DrwNo: 092.24.1021.35647 Truss Label: IBP26 / CA 0401/2024 q 74ti 5z3x5 A B IWS BT 1 __ / � 'I13x7o �e ra 3f1 I Y1-•14 18 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,P1 in PSF) DefiJCSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pt:21.2 Ce:1.1 VERT(LL): -0.004 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.005 B 999 240 E* 146 /- 1- /77 /6 /120 Risk Category:II BCDL: 10.00 Snow Duration:1.15 HORZ(LL): -0.031 A - - E 1-555 EXP:B Kzt:NA HORZ(TL): 0.033 A D 1-546 Des Ld: 73.00 Mean Height:57.46 ft Wind reactions based on MWFRS NCBCLL:0.00 Building Code: Creep Factor:2.0 TCDL:6.0 psf IBC 2018 Max TC CSI: 0.070 E Brg W id=20.9 Min Req=- Soffit: 2. BCDL:4.2 psfBearing E is a rigid surface. Load Duration: 1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.032 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.393 Maximum Bot Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:2(0y4(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 E-D 418 -403 Lumber Maximum Web Forces Per Ply(Ibs) Top chord 2x4 DF-L#2 Webs Tens.Comp. Webs Tens.Comp. Bot chord 2x4 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud:W1, E-C 1003 -998 C-D 1240 -1140 W5 2x4 DF-L#2; Bracing (a)Continuous lateral restraint equally spaced on member, Purlins In lieu of structural panels use purlins to brace all flat TC(§124"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets U240. a-t¢ P R O,e , Additional Notes g'.� okai NEFg d's, Truss must be installed as shown with top chord up. 17932 PE 194- SUBMITTAL REVIEW This truss is designed to support vertical loads only. e 9 O NO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT This truss has not been designed to support lateral t 0 MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM forces.Sheathing is required for any longitudinal LiTt (draforces.All horizontal and vertical die ra ms CHECNING M ONLY FOR GENERAL CONFORMANCE WBM THE OESICN CON/AT l9J 9t�1Y" OF THE PROTECT AND GENERAL COMPLIANCE WITH THE INFORMATION IN IHE- and connections shall be designed by the Engineer It CONTRACT DOCUMENTS ANY ACTION SHOWN ABOMF-6 SUBJECT TO THL RE- of Record. \\ DUREMENTS OF THE PLANS AND SPECIFICATIONS.CONTRACTOR IS RES LOW SIBLE FOR:DIMENSIONS MUCH 54401E RE FABRICATED AND CORRELATE.,AT t'f144E JOB ATE:FABNMATdI PROCESSES AND"EMBALMS OF CONSTRUCTIO: A'• fr., COORDINATION E THEM WORN WITH THAT OF ALL OTHER TRADES:AND THE SATISFACTORY PERFORMANCE OF THEIR WORN EXPIRATION DATE:12531/2025 I BY 1AZi- DATE 4.5.2 24 04/U 112U24 "WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT'"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating handling,shipping,installing and bracing..Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component safety Information,byTPI and'SBCA)f safely practices rior 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 chgrd shall have a rope attachd rigid ceiling.Locations sown for permanent lateral restraint of webs shall have continuous!ateral restraint LR),installed with diagonal bracing installed on the CLR per BCSI sections B3,B7,or B10,as applicable. Apply plates to each face of truss and positron as Shown aboveand on the.joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.Refer to jobs General ALPINE' Notes page for additional information. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible nsible for any deviation from this drawing,any,failure to build the ANOWCOMPANY truss in conformance with ANSI/I-PI 1, or for handling shipping,,installs ion and bracing of trusses. A seal on this drawi or cover page 155 Harlem Ave listing this drawing,indicates acceptance of professional er�glneenng responsibility solely for the design shown.The suitabilityand use of this North Building,4th Floor drawing for any strcture is the responsibility of the Building Designer per ANSI/TPI 1 Sec2. Glenview,Buil IL 60025 • For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org SEQN:471669 FLAT Ply: 1 Job Number: 1223001 Cost:R 7175 JRef:1XYK71750005 T130' FROM:MG Qty: 1 Dartmouth DrwNo: 092.24.1021.40453 Truss Label: IBP27 / CA 04/01(2024 112x4 R4x5..3X5 I1I1W5 DT II— 3X1��3x° Lil1 I r.111.1 11.1 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,P(in PSF)) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): -0.003 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.004 B 999 240 D* 146 /- I- /77 /6 /105 BCDL: 10.00 Risk Category.II Snow Duration:1.15 HORZ(LL): -0.024 A - - E /-486 Des Ld: 73.00 EXP:B Kzt:NA HORZ(TL): 0.026 A - - 0 /-479 Mean Height:57.46 ft NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor.2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.095 D Brg W id=23.9 Min Req=- Load Duration:1.15 WI Std: 2014 Max BC CSI: 0.036 Bearing E is a rigid surface. MWFRS Parallel Dist:h/2 to h Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSC 0.358 Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 E-D 418 -403 Lumber Top chord 2x4 OF-L#2 Maximum Web Forces Per Ply(Ibs) Bot chord 2x4 OF-I#2 Webs Tens.Camp. Webs Tens.Comp. Webs 2x4:DF-L Standard+DF-L Stud:W1, E-C 895 -891 C-D 1098 -983 W5 2x4 DF-L#2; Bracing (a)Continuous lateral restraint equally spaced on member. Purl ins In lieu of structural panels use purlins to brace all flat TC@24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure_Deflection meets L/240. grc0 PROfiF Additional Notes .c� 001 Nu:g Sa % r Truss must be installed as shown with top chord up. N, inn PE dy SUBMITTAL REVIEW cs This truss is designed to support vertical loads only. 9 giiirNO EXCEP IONSTAKEN ❑ REWSEAND RESUBMIT Cr This truss has not been designed to support lateral 0 MAKE CORRECr1oN5 NOTED 0 SUBMIT SPECIFIED ITEMdiaphragmsforces.Sheathing is required for any longitudinal (drag)forces.All horizontal and vertical diaphragms +y CHECKING 60NLY FOR OEHERIT CONFORMANCE WITH THE RESWH 005550T. and connections shall be designed by the Engineer (f of HE PROJECT.w GENERAL COMPLIANCE WnH THE INFORMATION u ME OCT DOCUMENTS.ANY ACRON SHOWN ABOVE.IS SUBJECT TO THE RE. Of Record. °SIWBIRE MOS OF IS05.NS SSPLL`E ` DTOREATE>TE ,UkEGON,,/ 7SITE;FAHMGT00PROCESSESAHDTECHNIOUFS OFCONSTRUCTION. t. COORDINATION OF THEIR WORN WITH THAT OF ALL OTHER TRADES:AND THE ' i SATISFACTORY PERFORMANCE OF MHETR WORN. C A BY +►:-- DATE 4.5.2 24 1 EXPIRATION DATE:12/3U2025 I 04/01/2024 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Iro. IMPORTANT.* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.BoO468 Trusses require extreme are 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 choQrrd shall have a propeny attached rigid ceiling.Locations shown forpemlanent lateral restraint of webs shall have continuous lateral restraint(CLR),installed with /146 diagonal bracing installed on the CLR per SCSI sections B3,B7,or B10,as applicable. Apply plates to each face of ti and position as shown abovearks on the Joint Details, unless noted otherwise. Refer to drawings 160A-L for standard plate positions.Refer to job's General ALPINE* Notes page or 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,IP! 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawl or cover page 155 Harlem Ave listing this drawing,indicates acceptance of professional engineering responsibility solely/or the design shown.The suitability and use of thisdrawing for any s ructure is the responsibility of the Building-Designer per ANSUTPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Glenview,IL 60025 SEQN:471670 FLAT Ply: 1 Job Number: 1223001 Cost:R7175 JRef:1XYK71750005 T127' FROM:MG Qty: 1 Dartmouth DrwNo: 092.24.1023.25297 Truss Label: IBP28 I CA D4/01/2024 R2X4w3X5 R4X5 A B -r W5 mw T 1 E /4 D R3X7 3X7 11''2-1 r7 Trill 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:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): -0.004 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.005 B 999 240 E* 146 /- /- /77 /6 /131 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.037 A - - E /-605 EXP:B Kzt:NA HORZ L: 0.039 A D /-595 Des Ld: 73.00 Mean Height:57.46 ft � ) Wind reactions based on MWFRS NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor 2.0 E Brg Wid=19.1 Min Req=- Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.058 Load Duration:1.15 TPI Std: 2014 Max BC CSI: 0.030 Bearing E is a rigid surface. MWFRS Parallel Dist:h!2 to h Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.419 Maximum Bot Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:2(0y4(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 E-D 418 -403 Lumber Maximum Web Forces Per Ply(Ibs) Top chord 2x4 DF-L#2 Webs Tens.Comp. Webs Tens. Comp. Bot chord 2x4 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud:W1, E-C 1083-1078 C-D 1345 -1253 W5 2x4 DF-L#2; Bracing (a)Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels use pudins to brace all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. . End verticals exposed to wind pressure.Deflection meets L/240. 09 7RAFP Additional Notes 46 f1t01 rut. .S.'p42 Truss must be installed as shown with top chord up. c-. 17932 PE 01 SUBMITTAL REVIEW This truss is designed to support vertical loads only_ gie T INO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT Cr This truss has not been designed to support lateral ❑ MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM forces.Sheathing is required for any longitudinal (drag)forces.All horizontal and vertical diaphragms /" f I a ED"°,D a°"`r`°"`E"E""`` 'F°"M""`E'"""TME DES`"`°"n°` ( 9) DF NNE PROJECT ME GE"FRILL COONIUNCE ABODE THE I SFORM.nO ONE. and connections shall be designed by the Engineer CONTRACT S OF TH A ANT ADTIDP,S HRR AROVE.IS SUITE.CCT To ES RE. of Record. O REGON BIBL EMEMO OF THE PLANS AND MALL BE CONTRACTOR IS RES NNE BIBLE FOR a FABRICATOR W WCH SHALL RE FABRICATED AND CORRELATE]AT {y i� Q TOE JOB AT FAF TNEIR PROD ITTI T AND HAT f ALL M.OME OF AC STR.ME '�lY ltr',1�y5 S V SATISFACTORY PERFORMANCE OF THEIR WORK µL OTHER TRACES:A.THE 0,1„, BY 44L--44<wit DATE4.5.2C24 EXPIRATION DATE:12/3112025 04/01/2024 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon.too IMPORTANT** FURNISH.THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling shipping,instal ing•and bracing.•Refer to and follow the latest edition of BCSI Building Comerws OR 97113 Component Safety Information,by WI and'SBCA)Too'safety practices pnor to performing these functions. Installers shall provide to porary (5031357-21it bracingr BCSI.Unless noted otherwise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly attachd per ceiling.Locations shown for permanent lateral restraint int of websshall have continuous rateral restraint(CLR),installed with diagonal bracing installed on the CLR per BCSI sections B3,B7,or B10,as applicable. Apply plates to each face of truss and pgsltion as Shown aboveand on the.Joint Details, unless noted otherwise. Refer to drawings 160A-Z•for standard plate positions_Refer to job's General ALPINE* Notes page tor 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 ANITW CNPAO truss in conformance with ANSIFI 1, or for handling, shipping,,installaion and bracing of busses. A seal on this drawing or cover page 155 Harlem Ave listing thisdrawing indicates acceptance of professional enoiineenng responsibility solely for the design shown.The suitability and use of this North Building,4th Floor drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Glenview,Buil ILig.4 h For more information see these web sites:Alpine:alpineilw.com;TPI:tpinst.oro;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org SEQN:471671 FLAT Ply: 1 Job Number: 1223001 Cust:R7175 JRef:1XYK71750005 T137 FROM:MG Qty: 24 Dartmouth DrwNo: 09224.1023.29053 Truss Label: IBP29 / CA 04/01/2024 1111A. 003X5 g T 1I-1 In !PI co cv I% I 1 ��-J ',Pr 1113X5 II1.5X4 I—1'10"6—"'I 1106 "I 1'10"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:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.000 B 999 240 C* 146 /- /- /77 /5 /29 BCDL: W.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.001 A - - Wind reactions based on MWFRS EXP:B Kzt:NA Des Ld: 73.00 Mean Height:50.75 ft HORZ(TL): 0.001 A - - C Brg Wid=22.4 Min Req=- NCBCLL:0.00 Building Code: Creep Factor 2.0 Bearing D is a rigid surface. TCDL:4.2 psf Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.078 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.030 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.099 Loc.from endwall:Any FT/RT2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 Lumber Top chord 2x4 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 flat TC@24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets L/240. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. This forces.Sheathing suss has not een requidesigned ed for any longitudinalto rt rel { � 4 G N6-�. dK,. (drag)forces.All horizontal and vertical diaphragms 17932 PE and connections shall be designed by the Engineer (1O1 SUBMITTAL REVIEW Of Record. rY f°` 9 iNO EXCEPTIONS TAKEN 0 RENSE AND RESUBMIT {��7 ,,{{ 0 MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM L }/ * CHHCNOG IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT �T fj OF THE PROJECT AND T.MAC*COMPWNCE VAIN THE INFORMATNHN N THE- }s((�SS CONTRACT DOCIIMENIS.ANY ACRON SHOWN ABOVE.R SUBJECT TO TOT RE- QT� s 1,0 ? INCREMENTS OF THE PLANS AND SPECIFICATIONS.CON.ACTDR IS RES+O- RIBLE MT DIMENSIONS WHICH SHALL HE FAE.CATED AND CORRERATEJ AT N THE JOBS TTO FABRICATION PROCESSES AND TEAL 00S OF CONSTRUCTION: Air IS, � Z COORDINATOR OF THEN WORN W.THAT OF ALL OTHER TRADES;AND THE e A 4 SATISFACTORY PERT:WW1 E OF THEIR WORN. I EICPIRATION DATE:1213112025 I BY + - DATE 4.5.2 24 04/01/2024 **WARNING*" READ 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 a eme care in fabricating handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Come0RJs OR 97113 Component Safety Information,by.TPI end'SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-211s bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rgid ceiling.Locations shown for'oermanent lateral restraint of webs shall have continuous rateral restraint(CLR),installed with /41116 diagonal bracing installed on the CLR per BCSI sections B3,B7,or B10,as applicable. Apply plates to each face of'truss and position as shown above and the.loint Details, unless noted otherwise. Refer to drawings 160A-Z'for standard plate positions.Refer to job's General ALPINE' Notes page for additional information. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from the drawing, m/failure to build the AwmN oNW N truss in conformance with ANSI/TPI 1, or for handling, shipping,.installation and bracing of trusses. A seal on this drraayv i or cover page 155 Harlem Ave listing this drawing,indicates acceptance of professional erlameenng responsibilitysolelyTor the design shown.The suitability and use f this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor • For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Glenview,IL 60025 SEQN:471672 FLAT Ply: 1 Job Number: 1223001 Gust R 7175 JRet:1XYK71750005 7132' FROM:MG Qty: 1 Dartmouth DrwNo: 092.24.1023.31990 Tress Label: IBP30 / CA 04/01/2024 I 4 IIIA.5X =3X5B stito co 17N 11 ■ _ ���9 ., 1113X5 I111.5X4 1---1'8'14---i 18.14 1'8"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:25.0 Ct.1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.000 B 999 240 D* 146 /- /- /77 /5 /31 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.001 A - - Wind reactions based on MWFRS EX Des Ld: 73.00 ''B Kzt.NA HORZ(TL): 0.001 A - - D Brg Wid=20.9 Min Reg=- NCBCLL:0.00 Mean Height:50.75 ft TCDL:4.2 psf Building Code: Creep Factor:2.0 Bearing D is a rigid surface.Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.066 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:h/2 to h WI Std: 2014 Max BC CSI: 0.025 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.099 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 Lumber Top chord 2x4 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 flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets L/240. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. This truss has not been designed to support lateral forces.Sheathing is required for any longitudinal 4 G I p Opp (drag)forces.All horizontal and vertical diaphragms gp' R s and connections shall be designed by the Engineer C•` 17932 PE 0 SUBMITTAL REVIEW of Record. is ' INOEXCEPTIONSTAKEN 0 RENSEAND RESUBMIT cr /// ❑ MANE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM (., CRECRINC M MT FOR GENERAL CONFORMANCE WITH THE DESIGN CONAEPT ( OF THE PROTECT AIb GENERAL COMPLIANCE W.IRE INFORMATION IN)NE- (�p� CONTRACT DOCUMENTS,ANY ACTION SHOWN ABOVE a SURIECT TO THI RE. 4 EV Q N W WEINENIS OF THE PU1NS AND BPEaTICA0IONS.CONTRACTOR IS ATE)AT SIBLE FOR:DIMENSIONS WHICH SWILL BE FARRICATED AGO CORRELATE)AT {� {k THE JOB SITE:FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION; 44)'25,10. t COORDINATIONITH OF THEIR WORN W.THAT Of ALL OTHER TRADES:AND IRE a)1. SATISFACTORY PERFORMANCE Of THEIR WORK. �N ���_��{ BY T"LE""- DATE 4 .2 I 4 EXPIRATION DATE:1213112025 U4/0I/2024 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components otOregon,Inc TIMPORTANT0° FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require a ems care in fat tcating handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component S fety Information,by TPI and SBCA)Tor safety practices prior to performing these functions. Installers shall provide temporary (503)357 2118 brawn per SCSI.Unless noted omerwise,top chord shall have proper) attached structural sheathing and bottom ch d shall have a property attached rigid ceilinrxg1.�Locations shown for permanent lateral restraint of websshall have continuous lateral restraint(CLR),installed with diagonal bracingg insRalled on the CLR per SSI sections B3,B7,or B10,as applicable. Apply plates to each face of truss and position as shown above a don the Joint Details, unless noted otherwise. Refer to drawings 160A-Z'for standard plate positions.Refer to job's General ALPINE' Notes page for addl8onal 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/TRI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave AHHW�PAH listing this drawing,indicates acceptance of professional enrnLneenngg responsibility solelytor the design shown.The suitability and use of this drawing for any ructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4dt Floor For more information see these web sites:Alpine:alpineilw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 • SEON:471673 FLAT Ply: 1 Job Number: 1223001 Cust R7175 JRef:1XYK71750005 T133 FROM:MG Qty. 1 Dartmouth DrwNo: 09224.1023.34937 Truss Label: IBP31 / CA 04/01/2024 1111A5X4 -3X5g r.r. In is N 11 If I■—J e, 1113X5 II11.5X4 I--1'11"14 1'11'14 '� 1'11"14 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def 1CSI Criteria A Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.000 B 999 240 C* 146 /- I- /77 /5 /27 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.001 A - - Wind reactions based on MWFRS Des Ld: 73.00 EXP.B Kzt:NA - Mean Height:50.75 ft HORZ(TL): 0.001 A C Brg Wid=23.9 Min Req=- NCBCLL:0.00 Building Code: Creep Factor 2.0 Bearing D is a rigid surface. TCDL:4.2 psf IBC 2018 Max TC CSI: 0.089 Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.034 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.099 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud: Purling In lieu of structural panels use puffins to brace all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets L/240. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. This forces.Sheathing iuss has not s requin redfor any longned to itudinalrt N.N. C NRape &, (drag)forces.All horizontal and vertical diaphragms g 17932 PE and connections shall be designed by the Engineer vSUBMITTAL REVIEW Of Record_ to r 7. 1 NO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT 0 MAKE CORRECTIONS NOTED ❑ SUBMIT SPECIFlED ITEM CNECRING IS DOLE FOR GENERAL CONFORMANCE WRE RE DESIGN CONSEPT O RE PROJECT ROD GENERAL COMPLLRICE W1R TOE INFORMATON IN POE- CONIRACT DOCUMENTS ANY ACTOR SHOWN Ae0CR.6 SU9IECT TOR!RE- J/�u�j,EG/�O``,, WIREMENTS O RE PUNS AND SPECIFICATIONS.CONTRACTOR IS RESPO- V REV V 1� .y SIDLE COW DIMENSIONS WHICH SHALL OE FABRICATED AND CONREIATE I AT CIL F CONSTRUCTION: L 44y aa 5 � C. COORDINATOR FA OF R IDATIOM THER WORN WITH PROCESSES TROT D i OF ALLOTOER E OTRADEN AND TIE t. S SATISFACTORY PERFORMANCE OF TORN WORN. A I q EXPIRATION DATE:12J3112025 I BY czy 1t4AA.... os*-L'/ DATE 4.5.2Q24 04/01/2024 **WARNING** READ AND FOLLOW ALL NOTES ON THIS ORAWINGi, Truss Components of Oregon,Inc. **IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require a eme care in fabricating,handling,shipping,instal ing and bracing..Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI one 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 property attached cold ceilmq.Locations shown forpermanent lateral restraint of webs shall have continuous lateral restraint(CLR),installed with diagonal bracing installed on the CLR per BCSI sections B3,B7,or B10,as applicable. Apply plates to each face.of truss and position as shown aboveand the.joint Details, unless noted otherwise. Refer to drawings 160A-Zfor 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 AS TT 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 155 Harlem Ave listing this drawing indicates acceptance of professional ennocLlneenng responsibility solely-for the design shown.The suitability and use of this North Building,4th Floor 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 Glenview,IL 60025 SEQN:471674 FLAT Ply: 1 Job Number: 1223001 Cost:R 7175 JRef:1XYK71750005 T102 FROM:MG Qty: 1 Dartmouth DrwNo: 09224.1023.39663 Truss Label: IBP32 / CA 04/01/2024 I 4 IIIA.SX =3X5B T � tO w cv 1� � e, IN 3X5 Ill.5X4 H-1'7"2 t 1'7"2 i 1'7"2 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(Ibs),or'=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl IJ# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.000 B 999 240 D* 146 I- 1- /77 /5 /34 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.001 A - - Wind reactions based on MWFRS EXP:B Kzt:NA Des Ld: 73.00 Mean Height:50.75 ft HORZ(TL): 0.001 A - - D Brg Wid=19.1 Min Req=- NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Bearing D is a rigid surface. Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.055 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.021 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.100 Loc.from endwall:Any FT/RT:2(0)14(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud: Purlins In lieu of structural panels use pur!ins to brace all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets L/240. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. This truss has not been designed to support lateral 0.0 P R Opp, forces.Sheathing is required for any longitudinal 'l4 Ese l NB5,q 0.0 (drag)forces.All horizontal and vertical diaphragms 43 and connections shall be designed by the Engineer M 17932 PE 0.0., SUBMITTAL REVIEW Of Record. ts se 9 I NO EXCEPTIONS TAKEN 0 REVISE AND RESUBMt {{�� �� I .0 MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM y 1{ CHECRIN.6 ONLY FOR GENERAL CONFORMANCE WITH THE OEMCONCEPT GN {lY OF THE PROTECT ANO GENERAL COMPWM:E WITH THE INFORMATION IN RIE- CONTRACT COCORENT.AW ACTION SHOWN ABOVE.6 SUBJECT TO TH R. TiC}fN V I OIMEMENR M THE MARS AND HALLS FABRICATED CONTRACTOR IS R VrSE V V N SIMS MR:OMENSIOMS WHICH SHALL OE FABRICATED ARO CORRELATED AT �,1� THE ROB SITE:FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION; �r ,1 s C, COMOMATION SATISFACTORY PERFORM F THEM WORNWIWI THATT OF ALL OTHER TRADES;AND THE • C a 0 BY +.�- DATE 4.5.2 24 EXPIRATION DATE 12l31/20T5 U4/01/2024 "*WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! TRTlssComponents ofOregon,Inc. IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Boo468 Trusses require eueme 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 safely practices prior to performing these functions. Installers shall provide temporary (503)357-2119 bracing per BCSI.Unless noted o rwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown forpermanent lateral restraint of webs shall have continuous lateral restraint(CLR),installed with diagonal bracing installed on the CLR per SCSI sections B3,B7,or B10,as applicable. ALppty plates to each face of'truss and position as shown above and the,Joint Details, unless noted otherwise. Refer to drawings 160A- for standard plate positions.Refer to job's General ALPINE' Notes page or 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 AYRWa wANY truss in conformance with ANSITTPI 1, or for handling, shippingg,��installation and bracing of trusses. A seal on this drawingor cover page listing this drawing indicates acceptance of professional errhhgq_lne8ring responsibilitysolely for the design shown.The suitabilty and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building�esigner per ANSI/TPI 1 Sec.2. North Building,4th Floor • For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEON:471675 FLAT Ply: 1 Job Number: 1223001 Cust:R7175 JRet:1XYK71750005 T135' FROM:MG Qty: 24 Dartmouth DrwNo: 09224.1023.42813 Truss Label: IBP33 / CA 04/01/2024 R2X4 14X5ss3X5 A B W5 B1 Jh- WLi e3X7 114X57D �3X L. 77i' 'B t�03 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:25.0 Ct 1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): -0.004 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.006 B 999 240 D. 146 I- I- /77 /6 /120 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.036 A - - E /-597 EXP:B Kzt:NA Des Ld: 73.00 Mean Height:58.12 ft HORZ(TL): 0.039 A - - D /-588 NCBCLL:0.00 TCDL:6.0 psi Building Code: Creep Factor 2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.082 D Brg Wid=22.4 Min Req=- Load Duration:1.15 TPI Std: 2014 Max BC CSI: 0.036 Bearing E is a rigid surface. MWFRS Parallel Dist:h/2 to h Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.481 Loc.from endwall:Any FT/RT2(0y4(0) Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 E-D 445 -430 Lumber Top chord 2x4 DF-L#2 Maximum Web Forces Per Ply(Ibs) Bot chord 2x4 DF-L#2 Webs Tens.Comp. Webs Tens.Comp. Webs 2x4:DF-L Standard+DF-L Stud:W 1, E-C 1072-1067 C-D 1323 -1214 W5 2x4 DF-L#2; Bracing (a)Continuous lateral restraint equally spaced on member. Purl ins In lieu of structural panels use pudins to brace all flat TC@24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets U240. Additional Notes g�yp�9tiN �r $S Truss must be installed as shown with top chord up. 17932 PE 01- SUBMITTAL REVIEW fa This truss is designed to support vertical loads only. a T INO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT This truss has not been designed to support lateral El MAKE CORRECTIONS NOTED 0 SUBMITSPECIFlED ITEM forces.Sheathing is required for any longitudinal (drag)forces.All horizontal and vertical diaphragms Cf CxECRRw IS ONLY FOR*ExERAL CONFORMANCE WRIT NM oEswx�wERT and connections shall be designed by the Engineer t! OF THE PROJE`T""°AETORAL COMPLIA CE,TTM TME INFORMATION Ix OIE. CONTRACT DOCUMEIri ANT ACTION SHOWS ABOVE S SUBJECT TO TIn RE of Record. g1IREMENTs OF THE PIANO AHD SPRQRCATIOSS.CONTRACTOR IS REYON. QREGO(11 A/�. WEJIBID FOR:DIMENSIONS WHICH SHALL RE OFABRICATEDTECHNIQUES OF CONSTRACOIR: -ulr' `TO r(y COORDINATION OF THEIR WORN WITH THAT OF ALL OTHER TRADES;AND THE '% SATISFACTORY PERM:MANCE OF THEIR WORD� BY T .1usLA - 4—di DATE 4. .2$24 IXPIRATIDN DATE:1313112D25 04/01/22024 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlingg shipping,Installing,and bracing..Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information by TPI and SBCA)for safPety practices pnor to performing these functions. Installers shall provide tempos y (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 continuous Lateralrestraint(CLR),installed with diagonal bracing installed on the CLR per SCSI sections B3 B7,or B10,as applicable. Apply plates to each of truss and position as dhown aboveand_on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.Refer to Job's General ALPI N E otes page or additional information. Alpine,a division of ITW Buildin,gComponents Group Inc.shalt 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 155 Harlem Ave ANmY<D�AN listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown.The suitabiliii and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineilw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Glenview,IL 60025 SEQN:471676 FLAT Ply: 1 Job Number: 1223001 Cust:R7175 JRef:1XYK71750005 T129 FROM:MG Qty: 1 Dartmouth DrwNo: 092.24.1023,45927 Truss Label: IBP34 / CA 04/01/2024 II2x4m3x5 ll4x5 A B ir 5 ,Da))gaI F1 E 4x5o N3x7 I3x7 F73 14.1 e•1 'e'1 1T:n4T Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefllCSI Criteria ♦Maximum Reactions(Ibs),or'=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in lee L/defl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): -0.005 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.006 B 999 240 D* 146 /- /- /77 /6 /129 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.041 A - - E /-640 Des Ld: 73.00 EXP.B Kzt:NA HORZ(TL): 0.044 A - - D /-629 Mean Height 58.12 ft 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: 0.070 D Brg Wid=20.9 Min Req=- BCDL:4.2 psf Bearing E is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.034 RepFac:Yes Max Web CSI: 0.507 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Bot Chord Forces Per Ply(ibs) Chords Tens Comp. GCpi:0.18 Plate Ty pe(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 E-D 445 -429 Lumber Top chord 2x4 DF-L#2 Maximum Web Forces Per Ply(Ibs) Bot chord 2x4 DF-L#2 Webs Tens.Comp. Webs Tens. Comp. Webs2x4:DF-LStandard+DF-LStud:W1, E-C 1139-1134 C-D 1411 -1309 W5 2x4 DF-L#2; Bracing (a)Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels use puffins to brace all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets L/240. 0,4 P R Op Additional Notes 4,*. OLOi NEFR 8`,. Truss must be installed as shown with top chord up. ca 17932 PE Og SUBMITTAL REVIEW This truss is designed to support vertical loads only. ce iirND EXCEPTIONSTAKEN 0 REVISE AND RESUBMIT This truss has not been designed to support lateral ` forces.Sheathing is required for any longitudinal 0 (drag)forces.All horizontal and vertical diaphragms - f LJ" 0 MAKE CORRECTIONS NOTED 0 SUBMFrSPECIFIEDITEM C EOMNO ON YFOROQERA CONFORMANCEwRH HE DESGNDONLER and connections shall be designed the Engineer DF,HE FITD DOCUMENTS ANT ACTION SHOWN ABOVE.THE SU IE.TO R mF g by g QUIDEMDONTRACT DDCUMEmS.ANY AND NN SHOWN ONS.0 IS 000IOR TO THE RE- ofRecord. EGON Q EDIT DIMMEENSIONS THE WM SMALL E FARRICATTEEDNNOD CWNEUTT.ES AT !! THE�SITE:F000ICATION PROCESSES ANDTECNNIDHES OF CONSTRUCTION:WI COORUMIN OF THEIR WORE W.THAT OF ALL O..TRADES:AND THE E::::i::::::i::::::i:::i:::::::::1: 7 SATISFACTORY PERFORMANCE OF THEIR WOOD.. 1 EXPIRATION DATE:1213112025 I BY DATE 4. .21 4 i14/01/2024 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inca IMpORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlings shipping,installing and bracing..Refer to and follow the latest edition of Br-Si(Building Coo etls OR 97113 Component Safety Information,by TPI and SBCA)Foy safety practices prior to performing these functions. Installers shall p ide temporary (503)357-2118 bracing per BCSI.Unless noted omeiwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propeily attached rigid ceiling.Locations shown forpermanent lateral restraint of webs shall have continuous lateral I baint(CLR),installed with diagonal bracing installed on the CLR per SCSI sections B3,B7,or B10,as applicable.Apply plates to each face of'buss and position as shown above and Z'for standard plate positions.Refer to job's General ALPINE. 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 ems, truss in conformance with ANSI/TPI 1, or for handling, shipping,.installation and bracing of trusses. A seal on this drawingAw or cover page 155 Harlem Ave listing this drawing,indicates acceptance of professional en n meeng 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. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEON:471677 FIAT Ply: 1 Job Number: 1223001 Gust:R7175 JRef:1XYK71750005 T124 FROM:MG City: 1 Dartmouth DrwNo: 052.24.1023.45880 Truss Label: IBP35 / CA 04/01/2024 ili4AX5=3X5 B WS m e r,�,l I F Nl 1337 usXro TV AT r�t8 I Y'4"'I°I Loading Criteria(psf) 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:25.0 Ct:1.1 CAT:II PP Deflection in hoc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): -0.004 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.005 B 999 240 D* 146 /- /- /77 16 /113 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.032 A - - E /-561 EXP:B Kzt:NA Des Ld: 73.00 D /-552 Mean Height:58.12 ft HORZ(TL): 0.034 A Wind reactions based on MWFRS NCBCLL:0.00 TCDL 6.0 psf Building Code: Creep Factor:2.0 Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.095 D Brg W id=23.9 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.037 Bearing E is a rigid surface. RepFac:Yes Max Web CSI: 0.460 Members not listed have forces less than 375# Spacing:24.0'• C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:2(0y4(0) Maximum Bot Chord Forces Per Ply(Ibs) CtRnJs Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.23.01.02.0731.17 E-D 445 -430 Lumber Top chord 2x4 DF-L#2 Maximum Web Forces Per Ply(Ibs) Bot chord 2x4 DF-L#2 Webs Tens.Comp. Webs Tens.Comp. Webs 2x4:DF-L Standard+DF-L Stud:W1, E-C 1014-1010 C-D 1247 -1131 W52x4OF-L#2; Bracing ` (a)Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets U240. 00 PROCF Additional Notes .� fc1`G1 Ntfk 3i1,,� Truss must be installed as shown with top chord up. N., 17932 PE ay SUBMITTAL REVIEW This truss is designed to support vertical loads only. te 17 if NO EXCEPTIONS TAKEN Cl REVISE AND RESUBMIT This truss has not been designed to support lateral forces.Sheathing is required for any longitudinal ❑ MAKECORREC110N5 NOTED 0 SUBMRSPEGFlED ITEM (drag)forces.All horizontal and vertical diaphragms cxECN xc IS ONLY FOR GENERALCONFORMANCE WmH m E DESIGN CO MEPT and connections shall be designed bythe Engineer f OF THE PROTECT AND GENERAL COMPLIANCE W THE INF RMRRON IN THE- 9 gCONTRACT DOCUMENTS.ANY ACRON SHOWN ABOVE IS SUBJECT TO TIM RE.Of Record. {} EGON �i OF" PLAW`AND Le��CONTRACTOR IS WHICH SHALL AreDAN CORRELATED P r+ TINEROR SITE:FABRIQYIWO PROCESSES AND TECMN UES OF CONS All 25,10 q, COORDINATION OF THEIR WORN WTI THAT OF ALL THEIR OTHER TRADES::ONE AND THE FZ SATISFACTORY PERFORMANCE OF EIR WORN. I EXPIRATION DATE:12131/2025 I BY u«-.,34~.1l DATE 4. . 124 04/0I/2024 **WARNING" READ 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 458 Trusses require a eme care in fabricating handling,shipping,installing and bracing..Refer to and follow the latest edition of SCSI(Building Coneros OR 97113 ComponentSafety Information,by WI end SBCA)f safety practices prior to performing these functions. Installers shall provide to porary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord halt have a properly attached rigid ceiling.Locations shown forpermanent lateral restraint of webs shall have continuous ateral restraint(CLR),installed With diagonal bracing installed on the CLR per SCSI sections B3,B7,or B10,as applicable. Apply plates to each face.of truss and position as shown aboveand on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z'for standard plate positions.Refer to job's General ALPINE' 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 EIW<TN VAHY truss in conformance with ANSI/TPI 1, or for handling, shipping,.installation and bracing of trusses. A seal on this drawingor cover page 155 Harlem Ave listing this drawing indicates acceptance of professional enngg�ineering 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 Sec2. North Building,4th Floor • For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Glenview,IL 60025 SEQN:471678 FLAT Ply: 1 Job Number: 1223001 Cust:R7175 JRef:1XYK71750005 T123 FROM:MG Qty: 1 Dartmouth DrwNo: 092.24.1023.55683 Truss Label: IBP36 / CA 04/01/2024 m3x5 i2x4 04X5 A B 1D51- � _ 1 E I4X5 13X7 13X7 j r3 1.ilq TrAT Loading Criteria lest) 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:25.0 Ct:1.1 CAT:II PP Deflection in loc Udell U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): -0.005 B 999 360 LOc R+ /R- /Rh /Rw /U I RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.006 B 999 240 E* 146 /- /- /77 /6 /141 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.048 A - - E /-697 EXP:B Kzt:NA Des Ld: 73.00 Mean Height:58.12 ft HORZ(TL): 0.052 A - - D /-686 NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.058 E Brg Wid=19.1 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.032 Bearing E is a rigid surface. RepFac:Yes Max Web CSI: 0.543 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FTIRT2(0)14(0) Maximum Bot Chord Forces Per Ply(Ms) Chords Tens Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 E-D 445 -429 Lumber Top chord 2x4 DF-L#2 Maximum Web Forces Per Ply(Ibs) Bot chord 2x4 DF-L#2 Webs Tens.Comp. Webs Tens.Comp. Webs 2x4:DF-L Standard+DF-L Stud:W1, E-C 1231 -1225 C-D 1531 -1438 W5 2x4 DF-L#2; Bracing (a)Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels use purlins to brace all flat TC li 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets L/240. 4tri PROF, • Additional Notes 43 cot Nei dZ Truss must be installed as shown with top chord up. 4� 1T933 PE �y SUBMITTAL REVIEW W 7 This truss is designed to support vertical loads only. +X ,,,I NO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT This truss has not been designed to support lateral forces.Sheathing is required for any longitudinal 0 MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM f (drag)forces.All horizontal and vertical diaphragms CHECKING IS ONLY FOR GENERAL CONFORMANCE WIm THE DESIGN CONCERT ...OF tNE PRDRCT AND GENERAL COMPBANCE WIRI iNE INFOOMAMW pv n1E- and connections shall be designed by the Engineer IS CONTRACT DOCUMENTS.ANY ACORN SHOWN A00W.B SD0,EGT TO>»�RE. of Record. CI- OT2EGON gNREMENTS OF 111E A1ANS AND SFEgFMAT400S.CONTRACTOR IS RES• Q. SIBLE Fdf.OIMENLUNS WNICH SHALL BE FARMGIED AND CORNELATEO AT ,k.r -syTy {4 THE 10e STTE;FANO AUOS RNOCESSES AND TECNMOUES OF CONST0UCION; +M1 21,NO. COORDINATION OF TNEM.RN WRM THAT OF ALL OTHER TRADES:AND THE E. • SATLSFpCTORY PEIKORMANCE OF 1NnR WORN. EXPIRATION DATE:12/31/2025 I BY 4wS 4-�( DATE 4.5.2C.24 04/01/2024 **WARNING** READ AND FOLLOW ALL NOTES on ON THIS DRAWING! Truss Components of Oregon,Inc. IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.BOT468 Trusses require a eme 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 WI and SBCA)tor safety practices nor to performing these functions. Installers shall provide temporary (503)357-2118 brad per SCSI.Unless noted otherwise,top chord shall have properl,attached structural sheathing and bottom chord hell have a properly attachedrigid ceiling.Locations shown for'oermanent lateral restraint o(webs shall have continuous Lateral restraint(CLR),installed with diagonal bracing installed on the CLR per SCSI sections B3,B7,or B10,as applicable. Apply plates to each face oftnrss and positron as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.Refer to jobs General ALPINE* otes page for additional information. Alpine,a division of ITW Building Components Group Inc.shay not be responsible for any deviation from this drawing,any failure to build the ...MAN, truss in conformance with ANSI/I-PI 1, or for handling, shipping,_installation and bracing of trusses. A seal on this drawingor cover page 155 Harlem Ave listing this drawing indicates acceptance of professional enrnqq__UTclaing responsibilitysolelyTor the design shown.The suitabilit and use of this drawing for any structure is the responsibility of the Building-Designer per ANSUTPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Glenview,IL 60025 SEQN:471679/ FLAT Ply: 1 Job Number. 1223001 Cast R 7175 JRef:1XYK71750005 T143• FROM:MG Qty: 24 Dartmouth DrwNo: 09224.0820.58482 Truss Label: IBP37 / CA 04/01/2024 1111.5X4 A =3X5 ��B I. ral 1/4 ■U�J s, III3X5 III1.5X4 i-1'10"6-"1 1'10"6 1'10"6 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefICSI Criteria ♦Maximum Reactions(Ibs),or"=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl 11# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 8 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.000 B 999 240 C* 146 /- /- /77 /5 /29 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.001 A - - Wind reactions based on MWFRS EXP:B Kzt:NA Des Ld: 73.00 HORZ(TL): 0.001 A - - C Brg Wid=22.4 Min Req=- Mean Height:50.72 ft BuildingBearing D is a rigid surface. NCBCLL:0.00 TCDL:6.0 psf Code: Creep Factor:2.0 9 Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.078 Mefnbers not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.030 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.097 Loc.from endwall:Any FT/RT:2(0y4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud: Purlins In lieu of structural panels use puffins to brace all flat TC(4)24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets L/240. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. This forrces.Sheathing iuss has not been s required for any lonned to gitudinaort lrel L � 4 G u#POE (drag)forces.All horizontal and vertical diaphragms and connections shall be designed by the Engineer V 17432 PE Dg. SUBMITTAL REVIEW of Record. 4r r �NO EXCEPTIONS TAKEN 0 NEWSEANDRESUBMIT 0 MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM {��"' El dEwnc W DN[r FOR cENrna[cDNFORwTNCE Wnx THE DESICN CONKEPT {\ 1/ afl1EFPO "CT4m DEIENu CO PPWNCE wa THE'HFgtMRnON NTHE F CONTRACT DOCOMENIS.NW ADM*SHOWN ABOVE.IS SUBJECT TO THE HE. LON P OIHREECHICATIONSCONTRACTOR RES TON SINIE EOR:DIMEMSIONS WHiCN SWILL BE FABRIGTEO NID CDRREUIEJ AT 1HEJORSnF.FABRH..WW,PROCESSESANOTECHHIOUESOFCDNSTRUC-ION; 4.4y t5, t t f' All COORDINATION OF THEIR WORK WITH THAT OF A OTHER TRADES:AND THE SATISFACTORY PERFORMANCE OFTHEIR WORK. EXPIRATION DATE:12l31t2025 BY` oZ.— DATE 4.5.2024 (4/01(2024 "WARNING'*" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. ""IMPORTAN •• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require a eme care in fabricating handling,shipping,instal ing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by WI and'SBCA)fr safety practices odor to performing these functions. Installers shall vide temporary (503)357-2118 bracingper BCSI.Unless noted Otherwise top chord rd shall have properly attached structural sheathing and bottom chords It have a properly attacd rigid ceiling.Locations shown for'permanent lateral restraint of webs shall have continuous Plateral traint(CLR),installed with diagonal bracing ins-called on the CLR per SCSI sections B3,B7,orB10,as applicable. Apply plates to each of'huss and position as shown above and on the.point Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.Refer to Job's General ALPINE' Notes page for additional information. Alpine,a division of ITW Building CComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANINKO PANY truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawl or cover page 155 Harlem Ave listing this drawing indicates acceptance of professional engineering responsibilitysolelyTor 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. North Building,4th Floor • For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orgnview,IL 60025 SEQN:471680/ FLAT Ply: 1 Job Number: 1223001 Cust:R7175 JRef:1XYK71750005 T142 FROM:MG Qty: 1 Dartmouth DrwNo: 092.24.0820.58682 Tress Label: IBP38 / CA 04/01/2024 d11.5X4 A -3X5 B T l MIIIMErilo IFAI 60 N gl III I. II ,, II13X5 III 1.5X4 '--1'8'14—j 1'8'14 ' 8 1' '14 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def1/CS!Criteria A Maximum Reactions(lbs),or'=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in lac Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pt:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U I RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.000 B 999 240 DC 146 /- /- /77 /5 /31 BCDL: 10.00 Risk Category II Snow Duration:1.15 HORZ(LL): -0.001 A - - Wind reactions based on MWFRS Des Ld: 73.00 EXP.B Kzt.NA HORZ(TL): 0.001 A - - D Brg W id=20.9 Min Req=- NCBCLL:0.00 Mean Height:50.72 ft Building Code: Creep Factor 2.0 Bearing D is a rigid surface. TCDL:4.2 psf Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.066 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.025 Spacing:24.0'• C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.097 Loc.from endwall:Any FT/RT:2(0y4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 Lumber Top chord 2x4 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 flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets L/240. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. 4 P R Ofi This truss has not been designed to support lateral SCR cµel NEfk F`Ps forces.Sheathing is required for any longitudinal 43 (drag)forces.All horizontal and vertical diaphragms 1s 17932 PE �y and connections shall be designed by the Engineer ur T SUBMITTAL REVIEW of Record. crtN0 EXCEPTIONS TAKEN ❑ REVISE AND RESUBMIT f if 0 MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED REM CNECNIND IS ONLY FM SERER.CONFORMANCE W.THE MM.COMM OF TEE PROTECT AND DENERAL COMPLIANCE WITH THE INFMNIATION IN ME- �y OTiEGON P R. FCONTRAAIROM THE PUNSSHOWN DDAnnCORTS°RTE W S.E FOR:OMEMSION4 WNMO SHAM HE O TECHNIQUES AND CORRELATES AT A44 r Y31'IE�A+ THE MO SITE:FARRM..PROCESSES AND TECHNIQUES OF CONSTRUCTION: c R tr SATISFACTORY PERFORMANCE OF THEIR WORN.iLL COONDINATION OF THEIR WORN WITH THAT OF ALL DINER TRADES:AND THE 1 EXPIRATION DATE:1213112025 J BY +�:- DATE 4.5.2024 04/I)I/2024 "WARNING"` READ 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 WI end SBCA)for safely practices poor to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted o rwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rapid ceili Locations shown forpC rmanent lateral restraint of webs shall have continuous Fateral restraint(CLR),installed with diagonal bracing ins ailed on the CLR per BCSI sections B3,87,or B10,as applicable. Apply plates to each face,of truss and position as shown aboveand on the.joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. ALPINE' Alpine,a division of!TIN Buildin2Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN W cowANY truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing_of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawing indicates acceptance of professional erameenng responsibility solelyor the design shown.The suitability and use of this Building,4th Floor drawing for any structure is the responsibility of the Budding Designer per ANSI/TPI 1 Sec.2. North l l 4th • For more information see these web sites:Alpine:alpineitw.com;TPI:tpinsLorq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq SEQN:471681/ FLAT Ply: 1 Job Number. 1223001 Cust:R7175 JRef:1XYK71750005 T145 FROM:MG 0ty: 1 Dartmouth DrwNo: 092.24.0823.17833 Truss Label: IBP39 / CA 04/01/2024 1111A5X4 .3X58, T InillMirfflo I sr" bo N 1! _I_ W■-9 r, II3X5 1111.5X4 b---1'11'14---I 1'11"14 1'11'14 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefNCSI Criteria A Maximum Reactions(ibs),or'=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct 1.1 CAT:II PP Deflection in lac Udefl L/# Gravity Non-Gravity TCDL: 28.00 Speed 97 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.000 B 999 240 CR 146 /- /- /77 /5 /27 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.001 A - - Wind reactions based on MWFRS Des Ld: 73.00 EXP:B Kzt:NA HORZ(TL): 0.001 A - - C Brg Wid=23.9 Min Req=- Mean Height:50.72 ft BearingD is rigid surface. NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 a Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.089 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.034 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.097 Loc.from endwall:Any FT/RT2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud: Purlins In lieu of structural panels use pudins to brace all flat TC@24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets L/240. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. This uss has not forces.Sheathing seen requ designed for any longitudinal dinart erel 4*, 401 N 7E, irs (drag)forces.All horizontal and vertical diaphragms h i and connections shall be designed by the Engineer ; 17932 PE ®y SUBMITTAL REVIEW of Record. r 'r INO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT i 0 MAKECORRECTIONS NOTED 0 SUBMIT SPECIFIED REM ' {l� C.C..IS.LT FOR GENERAL CONFORMANCE WITH THE TE90N CONTENT y\LF/Fy OF THE PROJECT AND GENERAL COMPLIANCE WITH WE SUBJECTION IN rNE- �y (�/y CONTRACT DOCUMENTS.ANT ACTION SHOWN ABOVE.IS SUBJECT TO I.RE- V EV Y N OMAREMENTS OF THE PUNS AND BICATNRLS.CONTRACTOR IS RESDON. SIBLE FOR DIMENSIONS WHICH SHALL BE FABRICATED AND CORRELATED AT n THE JOB SITE:FABRICATION PROCESSES AND TECHMOU.OF CONSTILUCDON: 4(} 03 y COORDINATION OF WEIR WORN WITH THAT OF AllOWES TRADES:AND IHE yi 1. SATTSF.10.PERFORMANCE OF WEIR WORK S a BY .A:A-.44. .A( DATE 4.5.2024 EXPIRATION t7ATE:17J31fJ025 � 04/U 1/2024 "'WARNING" READ 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 a eme care in fabricating,handling shipping,instal ing,and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information by TPI end'SBCA)f9or safety practices pnor to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall Rave roperly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have continuous lateral restraint(CLR)installed with diagonal bracing installed on the CLR per BCSI sections B3,B7,or B10,as applicable. Apply plates to each face of buss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Zfor standard plate positions.Refer to jobs General ALPINE' otes page or additional information. Alpine,a division of ITW BuildinQ Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ApRW EDMPANY truss in conformance with ANSI/7P! 1, or for handling, shipping,.installation and brac!nq4 of trusses. A seal on this drawingor cover page 155 Harlem Ave listing this drawing indicates acceptance of professi'pnal errl1ri�ineenng responsibilitysolelytor 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. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.can;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:is safe.orq;AWC:awc.org Glenview,IL 60025 SEQN:471682/ FLAT Ply: 1 Job Number: 1223001 Cast R 7175 JRef:1XYK71750005 T147 FROM:MG Qty: 1 Dartmouth DrwNo: 092.24.0823.17623 Truss Label: IBP40 / CA 04/01/2024 1111.5X4 A ---.3X5 B I. mersi 7. 'pi ,t, CV r, . ��—.1 e, 1113X5 1111.5X4 F---1'7"2----I 17"2 17"2 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct 1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:212 Ce:1.1 VERT(LL): 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.000 B 999 240 D. 146 /- /- /77 /5 /34 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.001 A - - Wind reactions based on MWFRS Des Ld: 73.00 EXP:B Kzt:NA HORZ(TL): 0.001 A - - D Brg W id=19.1 Min Req=- Mean Height:50.72 ft NCBCLL:0.00 TCDL:4.2 psf Building Code: Creep Factor.2.0 Bearing D is a rigid surface.Soffit: embers not listed have forces less than 375# 2.00 BCDL:4.2 psf BC 2018 MaxMaz TC CSI: 0.055 Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.021 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.098 Loc.from endwall:Any FT/RT:2(0y4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 Lumber Top chord 2x4 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 flat TC@24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets L/240. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. This truss has not been designed to support lateral �tD P R 0,e forces.Sheathing is required for any longitudinal t LNo I Ngq ,ps (drag)forces.All horizontal and vertical diaphragms g j and connections shall be designed by the Engineer a 17932 PE 0SUBMITTAL REVIEW Of Record. de7 iNOEXCEPTIONSTAKEN 0 REVISEAND RESUBMIT rte 0 MAKECORRECTIONS NOTED 0 SUBMITSPECIFlED ITEM ECNIMO IS ONLY FOR GENERAL CONFORMANCE W.THE DESIGN CONCEPT CNOF THE PR..AND GENERAL COMPLIANCE WITH THE INFORMATION IN THE ( CONTRACT DOCUMENTS.ANY A..SHOWN ABOVE IS SUBJECT TO THE RE. O tEGO QUIREMENTS OF THE PLANS AND SPECIFICATIONS.CONTRACTDR IS REBDON. h 4 SIDLE FOR DIMEN6MTN5 WHICH SHALL RE BE FABRICATED AND CORRELATE,AT TREAD SITE FABRICATE.PROCESSES AND TECHNIQUES OF CONSTRUCTION; 44y ZS,lgys fy COORDINATION OF THEIR WORD WITII THAT OF ALL OTHER TRADES:AND THE c k j SATISFACTORY PERFORMANCE OF..WORN 4 L OF BY 1 UA-. SIEJ( DATE4.5 2g24 EXPIRATION DATE:12/31I2025 (14/01/2024 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Boo 468 Trusses require extreme care in fabricating handling,shipping,instal ing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,b TPI and SBCA)fo safety practices nor to perfomling these functions. Installers shall provide temprxary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property attached ngid ceilinga..Locations shown forj1ermanent lateral restraint of webs shall have continuous lateralrestraint(CLR),installed with diagonal bracing insTalled on the CLR per SCSI sections B3,B7,or B10,as applicable. Apply plates to each face pf truss and position as shown aboveand on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.Refer to job's General ALPINE' Notes page or 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 drawl or cover page 155 Harlem Ave listing this drawing,indicates acceptance of professional erx�ilneenng responsibilitysolelytor 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. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.corn;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Glenview,IL 60025 SEQN:471683 FLAT Ply: 1 Job Number: 1223001 Cust:R 7175 JRef:1XYK71750005 T155 FROM:MG Qty: 5 Dartmouth DrwNo: 092.24.1023.59690 Truss Label: IBP41 / CA 04/01/2024 N2x4 R4x5T*3X5 A B -r 1; ,s5 eT1 IE3 1 110I� t'iQ' Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct 1.1 CAT:II PP Deflection in lac Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): -0.005 B 999 360 Lot R+ /R- /Rh l Rw /U I RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.006 B 999 240 D* 146 /- /- f77 /6 /126 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.043 A - - E /-653 EXP:B Kzt:NA Des Ld: 73.00 Mean Height 58.56 it HORZ(TL): 0.046 A - - D /-642 NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.082 D Brg Wid=22.4 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.037 Bearing E is a rig surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.564 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT2(0)I4(0) Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 E-D 463 -447 Lumber Top chord 2x4 DF-L#2 Maximum Web Forces Per Ply(Ibs) Bot chord 2x4 DF-L#2Webs Tens.Comp. Webs Tens.Comp. Webs 2x4:DF-L Standard+DF-L Stud:W 1, E-C 1159-1155 C-D 1433 -1324 W5 2x4 DF-L#2; Bracing (a)Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels use puriins to brace all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets U240. Additional Notes 4,4+ v 0 NR A ,'& g Truss must be installed as shown with top chord up. 17932 PE Oy SUBMITTAL REVIEW This truss is designed to support vertical loads only. a 9 IND EXCEPrtoNSTAKEN ❑ RENSEAND RESUBMIT This truss has not been designed to support lateral 0 MAKE CORRECTN)NS NOIED 0 SUBMRSPECIflED ITEM forces.Sheathing is required for any longitudinal (drag)forces.All horizontal and vertical diaphragmsCHECKING s ONLY FOR GENERALCONFORMANCE w H THE DESIGN co MEM and connections shall be designed bythe Engineer aF NF PRogcTaxD OENERN coA P LANCE W TN NE IxFN MA ox N HE- 9CDmRAC OOP TOE PLAA r ACTNN SHOWN AemC.TT O CCOD IS THR RE- of Record. �� El WNNDAENTs OF THE PLANS:C. S,:::::OHS.CDmRACTOR T RESaOn-, A/� SIRE FOR OIAKNSNw4 WHON SHALL RE FABRICATED AND CORRELATE)AT Fc. r, THE ION SITE;FABRICATOR PROCESSES AND TECHNIQUES OF CONSTRUCRAIE {{�;S yytS 'r(, COORDINATION OF THEIR WORN WOO COAT OF MI OTHER TRADES;AND THE SAMFACTORT PERFORAIMICE OFTHER WORN.. F 0,4 ` BY<361 A;. DATE4.5.2 24 1 EXPIRATION DATE:1213112025 04/01/2024 **WARNING** READ 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 warreme 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 forpermanent lateral restraint of webs shall have continuous Lateral Ieat,aint/CLR),installed with diagonal bracing installed on the CLR per BCSI sections B3,B7,or B10,as applicable.,Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.Refer to jobs General ALPINE' Notes page tor 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 *yRW EQNW H truss in conformance with ANSIITPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawingor cover page listing this drawing,indicates acceptance of professional engIrteenng responsibility solely-forthe design shown.The suitabilit and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor • For more information see these web sites:Alpine:alpineitw.con;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Glenview,IL 60025 SE]N:471684 FLAT Ply: 1 Job Number: 1223001 Gust:R 7175 JRef:1XYK71750005 T151 FROM:MG Qty: 5 Dartmouth DreNo: 09224.1024.04533 Truss Label: 1BP42 / CA 04/01/2024 12x4.3X5 *4x5 A B 5 a) c a b _L _ 1 E /04 D 13x7 R3x7 '-iT-12 4 6t TAT Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefIICSl Criteria A Maximum Reactions(lbs),or*=PLF Gravity 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L//f Non-Gravity TCOL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): -0.006 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.007 B 999 240 D* 146 /- 1- /77 /6 /137 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.051 A - - E 1-716 EXP:B Kzt:NA HOt2Z(TL): 0.054 A D /-704 Des Ld: 73.00 Mean Height 58.63 ft Wind reactions based on MWFRS NCBCLL:0.00 Building Code: Creep Factor:2.0 TCDL:6.0 psf D Brg W id=20.6 Min Req=- Soffit: 2.00 IBC 2018 Max TC CST: 0.068 BCDL:4.2 psf TPI Std: 2014 Max BC CSI: 0.035 Bearing E is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist h/2 to h Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.614 Maximum Bot Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT2(0)/4(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 E-D 465 -449 Lumber Maximum Web Forces Per Ply(lbs) Top chord 2x4 DF-L#2 Webs Tens.Comp. Webs Tens.Comp. Bot chord 2x4 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud:W1, E-C 1259-1255 C-D 1563 -1462 W 5 2x4 DF-L#2; Bracing (a)Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets 1J240. ttrt) PROFB t 001 Alto? s,,, Additional Notes 43 f Truss must be installed as shown with top chord up. co 1 7932 PE i°$ SUBMITTAL REVIEW This truss is designed to support vertical loads only. I NO EXCEPTIONS TAKEN 0 REVISE AND RESUBMIT This truss has not been designed to support lateral 0 MAKECORRECTIONS NOTED 0 SUBMITSPECIFlED ITEM forces.Sheathing is required for any longitudinal (drag)forces.All horizontal and vertical diaphragms f `wows M Of.FOR CONFORMANCEGENE"" W.THE OEM.CONCEPT and connections shall be designed by the Engineer CONTRACT DOCUMENTS.ANT ACTION SHOWN AGGVE IS SUBJECT TO THE RE- of Record. C tEGON THNREMENTS OF THE PLANSC.TH AND SPECR, RS.CONTRACTOR IS RE ON- vRTE FOR:DIMENSIONS WM.S.1 BE FABRICATED AND CORRELATED AT S OF "tlY ty,1*1V' 4+ .E JOB SITE:...TON PROCESSES COORDINATOR OF THEIR WORN WITH THµAT Of ALE onlEE TRADES: E A 1. SATISFACTORY SATISFACTORY PERFORMANCE OF THOR RAMA EXPIRATION DATE:1213W025 I BY '"" DATE 4.5.2C.24 04/01/2024 /2024 *`WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss components of Oregon.Inc. IMPORTANT** FURNISH.THIS DRAWING TO ALL CONTRACT RS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fa cati ,handling,shipping,instal ing and bracing..Refer to and follow the latest edition of BCSI(Building Cameros OR 97113 Component Safety Information,by TPI and SBCA)fo safety practices nor 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 property attached rigid ceiling.Locations shown for'permanent lateral restraint of webs shall have continuous lateral restraint(rCLeett) installed wNh diagonal bracing installed on the CLR per BCSI sections B3,B7,or B10,as applicable. Apply plates to eachace.oftruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-:for standard plate positions.Refer to job's General ALPINE* 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 AVOW COA.NT truss in conformance with ANSUTPI 1, or for handling, shipping,,instal ion and bracing of trusses.. A seal on this drawing or cover page 155 Harlem Ave listing this drawing indicates acceptance of professional erra�Ineenng responsibility solelytor the design shown.The suitability and use o this drawing for any structure is the responsibility of the.uildinguesigner per ANSI/TPI 1 Sec.2. North Building,4th Floor • For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:is safe.orq;AWC:awc.org Glenview,IL 60025 SEQN:471685 FLAT Ply: 1 Job Number: 1223001 Cost:R 7175 JRef:1XYK71750005 T157 FROM:MG Qty: 1 Dartmouth DrwNo: 092.24.1024.08483 Truss Label: IBP43 / CA 04/01/2024 Ii2X4 /4X5e3X5 A B WS S) III 1. :II II3X7 vs,O ,F"L-I 1 ,r11r4 47 Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pt in PSF) DefUCSI Criteria A Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl LB Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): -0.005 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.006 B 999 240 DR 146 /- 1- /77 /6 /122 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.041 A - - E /-640 Des Ld: 73.00 EXP.B Kzt.NA HORZ(TL): 0.044 A - - D /-629 Mean Height 58.63 ft NCBCLL:0.00 TCDL:6.0 psi Building Code: Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 IBC 2018 Max TC CSI: 0.089 D Brg Wid=23.1 Min Req=- BCDL:42 psf Bearing E is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.038 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.563 Maximum Bot Chord Forces Per Ply(ibs) Loc.from endwall:My FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Chords Tens Comp. Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 E-D 465 -449 Lumber Top chord 2x4 DF-L#2 Maximum Web Forces Per Ply(Ibs) Bot chord 2x4 DF L#2 Webs Tens.Comp. Webs Tens.Comp. Webs 2x4:DF-L Standard+DF-L Stud:W 1, E-C 1139-1134 C-D 1405 -1293 W5 2x4 DF-L#2; Bracing (a)Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels use puffins to brace all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure_Deflection meets L/240. Additional Notes 4,..4,4 GNRofi'BR Truss must be installed as shown with top chord up. v 17932 PE d SUBMITTAL REVIEW It This truss is designed to support vertical loads only. co 9 I NO EKCEPfIONS TAKEN 0 REVISE AND RESUBMIT This truss has not been designed to support lateral 0 MAKECORRECTIONS NOTED ❑ SUBMIT SPECIFIED ITEM forces.Sheathing is required for any longitudinal t` (drag)forces.All horizontal and vertical diaphragms C�HEAC1HEr,..,.EC�TEMW E u w T«F w o f and connections shall be designed by the Engineer :2\\\. CONTRAC DODUMEAs.AN.ADnoN s Mwn ARwE.m sue EDT ro A T RE- of Record. W WENTENIS DF THE Funs AND SPECIFMATIQNS.CONTRACTOR Hs RES�ON- O�tE{a0 N SWAC FOR DIMFH.SIANs WMCH SHALL NE FABRNAATED ADO DONRELATU AT THE Ale SITE:FANRICATICA PROCESSES AND TECHNIQUES OF CONSTRUCflON: f4ey S yy (�� COORDINATION OF THEIR WORN AWN THAT OF ALL OTHER TRADES:AND THE SATLFACTIXIT PERFORMANCE OF THEIR WORN. I EXPIRATION DATE:12/31/2025 I BY �4�Awl� SATE 4.5.2C24 04/01/2024 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components ofOregon,Inc. **IIIPO TANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses requiree me care in fabricating,handlin, shipping,instating and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component"Safety nformation,by TPI and SBCA)TOr safely practicesrpppptyrior to performing these functions. Installers shall provide temporary (5o3p57-2118 bracing,Per BCSI"Unless noted otherwise,top chord shall have prope f attadted structural sheathing and bottom chord shall have a propefly attached rigid ceiling.Locations shown for_permanent lateral restraint of webs shell have continuous lateral restraint(CLR),installed with /046 diagonal bracing installed on the CLR per SCSI sections B3,B7,or B10,as applicable. Apply plates to each face of buss and position as shown aboveand on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z'for standard plate positions.Refer to job's General ALPINE' 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 ANDW�WPANV truss in conformance with ANS PI 1, or for handling, shipping,.installation and bracing of trusses. A seal on this drawingor cover page listing this drawing indicates acceptance of professional engineering responsibility solelyTor the design shown.The suitabilit and use of this 155 Harlem Ave drawing for any atucture is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor • For more information see these web sites:Alpine:alpineilw.corn;TPI:tpinstorg;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Glenview,IL 60025 SEQN:471686 FLAT Ply: 1 Job Number: 1223001 Cust:R7175 JRef:1XYK71750005 T156 FROM:MG Qty: 1 Dartmouth DrwNo: 092.24.1024.11587 Truss Label: IBP44 / CA 04/01/2024 62X4Rc3X5 14X5 A B 1w5 a is yi b a ) 'i' l E /4 D 13X7.13X7 1^B'1� I i'9'ib i'9"i w--21T 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:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl 1./# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): -0.005 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.007 B 999 240 D* 146 /- I- /77 /6 /131 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.047 A - - E /-683 EXP:B Kzt:NA HORZ L: 0.050 A D /-672 Des Ld: 73.00 Mean Height:58.63 ft � ) Wind reactions based on MWFRS NCBCLL:0.00 Building Code: Creep Factor:2.0 TCDL 6.0 psf IBC 2018 Max TC CSI: 0.077 D Brg Wid=21.6 Min Req=- Soffit: 2.00 BCDL:42 psfBearing E is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.036 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.592 Members not listed have forces less than 375# p 9 Maximum Bot Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 E-D 465 -449 Lumber Maximum Web Forces Per Ply(Ibs) Top chord 2x4 DF-L#2 Webs Tens.Comp. Webs Tens.Comp. Bot chord 2x4 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud:W1, E-C 1208-1203 C-D 1495 -1390 W5 2x4 DF-L#2; Bracing (a)Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels use purlins to brace all flat TC@24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure_Deflection meets L/240. QUO Additional Notes 4„.ir, 00I N E Ssf Truss must be installed as shown with top chord up. C., 17932 PE OIP SUBMITTAL REVIEW tie 7 This truss is designed to support vertical loads only. cr INO EXCERIONSTAKEN 0 REVISE AND RESUBMIT This truss has not been designed to support lateral li forces.Sheathing is required for any longitudinal 0 MAKECORRECTIONS NOTED ❑ SUBMIT SPECIFIED ITEM (drag)forces.All horizontal and vertical diaphragms CHE.INGIS..FOR GENERK`DDFGRMRRDEVV TIMD`.CON`EPT OF THE PROJECT AMU GENERAL COMPLIANCE WITH THE INFORM ME- and IN E- and connections shall be designed by the Engineer CONTRACT DOWNIEMn.050 AC115$SHOWN ABOVE LS SIMECT TO TM RE. of Record. OREGON QUHIEMERIS DE THE PLANS AND SPECIFICATIONS.CONTRACTOR IS RESAOH- MIME FDIC DIMENSIONS WHICH SIMLL BE FABRICATED AND CORRELATE)AT em�ss¢¢ THE X19 SITE:FARREN110N PROCESSES AND TECH...OF E.STROCROM S. 41r j WO 4, CAA CDORDINATI0H OF THEIR WORN WITH THAT OF All OTHER TRADES:AND THE c A NC%. SATISFACTORY PERFORM/WE OF THEIR WORN. 4 �t� EXPIRATION DATE:12l01/2025 I BY p T k'`"`- ""1 DATE 4.5.2024 04/01/2024 **WARNING** READ 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 466 Trusses require extreme care in fabricating,handling,shipping,installiing,and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component S fety Information,by WI and SBCA)for safety practices poor to performing these functions. Installers shall provide terhporary (503)357-2118 bracingper BCSI.Unless noted Otherwise,top chord shall have properlyattached structural sheathing and bottom chord shall have a property attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have continuous raters!rWraint(CLR),installed with diagonal bracing installed on the CLR per BCSI sections B3,B7,or B10,as applicable. Apply plates to each ,of truss and position as shown aboveand on the,joint Details, unless noted otherwise. Refer to drawings 160A-ZTfOr standard plate positions.Refer to jobs General Notes page for additional information. ALPINE' Alpine,a division of ITW Buildinq Components Group Inc.shall not be responsible for any deviation from this drawing,any,failure to build the ...APART truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawing indicates acceptance of professional erloeneenng responsibility solely-for the design shown.The suitability and use of this drawing Building,4th Floor 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:sbcacamponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:471687 FLAT Ply: 1 Job Number: 1223001 Cust:R 7175 JRef:1XYK71750005 7146• FROM:MG Qty: 1 Dartmouth DrwNo: 092.24.1024.17940 Truss Label: IBP45 / CA 04/01/2024 .3X5 r12X4 tf4X5 A 9 iTL m ;1' TID 1 E 113X7 113X7 iT 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:25.0 Ct:1.1 CAT:If PP Deflection in Hoc Udefl U# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pf:21.2 Ce:1.1 VERT(LL): -0.005 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.006 B 999 240 ET 146 /- /- /77 /6 /138 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.046 A - - E /-676 Des Ld: 73.00 FJCP.B Kzt:NA HORZ(TL): 0.049 A - - D 1-666 MeanHeight60 s 57.98 ft BuildingCode: CreepFactor.2.0 Wind reactions based on MWFRS NCBCLL:0.00 TCDL:6.0 psf E B Wid=19.1 Min Req Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CST: 0.058 = Bearing E is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.032 Spacing:24.0" C&C Dist a:3.00 ft Rep Fat:Yes Max Web CSI: 0.513 Members not listed have forces less than 375# P 9 Maximum Bot Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:2(0y4(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.23.01.02.0731.17 E-D 439 -424 Lumber Top chord 2x4 DF-L#2 Maximum Web Forces Per Ply(Ibs) Bot chord 2x4 DF-L#2 Webs Tens.Comp. Webs Tens. Comp. Webs 2x4:DF-L Standard+DF-L Stud:W 1, E-C 1197-1192 C-D 1489 -1396 W5 2x4 DF-L#2; Bracing (a)Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets L/240. a+i~o P R OFF„,,,,..' FF �� co I NEITR Os, Additional Notes g3 r Truss must be installed as shown with top chord up. 17931 PE O- SUBMITTAL REVIEW This truss is designed to support vertical loads only_ (I" ill NO EXCEPTIONS TAKEN ❑ REVISE AND RESUBMIT This truss has not been designed to support lateral rEl MAKE CORRECTIONS N07ED ❑ SUBMIT SPECIFIED ITEM forces.Sheathing is required for any longitudinal (drag)forces.All horizontal and vertical diaphragms CHECKING M ONLY FOR GENERAL CONFORMANCE WITH THE CHRISM CONCEPT and connections shall be designed bythe Engineer OF THE PROTECT AND GENERAL COMPLIANCE WITH THE INFORMATION IN THE- 9 9 M/y H ( ►e CONTRACT DOCUMENTS.ANY ACTON OWN ABOVE.Is SURTECI TO TO RE. of Record. OREGO1- QUIREMENTS OF THE PLANS AND SPECIFICATIONS.CONTRACTOR IS RESION- .� f' SABLE FOR:DIMENSIONS WHICH SHALL BE FABRICATED AND CORRELATE>AT 4.4y a 19'4'+ y THE INS SRC FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION: COORDINATOR OF THEIR WORN THAT OF ALL OTHER TRADES:AND THE A 1 1, WITH SATISFACTORY PERFORMANCE OF THEIR WOOL. I EXPIRATION DATE 12t31W2025 I BY `A"` l DATE 4.5.2 24 04/01/2024 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. IMPORTANTT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme tare in fabricating handling shipping,installing and bracing..Refer to and follow the latest edition of BCSI(Building Canerrue OR 97113 Component S fety Information,by TPI end'SBCA)toy safety practices�ppvrior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted Otherwise top chord shall have elope f attached structural sheathing and bottom chord shag have a props y attached n id ceiling.Locations shown for''oermanent lateral restraint off webs shall have continuous Mere(restraint(CLR),installed with /411164 diagonal bracing installed on the CLR per SCSI sections B3,B7,or B10,as applicable. Apgply plates to each face of truss and position as shown aboveand the.joint Details, unless noted otherwise. Refer to drawings 16A for standard plate positions.Refer to job's General ALPINE' otes 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 ST W COMPAN truss in conformance with ANSI/TPI 1, or for handling, shipping,installation and bracing of trusses. A seal on this drawingor cover page 155 Harlem Ave listing this drawing indicates acceptance of professional en meenng responsibility solelyTor the design shown.The suitabilty and use tit this North Building,for any structure is the responsibility of the Building-DDesigner per ANSI/TPI 1 Sec.2. 4th Floor • For more information see these web sites:Alpine:alpineilw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:471688/ FLAT Ply: 1 Job Number: 1223001 Cust:R 7175 JRef:1XYK71750005 7149.f FROM:MG Qty: 11 Dartmouth DrwNo: 092.24.0820.58481 Truss Label: IBP46 / CA 04/01/2024 I2X4 114X5=-3X5 A B I ,rT : l I3X7 B3X7 11.1._CL.i16 i 1'1Y0 3"B 1�0y g Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def ICSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct.1.1 CAT:II PP Deflection in Loc Udefl L/# Gravity Non-Gravity TCDL: 28.00 Speed: 97 mph Pt:212 Ce:1.1 VERT(LL): -0.004 B 999 360 Loc R+ /R- /Rh /Rw /U I RL BCLL: 10.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.005 B 999 240 D* 146 I- /- /77 /6 /118 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.034 A - - E /-580 Des Ld: 73.00 FJCP.B NA HORZ(TL): 0.036 A - - D /-570 NCBCLL:0.00 Mean Height:57.98 ft TCDL:6.0 psf Building Code: Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.082 D Brg Wid=22.4 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.035 Bearing E is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.456 Members not listed have forces less than 375# Loc.from endwall:AnyFT/RT2(0)/4(0) Maximum Bot Chord Forces Per Ply(ibs) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:23.01.02.0731.17 E-D 439 -424 Lumber Top chord 2x4 DF-L#2 Maximum Web Forces Per Ply(Ibs) Bot chord 2x4 DF-L#2 Webs Tens.Comp. Webs Tens.Comp. Webs 2x4:DF-L Standard+DF-L Stud:W 1, E-C 1043-1039 C-D 1288 -1179 W5 2x4 DF-L#2; Bracing (a)Continuous lateral restraint equally spaced on member. Purlins In lieu of structural panels use purlins to brace all flat TC@24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets U240. @D PROp Additional Notes �(P 010I Ntfk BLS Truss must be installed as shown with top chord up. U.. 17932 PE aI- SUBMITTAL REVIEW This truss is designed to support vertical loads only. ar9- iii/NO EXCEPTIONS TAKEN ❑ REVISE AND RESUBMIT er This truss has not been designed to support lateral ❑ MAKE CORRECTIONS NOtED 0 SUBMIT SPECIFIED ITEM forces.Sheathing is required for any longitudinal (drag)forces.All horizontal and vertical diaphragms CHECKNM IS OW FOR GENERAL CONFORMANCE W.THE DESK N COrNTvr and connections shall be designed bythe Engineer OF ,°ND CT ANp GENERAL COMP.!.wow THE 1Ni01/PAT'ON IN THE 9 DOCUMENTS ANY ACTION SHOWN ABOVE tS SUBJECT E�N5. m U of Record. QDEMENTS OF THE PLANS AHD SPECIFICATIONS.CONTRACTOR IS REBSON- 011EGO N A STILE FOR OMEHSIONS WHICH SHALL BE FABRICATED AND CORRELATES AT 0 i' THE AB STE:FABRICATI.PROCESSES AND TECHNIQL.OF CONSTRUCTOR: . r gJ WA (4, 000DINTTWN OF THEIR WORN THAT OF ALL OTHER TRADES:AND THE F ` 4 t SATISFACTORY PERPoRMPN THEIR OF THEIR WORN i I EXPIRATION DATE:1213112025 I BY�)L4a: DATE4.J.ZC24 04/01/2024 \ **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! moss components of Oregon.B.- IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses requirea me care in fabricating,handling,shipping,installin and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by WI and SBCA)f installing and practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI'Unless noted otherwise,top chord shall have rt attached structural sheathing and bottom chord shall have a propeny attached rigid ceiling.Locations shown for permanent lateral restrainteofYwebs shall have continuous Lateral restraint(CLR),installed with .404111 diagonal bracing Installed on Mg.CLR 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 tails, unless noted otherwise. Refer to drawings 160A-Z-for standard plate positions.Refer to job's General ALPINE' Notes page for aditional 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<oMPANY truss in conformance with ANSIJTPI 1, or for handling, shipping,.installation and bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawing,indicates acceptance of professional en gtneenng responsibility Iy-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. North Building,4th Fla For more information see these web sites:Alpine:alpineitw.com;TPI:tpinstorg;SBCA:sbcacomponents.com;ICC:is safe.org;AWC:awc.org Glenview,IL 60025 CUR Reinforcing ve 'noer Sbs Lit , -lion T-Reinforcer'lent This detail Is to be used when a Continuous Lateral Restraint (CLR) or T-Reinf. \ is specified on a truss design but an alternative web L-Reinf orcenent: or reinforcement method is desired. L-Reinf, Apply to either side of web narrow face. Attach with 10d (0.128'x3.0',min) nails Notes: at 6' o,c, Reinforcing member is a minimum 80% of web This detail is only applicable for changing the specified CLR member length. shown on single ply sealed designs to T-reinforcement or L-relnforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative, / For minimum alternative reinforcement, re-run design with appropriate GC reinforcement type. Use scabs instead of L- or T- reinforcement on webs with Intersecting ;K, truss joints, such as K-web joints, that may interfere with proper application along the narrow face of the web. T-Reinf, L-Reinf. Web Member Specified CLR Alternative Reinforecement SCQiJ Reinforcement: Size Restraint T- or L- Reinf. Scab Reinf, 2x3 or 2x4 1 row 2x4 1-2x4 v ',I:ak to a c. web ci- r� `:f 2x3 or 2x4 2 rows 2x6 2-2x4 fdo Inre Than (I:' a .k, D-,r „ce. Att a_h wi'n 1;1 ;0 1 'x3.;' -1 ) mails _ 2x6 1 row 2x4 1-2x6 al. RL roe`, 1 _'-ab r i, a ') r,i 2x6 2 rows 2x6 2-2x4tri l ; of- 'mk r of- „-rycer :c,nt-a 2x8 1 row 2x6 1-2xE 2x8 2 rows 2x6 2-2x6('>k) 1 Sc-ao 'i e,-,P T-reinforcement, L-reinforcement, or scab reinforcement to <e� sa^E, SUBMITTAL REVIEW species and grade or better than web member unless specific:; iliffNO EXCEPTIONS TAKEN 0 REVISE ANDRESUBMO otherwiseYYnn on Engineer's sealed design. 0 MAKE CORRECTIONS NOTED 0 SUBMIT SPECIFIED ITEM EPT (1Ic/ Center scab on wide face of web. Apply (1) scab to eac.a� OF THE NROIECTO IS AND GENRALCO GENERAL COMPLIANCE WIDIMANCE HE THERMTHCON IND Y CO THE CT DOCUMENTS. MEN S.ANY A COMPSIHNWN ABO E,I INFORMATION IN RE- face of web, QUICONTRACTS OOF THE PLANYACTIONSHOWNONN.CONTRACTECTOR INT THEME RESPON- SIBLE EFER:DIMENSIONS THE NUNS CNO HAL BE FABRIC.TED CORRELATED 0 ATEDATHEJOBOR: WN/CX SHALL 6E FABRICATED AND CONSEUTEO AT THE JOBCOOSFIERDINATION OF THEI PROCESSES T ANO OF TECHNIQUES OF TRADCONSES; AND THE _-`" '- SATISF NAnON E THEIR WORK WITH THAT ALL OTXEN 1NADES;MID THE SATISFACTORY PERFORMANCE OF THEIR WORK. BY 9 44. ..41....,E DATE 4.5.2024 SWARNINGI0R READ AND FOLLOW ALL NOTES ON THIS DRAWING i,C k. PSF REF CLR Subst. w=IIPONTANTss FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in Fabricating,handling shippin ;n 1 , Follow the latest edition of BCSI(Building Component Safety In,,,,,,,, c IPI 3 � 'I Eh PRD 'L L.". PSF DATE 01/02/19 practi UWIeSSCnS prior to wise,performing these functions. Iperly as c 1 ,r a I ,5¢ t�0 `"Ass. �." I ''SF DRWG BRCLBSUB0119 Unless noted otherwise,top chord shall have properly shown nine - .l i i.-d �y shall have a properly attached ICSI ceiling. Locutions h For p ni lilt t stew 4PE \ Shall have braCing hst011ed per HCSI s¢ct10n5 B0,B7 ar H70 s appllc ble Apply plat 5 to ALPINE i truce pod posit ono shown above antl on la bit OetoRs,unless noted o4herwlc¢ i LL PSF Refer to drawings I60A-2 For standard plate positions �} I�n g Alpine,a division of ITC Building Components Group Inc shall not be responsible for any d Lon(+ r ,,{t r fI"' %�' r]T, LD. PSF this drawing,any failure to build the truss In conformance with ANSI/TPI 1,or for handling, ;.. / AN ITV COMPANY Ina-Natation Cation It bracing of trusses OREGON H'; A seal on this*neap or cover pope listing this drawing,indicates acceptance of professional 155 Harlem Ave engineering responsibility solely for the design shown. The suitability and use of this drawing ;jR. FAG. 1 North Building,4th Floor Per any structure Is the reasonability of the BuOdeg Designer per ANSI/CPI 1 Sec.2. - r '�. Glenview,IL 60025 For more information see this Job's general notes page and these web sites; I. 0NDA E17 t'IDI1� ALPINE,wwwalpineltw.conl IFS wew.tpinst.orgl SBCN wwwsbcacompanents.caml ICC.www.lcc,c.'c'.r 04/01t2tih. UnC1Nr- Gable Stud Reinforcement Detail ASCE 7-16: 200 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 100 Or' 180 mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1,00 Or' 180 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1,00 Or 160 mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure D, Kzt = 1,00 2x4 Brace (1) 1x4 'L' Brace * (1) 2x4 'L' Brace x (2) 2x4 'L' Brace #LE (1> 2x6 'L' Brace NE (2) 2x6 'L' Brace Dw Bracing Group Species and Grades: Gable Vertical No � Braces Group Species Grade A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A: Spruce-Pine-Fir Hem-Fir #1 / #2 3' 1" 5' 2' 5' 5' 6' 3' 6' 6' 7' 5' 7' 9' 9' 10' 10' 2' 11' 8' 12' 0' #1 / #2 Standard #2 Stud #3 2' 11' 4' 2' 4' 5' 5' 7' 6' 0' 7' 4' 7' 8' 8' 9' 9' 4' 11' 6' 12' 0" #3 Stud #3 Standard U Stud 2' 11' 4' 2' 4' 5' 5' 7` 5' 11' 7' 4' 7' 8' 8' 8' 9' 4' 11' 6' 12' 0' Standard 2' 9' 3' 7' 3' 10` 4' 9` 5' 1' 6' 6' 6' ll' 7' 6' 8' 0` 10' 2' 10' 11' Douglas Fir-Larch Southern Plnesww CU #1 3' 3' 5' 3' 5' 7' 6' 4' 6' 7* 7' 6' 7' 10' 9' 11' 10' 4' 11' 9' 12' 0' #3 #3 —I S P #2 3' 1' 4' 9' 5' 1' 6' 3` 6' 6' 7' 5' 7' 9' 9' 10' 10' 2' 11' 8' 12' 0' Stud anStdd Standard Standard #3 3' 0' 3' 9' 4' 0' 5' 0' 5' 4' 6' 9' 7' 3' 7' 10' 8' 5" 10' 8' 11' 5' —' (U D L Stud 3' 0' 3' 9' 4' 0' 5' 0' 5' 4' 6' 9' 7' 3" 7' 10° 8' 5' 10' 8' 11' 5' CS Standard 2' 7' 3' 4' 3' 6' 4' 5' 4' 9' 6' 0' 6' S° 7' 0' 7' S° 9' 5' 10' 2" Group B: U *1 / #2 3' 7' 6' 1' 6' 3' 7' 2' 7' 5' 8' 6° 8' 10' 11' 3' 11' 8' 12' 0' 12' 0' Hem-Fir S_ #3 3' 5' 5' 1' 6' 3' 6' 10' 7' 4' 8' 5' 8' 9' 10' 9' 11' 6' 12' 0' 12' 0' #1 4 Btr U I Stud 3' 5' 5' 1' 5' 5' 6' 10' 7' 3' 8' 5' 8' 9' 10' 8' 11' 5' 12' 0" 12' 0' QJ O Standard 3' 4' 4' 5' 5' 9' 5' 10' 6' 3' 7' 11' 8' 6" 9' 2' 9' 10' 12' 0` 12' 0' , Douglas Fir-Larch Southern Pine*** \ #1 3' 9' 6' 2' 6' 4' 7' 3' 7' 6" 8' 7' 8' 11' 11' 4' 11' 9' 12' 0' 12' 0' #1 #1 / S P #2 3' 7' 5' 10' 6' 2' 7' 2' 7' 5" 8' 6" 8' 10' 11' 3' 11' 8' 12' 0' 12' 0° #2 #2 a) x— D F L #3 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 10' 9' 8' 10' 4' 12' 0' 12' 0' lx4 Braces shall be SRH (Stress-Rated Board), Stud 3' 6' 4' 7' 4' 11' 6' 2' 6' 7° 8' 4' 8' 10` 9' B' 10' 4' 12' 0' 12' 0' ***For 1x4 So, Pine use only Industrial 55 or Standard 3' 1' 4' 1' 4' 4° 5' 5' 5' 10' 7' 4' 7' 11' 8' 6' 9' 2' 11' 7' 12' 0' Industrial 45 Stress-Rated Boards. Group B _2 f� #1 / #2 3' 11' 6' 8' 6' 11' 7' 10' 8' 2' 8' 6' 9' 9' 12' 0' 12' 0' 12' 0' 12' 0° values may be used with these grades. d S f- f r #3 3' 9' , 5' 11' 6' 4' 7' 9' 8' 1' 9' 3' 9' 8' 12' 0' 12' 0' i 12' 0' 12' 0' Gable Truss Detail Notes: u U H ' Stud 3' 9' 5' 11' 6' 3' 7' 9' 8' 1' 9' 3' 9' 8' 12' 0' 12' 0' 12' 0' 12' 0' Vied Load deflection criterion is L/240. Q1(- Standard 3' 9' 5' 1' 5' 5' 6' 9' 7' 3" 9' 2' 9' 8' 10' 7' 11' 4' 12' 0' 12' 0' Provide uplift connections For 225 plf over X Sn #1 4' 1' 6' 9' 7' 0' 8' 0" 8' 3` 9' 6' 9' 10' 12' 0' 12' 0' 12' 0' 12' 0' continuous bearing (5 psf TC Dead Load), f #2 3' 11' 6' 8' 6' 11' 7' 10' 8' 2" 9' 4' 9' 9' 12' 0' 12' 0° 12' 0' 12' 0' Gable end supports load from 4' 0' outlookers #3 3' 10' 5' 4' 5' 8' 7' 1' 7' 7' i 9' 4' 9' 8' 11' 1' 11' 11' 12' 0' 12' 0' with 2' 0' overhang, or 12' plywood overhang. D F L Stud 3' 10' 5' 4' 5' 8' 7' 1' 7' 7' 9' 4' i 9' 8' 11' 1° 11' 11' 12' 0' 12' 0' Standard 3' 7' 4' 8' 5' 0' 6' 3' 6' 8' 8' 6" 9' 1' 9' 10' 10' 6" 12' 0' 12' 0' Sync Attach 'L' braces with lad (0.128'0.0' min) nails. 11 'I About i #( For (1) 'L' brace: space Halls at 2' o.c. I� Gable Truss end zones and 4' o.c. between zones. . °rf **For 1 (2) 'L' braces space nails between 3' ones Diagonal brace option' s in IB` end zones and 6' ones between zones. vertical length may be R • I doubled when diagonal _ �, 'L' bracing must be a minimum of 807. of web brace Is used. Connect V member length. diagonal brace for 9750 �•� at each end. Max web °L` Brace End' �,b Gable Vertical Plate Sizes total length is 12'. Zones, typ, Vertical Length No Splice 2x6 DF-L #2 or • Less than 4' 0' 3X4 better diagonal Greater than 4' 0',but 4X4 Vertical length shown bracel single III, less than 6' 0' In table above, 45 or double cut •11 (l I � Cas shown) at I, "- + Refer to common truss ates Cor upper end. -iL --- t -+ - peak, splice, and heel plates. Refer to the Building Designer For conditions Connect diagonal ater. not addressed by this detail. midpoint of vertical web. Refer to chart ,,, cv Cc ,< e cc „ to nd/, esVARNINGNss READ AND FOLLOW ALL NOTES ON THIS DRAWING' REF ASCE7-16-GAB20030 SSDIPORTANTIss FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating,handling,shipping,installing and bracing. Refnn tn„„d FROG.' practices priorfollow the st toedition of performhgCSI the eNflunct nsonInstallers Safety temporaryy bracing F gitRf •.^'i_%,o_Fss. DATE O1/26/2018 Unless rotes otherwise,top chord shall have properly attached structural cheathhg and N 9asPE ', DRWG A20030ENC160118 shall have a properly attached rigid ceiling Locations shown For permanent lateral restral l _ peras aPWicable. A l _ i ^. , ofsstandard i SUBMITTAL REVIEW Shall have bracinginsulted BCSI sections D3,H7 or D10, Apply pates to a ALPINE of truss and position a haven above and on the Joint Oatabs,unless noted otherwise. Refer to drawings lA0A-Z For Yandard plate positions. Jjj. �oseare005 roeP1 0 MEw6Eeo RFSUMe Alpine,a division ITV Building Components Group Inc shall not be responsible for any d L ,, / •- ,'r 0 MnXftaMERwN9 NU1ED ❑00800sarclrlm E3 this drawing,any inguof to buildsses the truss In conformance with ANSVTPt I,or for handling, `. ONEGON "AX, TOT, LD. 60 P`, v AN ITW COMPANY Installation a bracing of trusses. <"' 4/� A seal on this drawing or cover page listing ties e. e,indicates and use of pr drawing I tt , 155 Harlem Ave engineering responsibility solely for the design shown. The suitability and use of this drawing +` a ,�, North Building,4th Floor for any structure Is the responsibility of the Building Designer per ANSI/TPI I Seca F TA-B50NDAif IL'31�20H ur. .Po �cm 1,Fi: `"•"� µ°"` Glenview,IL 60025 For more information a this Jabs general notes page and these web sites 04/01/�024X. SPACING 24.L ' x h ALPINE,wwwAlpinatecoml Till ewwwtpinst.org,SSCN wewsbcacomponents�coml ICC wweic a BY Sd1Lw;,. .A{ UA1L�• 424 Goole letQ'I SUBMITTAL REVIEW �NOEXCEPNONSTAKEN ❑ REVISEAND RESUBMIT For Let-in Verticals Gable Truss Plate Sizes j ❑ MAKECORRECTIONSNOTED ❑ SUBMIT SPECIFIED ITEM Eii Sym. Refer to appropriate At ine able detail for CNECNING IS ONLY FOR GENERAL CONFORMANCE WITH THE DEMON CONCEPT About © P g OF 111E PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION IN THE. minimum plate sizes for vertical studs, ii CONTRACT DOCUMENTS.ANY ACTION SHOWN ABOVE.IS SUBJECT TO THE RP QUIREMENTS OF THE PLANS AND SPECIFICATIONS.CONTRACTOR IS RESPON. $IBLE FOR:DIMENSIONS WHICH SHALL BE FABRICATED AND CORRELATED AT 11\1111 .4, ()Refer to Engineered truss design for peak, TILE JOB SITE;FABRICATION PROCESSES AMOreCHNigUER OF CDNSTRUCRDN: COORDINATION OF THEIR WORN WITH THAT OF ALL OTHER SPADES;AND THE leliK splice, web, and heel plates. ,i SATISFACT OORY PERFORMANCE Of THEIR WORN. O ®If gable vertical plates overlap, use a I���i BY 'u"""�'b.ti DATE4.5.202►'' single plate that covers the total area of 1' \ the overlapped plates to span the web. Gable ve tical © 2X4 .,,III© Length Example, 11611114111111ill . 2X8 H 2X4 :e:,�f r ,rer �'4ac art L(:ta• O Toe-Halt - Or - X ' End-nail © © To convert from 'L' to 'T' reinforcing members, Provide connections for uplift specified on the engineered truss design. multiply 'T' increase by length (based on appropriate Alpine gable detalU. Attach each 'T' reinforcing member with End Driven Nails, Maximum allowable 'T' reinforced gable vertical 10d Common (0.148'x 3.',min) Nalls at 4' o.c. plus length is 14' from top to bottom chord. (4) nails In the top and bottom chords. 'T' reinforcing member material must match size, RI•Id Sheathin. Toenalled Halls, specie, and grade of the 'L' reinforcing member. 10d Common (0.148'x3',m1n) Toenails at 4' o.c. plus i 4 Nall 1 1 (4) toenails in the top and bottom chords. Web Length Increase w/ "T" Brace 'T' Relnf, 'T' •T• This detail to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase Reinforcing wind load. Member 2x4 30 ASCE 7-05 Gable Detail Drawings Example, 2x6 20 7, A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wlnd Speed = 120 mph Gable Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Truss Spaced At ASCE 7-10 a ASCE 7-16 Gable Detail Drawings Gable Vertical = 24`o.c. SP 63 4' o.c. A11515ENC100118, A12015ENC100118, A14015ENC100118, A16015ENC100118, 'T' Reinforcing Member Size = 2x4 A18015ENC100118, A20015ENC100118, A20015END100118, A20015PED100118, 'T' Brace Increase (From Above) = 30% = 1.30 w i A11530ENC100118, A12030ENC100118, A1403OENC100118, A16030ENC100118, (1) 2x4 'L' Brace Length = 8' 7' A18030ENC100118, A20030ENC100118, A20030ENDIO01I8, A20030PED100118, Maximum 'T' Reinforced Gable Vertical Length S11515ENC100118, S12015ENC100118, 514015ENC100118, 516015ENC100118, 1.30 x 8' 7' = 11' 2' 518015ENC100118, 520015ENC100118, 520015EN0100118, 520015PED100118, 511530ENC100118, S12030ENC100118, SLlfTTE- rl^01 1,r1COr1 �lT 4 Nail 1 l 518030ENC100118, 520030ENC100118, S2 1 l i':J1 + L03iI_ll_C.,18 E- Ceiling See appropriate Alpine gable detail for io unr F J t ed _ ',COL Icn(7.tV, ..I*IPTANT.I.FUg�DRAWING D mLALLW COONTNRALIlOeS INCLUDING INSTALLERS.TES ON THIS DRAWING! REF LET-IN VERT Trusses require extreme care in fabricating,handling,shipping,Installing and bracing Ref,- DATE 01/02/2018 follow the latest edition of BCSI<Buiding Component Safety Information,by TPI end SBCA)F practices prior to performing these functions Installers shall provide temporary bracing f" :QED PRaFF Unless noted otherwise,top chord shall have properly attached permanent sheathing and q 9 '- 9,N``. shall have a properly attached rigid ce0.Mg. Locations Chose for permanent lateral t ).1, 17532pE .',,, DRWG GBLLETIN0118 Shall have bracing installed per SCSI Sections 63,87 or B1O,as applicable Apply plates t , ALPINE Refer f truss and posklon Os shown above and on the bN t Detain,unless noted othe wise Re Fer to drawings 160A-Z for standard plate positions r' Alpine,a division of ITN/Saucing Components Group Inc shall not be responsible For any dr i ' It, ,' j tr �-) this growing,any failure to build the truss In conformance with ANSI/TPI 1,or for handling, ' _ it r t ANITWCOMPANY Installation S.braCIng of trusses. ':AX. TOT. LD. 60 PSF 155 Harlem Ave A seal on this drawing or cover pagelisting this droving,Indicates acceptance of GHEGUN professional ? engineering s ucture responsibility solely For the design shorn The suitability and of aS.drawing '-4 -w. NonnDuaabg.athFloor for any structure IN the respon.blllsy of the Building Designee-per ANsvrPl I sec2 /'. �� J''JR. FAO. ANYn Glenview,IL 60025 For moreInformation a this Job's general notes page and these web sites, EPIRATION SATE-12,31123I1 X. SPACING 24.0" ALPINE,www.alpine)tw,coe,TPI see SUCH,www.sbcaconponents.com)ICC wwwACc-. , , 04/01/2]74� J I