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1i?ZOial 00D ! 11 MO Sw b "" 1 r Lin ( SUBMITTAL COVER SHEET Carleton Hart Architecture, P.C. cords rPuC J i0" 02/26/2020 RECEIVED Received Date: 2/25/2020 MAR 5 2020 lTY OrjtL^® This review is for general conformance with plans and • fa�'� specifications only.Any deviations from same not clearly noted Project Name: Red Rock Cree ENVISION by the sub contactor/supplier have not been reviewed.Review r'v shall not constitute a complete check or detailed dimensions or Attention: Kayla Zander count or serve to relieve the subcontractor/supplier of contractual responsibility for any error or deviation from Architect: Carleton Hart Architecture contract requirements. DATE 2/25/2020 Submittal #: 06 17 53-1.1 PROJECT# 285 Spec Section #: 06 17 53 SPEC.SECTION I* 06 17 53 Description: Deferred Shop Fabricated Wood Trusses REVIEWED BY Lisa Lipe,Project Engineer Revised Truss Package ❑✓ Reviewed [I] Reviewed w/Comments Subcontractor: Timberland ❑ Rejected ❑ Revise&Resubmit CARLETON HART ARCHITECTURE P.C. ❑NO EXCEPTION TAKEN 0 MAKE CORRECTIONS NOTED ❑REVISE AND RESUBMIT ❑REJECTED NO EXCEPTION NOTED ❑ MAKE CORRECTIONS NOTED ❑FOR INFORMATION ONLY REJECTED ❑ REVISE AND RESUBMIT ❑ THIS REVIEW IS FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY. ANY DEVIATION FROM PLANS OR SPECIFICATIONS This review is for generalconiermance with design concept only_ NOT CLEARLY NOTED BY THE CONTRACTOR HAS NOT BEEN Any deviation not plans or specifications Reviewevs notshallnot clearly noted to REVIEWED. REVIEW SHALL NOT CONSTITUTE A COMPLETE CHECK OF contractor has notall been reviewed. or r constitute tNe a complete check of detailed dimensions or mount or serve to relieve ALL DETAILED DIMENSIONS OR COUNT OR SERVE TO RELIEVE THE the contractor of contractual responsibility for any error or deviation CONTRACTOR OF CONTRACTUAL RESPONSIBILITY FOR ANY ERROR horn contract requirements. OR DEVIATION FROM CONTRACT REQUIREMENTS. BY mo.faul DATE 2/27;2020 TM RIPPEY CONSULTING ENGINEERS CARLETON HART ARCHITECTURE,P.C. PORTLAND, OREGON 830 SW 10TH AVENUE R200 PORTLAND,OR 97205 503-243.2252 2/26/2020 DATE: FIT: KEK Transmitted: 0 Procore ❑ Hand Deliver ❑ Email ❑ Other 4RGv ( G I N f SRO Carleton Hart Architecture, P.C. 83294PE F 02/25/2020 Alpine,an ITW Company Cr Received 8801 Folsom Blvd.,Suite 107 Sacramento,CA 95826 ALPINE Phone:(800)877-3678(916)387-0116 OREGON Fax:(916)387-1110 AN ITW COMPANY (�S �tv 14.20`" � NO EXCEPTION NOTED ❑ MAKE CORRECTIONS NOTED sacseals@itwbcg.com Sell Tan 0 /21/2020 REJECTED ❑ REVISE AND RESUBMIT ❑ Renewal 6/30/2020 THIS REVIEW IS FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY. ANY DEVIATION FROM PLANS OR SPECIFICATIONS CONTRACTOR TO VERIFY NOT CLEARLY NOTED BY THE CONTRACTOR HAS NOT BEEN LOCATION OF A6 AND DGR5 REVIEWED. REVIEW SHALL NOT CONSTITUTE A COMPLETE CHECK OF SEE PLAN FOR ALL DETAILED DIMENSIONS OR COUNT OR SERVE TO RELIEVE THE MARKUPS CONTRACTOR OF CONTRACTUAL RESPONSIBIUTY FOR ANY ERROR COORDIANTE LENGTH OF C4 OR DEVIATION FROM CONTRACT REQUIREMENTS. WITH ARCHITECTURAL FLOOR TM RIPPEY PLANS CONSULTING ENGINEERS -CHA PORTLAND, OREGON nATF. 2126/202c , KEK Site Information: Pagel: Customer: Truss Components of Oregon, Inc. Job Number: 1219203 Job Description: Red Rock Creek Commons CARLETON HART ARCHITECTURE P.C. Address: 11090 SW 68th Parkway,TIGARD,OR ❑NO EXCEPTION TAKEN 0 MAKE CORRECTIONS NOTED ❑REVISE AND RESUBMIT ❑REJECTED Job Engineering Criteria: 0 FOR INFORMATION ONLY Design Code: IBC 2015 lntelliVIEW Version: 19.02.02 throu JRef#: 1WSX71750013 wmpb,e check M all eeteME em°nwrn«mum d Serve ro relive Wind Standard: ASCE 7-10 Wind Speed(mph): 120 Roof Load(pst): 25.00-16.00-0.00- 'hem^"n°'° Iron,mmrect reautrema^n. Building Type: Closed Floor Load(pst): None By mo.laul DATE 2/27I2020 CARLETON HART ARCHITECTURE.P C. 830 SW 10TH AVENUE 9200 PORTLAND,OR 97205 5012,0 This package contains general notes pages, 193 truss drawing(s)and 4 detail(s). Item Drawing Number Truss Item Drawing Number Truss 1 052.20.0956.59087 A 2 052.20.0957.02450 Al 3 052.20.0957.05503 A2 4 051.20.1242.40323 A3 5 051.20.1242.41617 A4 6 051.20.1242.40086 A5 7 051.20.1242.42177 A6 8 052.20.0957.11553 A7 9 052.20.0957.34427 ADS 10 052.20.0958.55310 ADS1 11 052.20.0959.20263 ADS2 12 052.20.0959.45070 ADS3 13 052.20.1000.12440 AFR 14 052.20.1000.43103 AFR1 15 052.20.1001.05450 AFR2 16 052.20.1001.24193 AFR3 17 052.20.1002.30030 AFR4 18 052.20.1003.09070 AFR5 19 052.20.1003.41813 AFR6 20 052.20.1117.16940 AGR 21 051.20.1242.42302 AGR1 22 052.20.1013.06707 AGR2 23 052.20.1014.04760 AGR3 24 052.20.1016.10613 AGR4 25 052.20.1018.10613 AGR5 26 052.20.1019.28250 AGR6 27 052.20.1020.50150 AGR7 28 052.20.1023.43860 AGR8 29 052.20.1024.24180 B 30 052.20.1026.44127 B1 31 052.20.1029.31120 B2 32 052.20.1034.23213 BDS 33 052.20.1036.23967 BFR 34 052.20.1036.59403 BFR1 35 052.20.1037.36657 BGR 36 052.20.1037.43050 C 37 051.20.1242.40507 Cl 38 051.20.1242.40991 C2 39 051.20.1242.41927 C3 40 051.20.1242.42114 C4 41 051.20.1242.42145 C5 42 052.20.1037.49133 CFR 43 052.20.1037.58030 DGR 44 051.20.1242.42021 DGR1 45 051.20.1242.39635 DGR2 46 051.20.1242.41618 DGR3 47 051.20.1242.40835 DGR4 48 052.20.1038.07723 DGR5 49 051.20.1242.40960 DGR6 50 051.20.1242.40072 DGR7 51 051.20.1242.40757 DGR8 52 051.20.1242.39649 DGR9 Printed 2/21/2020 11:17:18 AM •9 t4v‘G I Nit. �p9 4 83294PE Alpine,an GTW Company- Cr �� 8801 Folsom Blvd.,Suite 107 Sacramento,CA g5826 OREGON ALPINE Phone:(800)877-3678(916)387-0116 as.1Ncomanrry Fax:(916)387-1110 4 Zcr 14,2004 y sacsealsQitwbcg.com &sell Tang oz%zl;zozo Renewal 6/30/2020 Site Information: Page 2: Customer: Truss Components of Oregon, Inc. Job Number: 1219203 Job Description: Red Rock Creek Commons Address: 11090 SW 68th Parkway,TIGARD,OR Item Drawing Number Truss Item Drawing Number Truss 53 051.20.1242.41989 DGR10 54 051.20.1242.40945 DGR11 55 051.20.1242.40384 DGR12 56 052.20.1038.11933 DGR13 57 052.20.1039.14717 DGR14 58 051.20.1242.40773 DGR15 59 051.20.1242.39681 DGR16 60 052.20.1041.41137 DGR17 61 051.20.1242.40074 E 62 051.20.1242.40071 EGR 63 051.20.1242.39557 F 64 052.20.1041.47677 F1 65 052.20.1041.56043 F2 66 052.20.1042.22540 F3 67 052.20.1042.25210 F4 68 051.20.1242.41164 FDS 69 052.20.1042.32913 FDS1 70 051.20.1242.42037 FDS2 71 052.20.1042.43927 FFR 72 051.20.1242.41413 FGR 73 052.20.1044.14683 FGR1 74 052.20.1045.37157 FGR2 75 052.20.1045.46980 FGR3 76 052.20.1046.16803 FGR4 77 052.20.1046.22300 FGR5 78 051.20.1242.41178 G 79 051.20.1242.41350 G1 80 051.20.1242.40429 G2 81 052.20.1046.28007 G3 82 052.20.1046.32000 G4 83 051.20.1242.40383 G5 84 051.20.1242.42427 GDS 85 052.20.1047.43467 GFR 86 051.20.1242.41414 GGR 87 051.20.1242.42364 GGR1 88 051.20.1242.41819 GGR2 89 051.20.1242.42224 GGR3 90 052.20.1049.26413 GGR4 91 052.20.1049.27863 GGR5 92 052.20.1049.47310 GGR6 93 052.20.1049.52367 H 94 051.20.1242.39558 H 1 95 051.20.1242.41599 H2 96 052.20.1049.57753 HDS 97 052.20.1052.55497 HDS1 98 052.20.1103.08703 HFR 99 052.20.1103.24430 HFR1 100 051.20.1242.40321 HGR 101 052.20.1103.35230 HGR1 102 051.20.1242.40633 HGR2 103 052.20.1103.46853 I 104 052.20.1104.12490 11 105 052.20.1104.28573 12 106 052.20.1104.37023 IDS 107 052.20.1104.41130 IFR 108 052.20.1105.43300 IGR 109 052.20.1105.50057 IGR1 110 052.20.1105.56777 IGR2 111 052.20.1106.25503 IGR3 112 052.20.1106.37290 IGR4 113 052.20.1106.43930 J 114 052.20.1108.46650 J1 115 052.20.1108.53737 J2 116 052.20.1108.57000 J3 117 052.20.1109.00563 J4 118 052.20.1109.03417 J5 119 052.20.1111.21337 J6 120 052.20.1111.25273 J7 Printed 2/21/2020 11:17:18 AM C9*5 40 I N e .„ ' sazsaPe Alpine,an ITW Company 8801 Folsom Blvd.,Suite 107 Sacramento,CA 95826 OREGON ALPINE Phone:(800)877-3678(916)387-0116 .A4 aNirwCOMPANY Fax:(916)387-1110 ��r a 20°0 � sacseals@itwbcg.com &sell Tan oz/z I;zoao Renewal 6/30/2020 Site Information: Page 3: Customer: Truss Components of Oregon,Inc. Job Number: 1219203 Job Description: Red Rock Creek Commons Address: 11090 SW 68th Parkway,TIGARD,OR Item Drawing Number Truss Item Drawing Number Truss 121 052.20.1112.09920 J8 122 052.20.1112.24430 J9 123 052.20.1112.50577 J10 124 052.20.1113.31170 J11 125 052.20.1113.36860 J12 126 052.20.1113.39697 J13 127 052.20.1113.43063 J14 128 052.20.1113.46350 J15 129 052.20.1113.49540 J16 130 052.20.1114.23567 J17 131 052.20.1114.27947 J18 132 052.20.1114.30780 J19 133 052.20.1114.33367 J20 134 052.20.1114.35777 J21 135 052.20.1114.38590 J22 136 052.20.1114.41407 J23 137 051.20.1242.41788 J24 138 051.20.1242.41100 J25 139 051.20.1242.39634 J26 140 051.20.1242.41007 J27 141 051.20.1242.41601 J28 142 051.20.1242.41600 J29 143 051.20.1242.41896 J30 144 051.20.1242.41616 J31 145 051.20.1242.41444 J32 146 051.20.1242.40774 J33 147 051.20.1242.40368 J34 148 051.20.1242.41475 J35 149 052.20.1114.48300 J36 150 052.20.1114.50753 J37 151 052.20.1114.53333 J38 152 052.20.1114.56140 J39 153 052.20.1114.58130 J40 154 052.20.1115.30683 J41 155 052.20.1116.19813 J42 156 052.20.1116.20960 J43 157 052.20.1116.22930 J44 158 052.20.1116.24927 J45 159 052.20.1116.26193 J46 160 051.20.1242.40947 J47 161 051.20.1242.40554 J48 162 051.20.1242.41835 J49 163 051.20.1242.41209 J50 164 051.20.1242.40882 J51 165 051.20.1242.40322 J52 166 051.20.1242.40414 J53 167 051.20.1242.40539 J54 168 051.20.1242.40477 J55 169 051.20.1242.39650 J56 170 051.20.1242.40648 J57 171 051.20.1242.41833 JGR 172 051.20.1242.40073 K 173 052.20.1116.29123 K1 174 052.20.1116.31170 K2 175 052.20.1116.32967 KDS 176 052.20.1116.35177 KGR 177 052.20.1116.41263 KGR1 178 052.20.1116.46567 KGR2 179 051.20.1242.42270 SP 180 051.20.1242.41257 SP1 181 051.20.1242.40696 SP2 182 051.20.1242.39665 SP3 183 051.20.1242.41131 SP4 184 051.20.1242.41866 SP5 185 051.20.1242.42131 SP6 186 051.20.1242.42146 SP7 187 051.20.1242.41334 SP8 188 051.20.1242.41615 SP9 Printed 2/21/2020 11:17:18 AM .5 GINF 0 83294PE Alpine,an'TIN Company' 8801 Folsom Blvd.,Suits 107 Sacramento,CA 95826 OREGON ALPINE Phone:(800)877-3678(916)387-0116 4N MN COMPANY Fax:(916)387-1110 Ss SLY 14,20- eo sacseals@itwbcg.com sell Tang 02i21/2020 Renewal 6/30/2020 Site Information: Page 4: Customer: Truss Components of Oregon,Inc. Job Number- 1219203 Job Description: Red Rock Creek Commons Address: 11090 SW 68th Parkway,TIGARD,OR Item Drawing Number Truss Item Drawing Number Truss 189 051.20.1242.41225 SP10 190 051.20.1242.40946 SP11 191 051.20.1242.40711 SP12 192 052.20.1116.50640 SP13 193 052.20.1116.52003 SP14 194 A20030ENC101014 195 BRCLBSUB0119 196 DEFLCAMB1014 197 GBLLETIN0118 Printed 2/21/2020 11:17:18 AM 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 ANSUTPI 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. g = green lumber. HORZ(LL) = maximum Horizontal panel point deflection due to Live Load, in inches. HORZ(TL) = maximum Horizontal panel point long term deflection in inches, due to Total Load, including creep adjustment. HPL = additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds. lc = Incised lumber. FJ = Finger Jointed lumber. L/# = user specified divisor for limiting span/deflection ratio for evaluation of actual L/defl value. L/defl = ratio of Length between bearings, in inches, divided by the vertical Deflection due to creep, in inches, at the referenced panel point. Reported as 999 if greater than or equal to 999. Loc = Location, starting location of left end of bearing or panel point (joint) location of deflection. Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for of all load cases. Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for of all load cases. Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for of all load cases. NCBCLL = Non-Concurrent Bottom Chord design Live Load in pounds per square foot. PL = additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds. PLB = additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds PLT = additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds. PP = Panel Point. R= maximum downward design Reaction, in pounds, from all specified gravity load cases, at the indicated location (Loc). -R = maximum upward design Reaction, in pounds, from all specified gravity load cases, at the identified location (Loc). Rh = maximum horizontal design Reaction in either direction, in pounds, from all specified gravity load cases, at the indicated location (Loc). RL = maximum horizontal design Reaction in either direction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the indicated location (Loc). Rw= maximum downward design Reaction, in pounds, from all specified non-gravity(wind or seismic) load cases, at the identified location (Loc). TCDL = Top Chord standard design Dead Load in pounds per square foot. TCLL = Top Chord standard design Live Load in pounds per square foot. U = maximum Upward design reaction, in pounds, from all specified non-gravity(wind or seismic) load cases, at the indicated location (Loc). VERT(CL) = maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in inches. VERT(CTL) = maximum Vertical panel point deflection ratios due to Live Load and Creep Component of Dead Load, and maximum long term Vertical panel point deflection in inches due to Total load, including creep adjustment. VERT(LL)= maximum Vertical panel point deflection in inches due to Live Load. VERT(TL) = maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment. W = Width of non-hanger bearing, in inches. Refer to ASCE-7 for Wind and Seismic abbreviations. Uppercase Acronyms not explained above are as defined in TPI 1. Page 2 of 3 References: 1. AWC: American Wood Council; 222 Catoctin Circle SE, Suite 201; Leesburg, VA 20175;www.awc.org. 2. ICC: International Code Council;www.iccsafe.orq. 3. Alpine, a division of ITW Building Components Group Inc.: 13723 Riverport Drive, Suite 200, Maryland Heights, MO 63043; www.alpineitw.com. 4. TPI: Truss Plate Institute, 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.sbcindustry.com. Page 3 of 3 SEQN:72213 MONO Ply: 1 ,Job Number: 1219203 Cust R7175 JRef1WSX711750013 T45 FROM:MG Qty. 5 Red Rock Creek Commons DrwNo: 052.20.09186.59087 s Truss Label: A I RTT 02/21/2020 8 19'4'3 12 I 2'9" I2 5'2"3 I 9'10'13 14T8 18T31 24'0"13 I 28'8" 28,11"8 2 4'8'11 4'8"11 4'8"11 i'11"1 4'8'11 4'S'3 I5'18 0.5 12 - _SXS H T M7 =4X5 B C p E F to A la) M2 n h W1 1 11 3E - =8X10 =3X 2 =4X5 =H0510 M L ra4X5 w5X5 J r - 28'11"8 1 4'8"3 4'111 3'4"3 1'4" _ 4'8"11 4'891 4'8"11 4'8'3 9T5 12'11"8 ' 14'44 19'0"11 23'9'5 28'6" u5"8 28'11"8 Loading Criteria(par) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeIUCSI Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udell U# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:212 Ce:1.1 VERT(LL): 0.470 M 738 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.966 M 359 240 Q 1439 /- /- /760 /245 /150 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.071 J - - J 1439 /- I- /759 /250 I- EXP:B Kzt:NA Des Ld: 51.00 Mean Height:43.60 ft HORZ(TL):0.146 J - - Wind reactions based on MWFRS NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 0 Brg Width=5.5 Min Req= 1.5 J Width=5.5 Min Req1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max IC CSI: 0.787 Brg = Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Sid: 2014 Max BC Ca0.880 Bearings Cl&J are a rigid surface. Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.962 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver.19.02.0213.0122.16 A-B 928-4307 D-E 867 -4841 ---_-- - - 8-C 1097 -5910 E-F 868 -4835 Lumber C-D 1060 -5950 F-G 588 -2917 Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#1&Bet. Webs 2x4:DF-L Standard+DF-L Stud: Maximum Bot Chord Forces Per Ply(Ibs) W1 2x4 DF-L#2;M1,M2 2x6 DF-L#2; Chords Tens.Comp. Chords Tens. Comp. Bracing Q-P 517 -586 M-L 5921 -1181 (a)Continuous lateral restraint equally spaced on 0 O 5967 1269 L-K 2786 -517 0-N 5961 -1269 K-J 2786 -531 member. 31 N-M 5961 -1269 Plating Notes All plates are 3X5 except as noted. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Loading A-P 4199 -866 L-F 546 -90 Gable end supports 8"max rake overhang.Top P-B 215 -867 F-K 403 -2027 chord must not be cut or notched. B-0 1512 -333 K-G 944 -149 Bottom chord checked for 10.00 psf non-concurrent D-L 271 -1180 G-J 562 -3015 live load. E0 PROF Drifting snow load has been considered for only ,� , Maximum Gable Forces Per Ply(Ibs) in plane loading as follows: 't S� Gables Tens.Comp. Location 0.00 28.04 Height2 34.61 6.31 ,c.2 i�G9NPEF� O� p Q-A 253-1377 Where:Lu1=leeward distance,Lu2=windward distance rr Pd=max applied load,W=length of applied load. �- Wind Wind loads based on MWFRS with additional C&C OREGON member design. m fi End verticals exposed to wind pressure.Deflection � `Zc(� y 14,so (e meets U240. ` sell Tar Additional Notes Renewal 6/3 012 0 2 0 Truss must be installed as shown with top chord up. 02/21/2020 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components ot 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)b r safely practices prior to performing these functions. Installers shall provide temporary (503)357-2116 En bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefty attached rigid ceiling. Locations shown for permanent lateral restraint Of webs shall have bracing installed per BCSI sections B3,B7 or 510; �� as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN!MI COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of proTesstonaf engineering responsibility solely for the design shown. The sulthbillty and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8801 Folsom Blvd.,Suite 101 For more information see this job's general notes page and these web sites: ALPINE'. www.alpineitw.com;TPI: www.tpinst.ora;SBCA: www.sbcindustry corn;ICC: www.iccsafe.org Sacramento,CA 95826 SEON;r72215 SPEC Ply: 1 Job Number: 1219203 Cost:R7175 JRO:1WSX71750013 T106 ' FROM:MG +' Qty: 7 Red Rock Creek Commons DrwNo: 052.20.0957.02450 Truss Label: Al / RTT 02/21/2020 . 5'2"3 9'10'13 13'5"7 I 147 19'4"3 f 23'4"4 5'2"3 4'8"11 3'6"9 1'2 1 4'8'11 4'0'1 0.5 12 111.5X4 w3X5 ge X5 =4F5 G 3X5 C5 D-_ a T M A B T __WI to W2 N 1 ❑ I 1 J l N^ M L K J I Yi H w5X7 w3X10 =H0308 w3X5 w3X5 =3X5 -5X5 I113X5 r 23'4"4 A 4'9'3 2'7"1 I 2'3'1 , 4'8'11 4'8'11 4'3'9 ' 4'9"3 7'4"4 9'7"5 14'4" 19'0'11 23'4"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf In PSF) DafUCSI Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in foe L/defl U# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.254 C 999 360 Loc R. /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.520 C 539 240 N 1154 /- /- /614 /206 /135 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.044 H - - H 1191 I- I- /628 /217 /- EXP:B Kzl:NA HORZ TL:0.090 H - - Wind reactions based on MWFRS Des Ld: 51.00 Mean Height:43.50 ft ( ) NCBCLL:10.00 • Code f Mlsc Criteria Creep Factor:2.0 N Brg Width=5.5 Min Req= 1.5 TCDL:6.0 psf Bld Code: IBC 2015 Max TC CSI: 0.622 H Brg Width=3.8 Min Req= 1.5 Soffit: 2.00 BCDL:4.2 f 9 Ps Bearings N&H are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.872 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.847 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)!4(0) Chords Tens.Comp. Chords Tans. Camp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:19.02.028.0122.16 A-B 778-3333 D-E 683 -3687 Lumber 8-C 839-4224 E-F 389 -2148 C-D 6822 -3699 Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:OF-L Standard+DF-L Stud: Maximum Bet Chord Forces Per Ply(Ibs) W 1 2x6 DF-L#2;W2 2x4 DF-L#2; Chords Tens.Comp. Chords Tens. Comp. Loading N-M 422 -494 K-J 4238 -918 M-L 3442 -881 J-I 3642 -744 Bottom chord checked for 10.00 psf non-concurrent L-K 3442 -..:1 I-H 2037 -414 live load. Drifting snow load has been considered for only Maximum Web Forces Per Ply(Ibs) in plane loading as follows: Location Lut Lug Height Pd W Webs Tens.Comp. Webs Tens. Camp. 0.46 0.00 22.90 2.23 34.61 4.85 N-A 202-1097 C-J 177 -586 Where:Lu1=leeward distance,Lu2=windward distance A-M 323E -673 E-I 339 -1E25 Pd=max applied load,W=length of applied load. M-B 173 -644 I-F 721 -114 Wind B-K 809 -201 F-H 430 -2267 Wind loads based on MWFRS with additional C&C member design. �,EO PROFFS End verticals exposed to wind pressure.Deflection O� _kG(N EFL Si02 meets L/240. Additional Notes L 83294PE 77 Truss must be installed as shown with top chord up. . • • OREGON 'A C 4 V-LY 14,200°� t0 Sseff Tar' Renewal 6/30/2020 02/21/2020 • '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.Box 4 8 Trusses require extreme care in fabri tin h ndlin shipping,installing,and bracing. Refer to and follow the latest edition of SCSI(Building Cem.e.e OR 97113 Component Safety Information,by TPI an8'SBCA)for safety practices prior to perforing these functions. Installers shall provide terhporaryy (503)357-2118 En bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a progeny attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall havebracinginsalled per BCSI sections B3,B7 or B10y as appllicable. App plates to each face,of trussand position as shown above and on he Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positons. Alpine,a division of ITW Building Componnts Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANmF:OMPANY truss in conformance with ANSI,IP! 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing Indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. 8801 Folsom Blvd.,Suite 101 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinstorq;SBCA: www.sbcindustry.coe,;ICC: www.iccsefe.org Sacramento,CA 9562E SEON:70645 SPEC Ply: 1 Job Number: 1219203 Cust:R7175 JRet1WSX741 7 50 01 3 7103 FROM:MG City: 2 Red Rock Creek Commons DrwNo: 052.20.0957.05503 ' Truss Label: A2 / RTT 02/21/2020 a 5'2'3 9'10'13 13'5'7 14'7" 19'4"3 23'4"4 I 5'2'3 4'8"11 I 3'6"9 I 1'29' 4'8"11 4'0'1 0.5 12 _ =3X5 =3X5 -4F5 IIl1.G4 3X5 C5 p E a ig A B as _ T T w2 H 1 o b - 1 M L K B2 J I H 11136 8 =3X10 =H0308 =3X5 _ =3X5 m5X5 A 23'4"4 1 49'3 2'71 23"1 4'8"11 4'811 4'3"9 I4'9"3 F T4'4 I 97'5 I 14'4" 19'0'11 I 23'4"4 H Loading Criteria(par) Wind Criteria Snow Criteria(Pg,Pf In PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udell L/# Gravity Non-Gravity TCDL: 18.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.307 C 911 360 Loc R+ I R- I Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.567 C 494 240 N 1357 I- I- /614 /343 /135 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.050 H - - H 1265 /- l- /628 /257 I- EXP:B Kzt:NA Des Ld: 51.00 Mean Height:43.50 ft HORZ(TL) 0.092 H - - Wind reactions based on MWFRS NCBCLL:10.00 TCDL:6.0 psf Code I Miss Criteria Creep Factor:2.0 N Brg Width=5.5 Min Reg= 1.5 H BrgWidth=3.8 Min Re Soffit: 2.00 Bldg Code: IBC 2015 Max TC CSI: 0.879 q= 1.5 BCDL:4.2 psi Bearings N&H are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.972 Spacing:24.0" RepFac:Varies byLd Case Max Web CSI: 0.908 Members not listed have forces less than 375# P 9C&C gist a:3.00 fl m Loc.from endwall:Any FT/RT:4(0)/4(0) C T 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.19.02.02E1.0122.16 A-B 979-3891 D-E 895 -4054 _- --- - _-- B-C 1158-4820 E-F 478 -2305 Lumber C-D 900 -4068 Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 B2 2x4 DF-L#1&Bet.;Webs 2x4:DF-L Standard+DF-L Stud: Maximum Bot Chord Forces Per Ply(Ibs) W 1 2x6 DF-L#2;W2 2x4 DF-L#2; Chords Tens.Comp. Chords Tens. Camp. Special Loads N-M 422 -494 K-J 4832 -1166 -(LumberM Dur.Fac.=1.15/Plate Dur.Fac.=1.15) L -L 4020-1023 -I 2183 -457 TC:From 106 pIt at 0.46 to 106 Wet 12.00 -K-K 4020-1023 I-H 283 -457 TC:From 82 plf at 12.00 to 82 plf at 23.35 BC:From 20 plf at 0.00 to 20 plf at 23.35 Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Loading N-A 355-1298 J-E 409 -82 Drifting snow load has been considered for only A-M 3776 -950 E-I 444 -1838 in plane loading as follows: M-B 262 -769 I-F &)3 -130 Location Lu1 Lu2 Height Pd W B-K 824 -201 F-H 509 -2430 0.46 0.00 22.90 2.23 34.61 4.85 Where:Lu1=leeward distance,Lu2=windward distance C-J 288 -827 Pd=max applied load,W=length of applied load. �, p PROF- . Wind 5� (Nq. sv Winmed loaer ds based on MWFRS with additional C&C ,O\ �aG g4PE�41 0-• End verticals exposed to wind pressure.Deflection meets U240. Additional Notes Truss must be installed as shown with top chord up. 13\ REGON e, �6y 14,20ee e. 4• Sell Tan c Renewal 6130/2020 02/21/2020 "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,lee. "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 466 Trusses require extreme care in fabricating,handlin1 shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Comelius OR 97113 ComponentSafety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide terhporaryy (503)357-2110 Ext bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a grope attached nod ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83,B7 or 610y ch .4Ah•. as applicabSlle. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE- drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of proTessionai engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 107 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com,TPI: www.IpinsLorq:SBCA: www_sbcindust,y com;ICC'. www.iccsafe.org Sacramento,CA 95826 SEON:762427/ SPEC Ply: 1 Job Number: 1219203 Gust:R7175 JRef:1WSX71750013 7107 ' FROM:MG y. Oty: 1 Red Rock Creek Commons DrwNo: 051.20.1242.40323 Truss Label: A3 I JAK 02/20/2020 8^ 4'3"8 9' 13'8"11 17'8.13 I6 3'8"14 I 4'8"11 4'8'11 { 4'0"1 0.5 12 1111.5X4 -3X5 -3E F =3X10 -3X5 D T AB \\ CD fVI 1 LK J I H G 1111.5X4 .3X10 =3X5 =3X5 =4X5 1 17'8"12 1 3'7'2 4'10"3 4'8"11 4'3'9 F 3'10'6 8'8"8 13'5"3 17'8'13 34 314 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pt in PSF) DetIICSI Criteria A Maximum Reactions(ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Cf:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pt:21.2 Ce:1.1 VERT(LL): 0.081 I 999 360 Loc R+ /R- I Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.165 I 999 240 L 911 /- /0 /474 /153 /61 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.018 G - - G 898 /- I- /467 /157 /- EXP:B Kzt:NA • HORZ TL: 0.037 G - - Wind reactions based on MWFRS Des Ld: 51.00 Mean Height:43.60 ft ( ) NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 L Brg Width=- Min Req=- Soffit: 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.271 G Brg Width=3.8 Min Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:D to h/2 TPI Std: 2014 Max BC CSI: 0.478 Bearing G is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.811 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:19.02.02.0109.12 B-C 293-1744 D-E 281 -15M Lumber C-D 393-2247 Top chord 2x4 DF-L#2 Maximum Sot Chord Forces Per Ply(Ibs) Bat chord 2x4 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud: Chords Tens.Comp. Chords Tens. Comp. Loading J-I 1836 -374 H-G 1457 -283 I-H 2245 -428 Bottom chord checked for 10.00 psf non-concurrent live load. Maximum Web Forces Per Ply(Ibs) Wind Webs Tens.Comp. Webs Tens. Comp. Wind loads based on MWFRS with additional C&C B-K 159 -870 D-H 150 -791 member design. B-J 1836 -311 H-E 405 -41 Right end vertical exposed to wind pressure. J-C 128 -568 E-G 285 -1619 Deflection meets L/240. C-I 427 -70 Additional Notes Truss must be installed as shown with top chord up. �010)PROFESS f �Gf 83294PE .11 \ OREGON h/LY 14,200� t7r <ssell Ta09 Renewal 8/30/2020 02/21/2020 "WARNING" READ 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,installin9.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)far safety pactices plior to performing These functions. Installers shall provide temporary tsstx++)3s7s1ts Ext bracinger BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a pro e attach n id ceiling. Locations shown for.permanent lateral restraint of webs shall have bracinfgpins lled per BCSS1 sections 83,B7 or bi10Y as app ica61e. Apply plates to each face of truss and position as shown above and on the Join etas s, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW 8 ildin omponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 11,or for handling,shipping,installation and braana of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of pr essiona engineering responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 10' and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP!1 Sec.2. Sacramento,o CA 95Sui For more information see this lob's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinstorq;SBCA: www.sbcindustry.com;ICC: www.iccsafe.orq SEQN:72217/ SPEC Ply: I Job Number: 1219203 Cost:R 7175 JRe1:1 W SX7r1750013 712 / FROM:MG Qy: 16 Red Rock Creek Commons DPvNo: 051.20.1342.41617 ' Truss Label: A4 / JAK 02/20/2020 a 5'2'3 9'10'13 13'5'7 14'7' 19'4'3 23'4'4 5'2'3 4'a'11 3'S5 1'2' 4'891 4'0'1 0.5 12 0 o 11.SG4 wt 4X5 W1 >=3X5 as3X5 -p -3E F T ® C u A _ T = 1 • 10 w2 Fs _ 1 M L K J I -H e8X7 sa3X10 =H0308 w3X5 w3X5 w3X5 w5X5 113X5 i 23'4'4 i 4'9'3 27'1 2'3'1 i 4'891 I 4'891 I 4'39 4I '9'3 74'4 9T5 14'4' 19'0'11 23'4'4 Loading Criteria(psf) I Wind Criteria Snow Criteria(Pg,Pf In PSF)! DeflCSl Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Sid: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defi L/# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Cc:1.1 VERT(LL): 0.254 C 999 360 Loc R. /R- I Rh /Rw I U I RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.521 C 537 240 N 1154 /- /- /634 /244 /257 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.044 H - - H 1191 /- /- /658 /245 I- EXP:B Kzt:NA TL Des Ld: 51.00 HORZ( ):0.090 H - - Wind reactions based on MWFRS Mean Height:43.50 ft Code!Mlsc Criteria CreepFactor.2.0 N Brg Width=5.5 Min Req= 1.5 NCBCLL:1D.00 Soffit: 2.00 BTCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.632 H Brg Width=3.8 Min Req= 1.5 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 i Max BC CSI: 0.872 Spacing:24.0' C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.951 Members not listed have forces less than 375# FT/RT:4(0 4(0) Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver.19.02.02.0109.12 A-B 1357-3332 D-E 902 -3687 Lumber B-C 1213-4224 E-F 462 -2148 C-D 902-3699 Top chord 2x4 DF-L#2 Bat chord 2x4-L -LSt#2 nd Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4-L#2:2 Standard+DF-L Stud: Chords Tens.Comp. Chords Tens. Corn W 1 2x6 DF-L W2 2x4 DF-L#2; P. Loading N-M 1239-1412 K-J 4238 -1281 M-L 3442-1442 J-I 3642 -955 Bottom chord checked for 10.00 psi non-concurrent L-K 3442-1442 I-H 2O37 -502 live load. Drifting snow load has been considered for only Maximum Web Forces Per Ply(Ibs) In plane loading as follows: Location Lui Lu2 Height Pd W Webs Tens.Comp. Webs Tens. Comp. 0.46 0.00 22.90 5.23 38.03 4.41 N-A 223-1093 C-J 330 -586 Where:Lul=leeward distance,Lu2=windward distance A-M 3266 -994 E-I 465 -1625 Pd=max applied load,W=length of applied load. M-B 246 -647 I-F 721 -162 Wind B-K 809 -377 F-H 528 -2267 Wind loads based on MW FRS with additional C&C member design. ,,QED PRopSSS End verticals exposed to wind pressure.Deflection O.cJ _ G i N e R �0, meets U240. Additional Notes 44/ 83294PE p Truss must be installed as shown with top chord up. \ssss.........' .r� OREGON r4 O E o Qr SSeII Tall Renewal 6/30/2020 02/21/2020 **WARNING`" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inn. **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)fTi'r safely practices prior to performing these functions. Installers shall provide terhporarryy (503)357-2118 Est bracing r BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a progeny attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections 53,B7 or B10, as applicable. Appl plates to each face o truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW B Ilddin omponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIIT 11,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pro ess one engineering responsibility solely for the design shown. The sul&bility 8801 Folsom Blvd.,Suite 10' and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE' www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe,org Sacramento,CA 95826 SEON:62460/ SPEC Ply. 1 Job Number: 1219203 .Cost:R 7175 JRef 1WSX71750013 T97 I ' FROM:IMG 4.. Oty: 5 Red Rock Creek Commons DrwNo: 051.20.1242.40086 Truss Label: A5 / JAK 02/20/2020 a 5'2'3 91013 13'5'7 I 14'7"B 19'4'3 ( 234"4 5'2"3 4'8'11 3'8'9 1'2'1' 4'8'11 4'0'1 0.5 12 m4X5 III1.5G4 W1 a 8 =3G5 Es X -3X5 F A a T T r - 1 o III hi ■ 1 N=' M L K 92 J I - H 11m5X7 as3X10 EaH0308 a3X5 -3X8 '3X5 =--5X5 r 23'4'4 A 473 2T1 2'3'1 4'8'11 4'8'11 4'39 H4'9'3 7'4"4 I 9'7'5 I 14'4' 19'0'11 23'4 4 Loading Criteria(psf) I Wind Criteria Snow Criteria(Pg,Pf in PSF) DefliCSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Sid: ASCE 7-10 Pg:25.0 CI:1.1 CAT:II PP Deflection in loc Lldefl L/# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.237 C 999 360 t.oc R+ /R- /Rh /Rw /U I RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.528 C 531 240 N 1190 I- I- /634 /244 /257 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.039 H - - H 1355 I- I- /658 /245 I- EXP:B Kzt:NA Des Ld: 51.00 HORZ TL:0.086 H - - Wind reactions based on MWFRS ( ) Mean Height:43.50 ft NCBCLL:10.00 Code I Misc Criteria CreepFactor:2.0 N Big Width=5.5 Min Reg= 1.5 TCDL:6.0psi H Brg Width=3.8 Min Reg= 1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.685 P Bearings N&H are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.868 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by L d Case Max Web CSI: 0.951 Members not listed have forces less Ply(In 375# Maximum Top Chord Forces Per (Ibs) Loc.from endwali:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Camp. GCpi:0.18 Plate Type(s): --- _ Wind Duration:1.80 WAVE,HS VIEW Vef:19.02.02.0109.12 A-B 1358-3457 DE 902 -3982 B-C 1213-4434 E-F 462 -2336 Lumber C-D 902-3994 Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 B2 2x4 DF-L#1&Bet.;Webs 2x4:DF-L Standard+DF-L Stud: Maximum Bot Chord Forces Per Ply(Ibs) W 1 2x6 DF-L#2:W2 2x4 DF-L#2; Chords Tens.Comp. Chords Tens. Comp. Special Loads N-M 1239-1412 K-J 4452 -1281 M-L 3572-1443 J-I 3942 -955 -(Lumber Dur.Fac=1.15/Plate Dur.Fac.=1.15) L-K 3572-1443 I-H 2214 -502 TC:From 82 plf at 0.46 to 82 plf at 23.35 BC:From 20 plf at 0.00 to 20 plf at 23.35 Maximum Web Forces Per Ply(Ibs) TC: 100 lb Conc.Load at 15.65,22.65 Webs Tens.Comp. Webs Tens, Comp. Loading N-A 223-1128 C-J 330 -562 Bottom chord checked for 10.00 psf non-concurrent A-M 3391 -994 E-I 465 -1751 live load. M-B 246 -675 I-F 769 -162 Drifting snow load has been considered for only B-K 892 -377 F-H 528 -2463 in plane loading as follows: Location Lul Lu2 Height Pd W 0.46 0.00 22.90 5.23 38.03 4.41 pixel)PROF,. Where:Lul=leeward distance,Lu2=windward distance Pd=max applied load,W=length of applied load. �•5 -aG i N e .. O41 Z Wind trj 83294PE 9 Wind loads based on MWFRS with additional C&C fir- member design. • • End verticals exposed to wind pressure.Deflection • meets v240. OREGON Additional Notes 13 "L di r W 14,20 ie • Truss must be installed as shown with top chord up. 88e"Tar'. • Renews!6/30/2020 02/21/2020 "WARNING" READ 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 end follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)f safely practices prior to performingg these unctions. Installers shall provide ter(nporary (503)as7-2118 Ext bracing per BCSI.Unless noted o herwtse,top chord shall have properly attached structural sheathing and bottom chord shall have a props y attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections S3,B7 or B10, . as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW 8l1ildin Components Group Inc.shall not be responsible for any deviation from this drawin an failure to build the MO/a:04PM truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing gf truss A seal on this draawlrig or cover page listing this drawing indicates acceptance of pro essna en ineerina responsibility solely for the design Sghown. The suitability 8801 Folsom Blvd.,Suite 101 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org:SBCA: www.sboinduaby.corn;CCwww.iccsafe.org Sacramento,CA 95826 SEON:63435/ MONO Ply: 1 Job Number: 1219203 Cust:R 7175 JRef:1 W 5XT1750013 T108 FROM:MG Qty: 1 Red Rock Creek Commons DrwNo: 051.20.1E42.42177 Truss Label: A6 BFR / JAK 02/20/2020 ��pp s 'r32 pp 4891 sris 's ip M1 III.5 -3m e� I M M .. i1 G FE >41a r tans A 190Y1 6e-11 4.10.11 975 itl r 7 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSl Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udell U# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.030 B 999 360 Loc RI. /R- !Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.062 B 999 240 H 500 /- /- /292 /120 1129 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.004 A - - E 514 /- /- /310 /126 /- EXP:B Kzt:NA Des Ld: 51.00 Mean Height:43.22 ft HORZ(T L):0.0013 F - - Wind reactions based on MWFRS NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 H Brg Width=5.5 Min Req= 1.5 E BrgWidth=- Min Soffit: 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.397 Req=- TPI Sld: 2014 Max BC CSI: 0.401 Bearing H is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.744 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:19.02.02.0109.12 A-B 830 -1055 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 DF-L#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud: H-G 1572 -1331 G-F 1062 -822 M1 2x6 DF-L SS; Plating Notes Maximum Web Forces Per Ply(Ibs) All plates are 3X5 except as noted. Webs Tens.Comp. Webs Tens. Comp. Loading A-G 997-1223 B-F 845 -1032 Bottom chord checked for 10.00 psf non-concurrent Maximum Gable Forces Per Ply(Ibs) live load. Gables Tens.Comp. Drifting snow load has been considered for only in plane loading as follows: H-A 285 -456 Location Lul Lu2 Height Pd W 0.46 0.00 20.00 5.23 34.65 4.02 Where:Lul=leeward distance,Lu2=windward distance Pd=max applied load,W=length of applied load. Wind 4;REO PROFESS Wind loads based on MWFRS with additional C&C member design. 0 4. 83 i 4 E O.y Left end vertical exposed to wind pressure. a329aPE 9 Deflection meets U240. It /-- "<EGO) 14,Ta Renewal 6/30/2020 02/21/2020 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -" Truss Components ofOregon,Inc. **IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,byTPI ana SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Est bracing per BCSI.Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a prcpeily attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 183,B7 or 610, as applicable. Apply plates to each face of russ and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE' Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA Seal on this drawing or cover page listing this drawing indicates acceptance of procession. engineering responsibility solely for the desi n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 107 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com:TPI: www.tpinstorq;SBCA: www.sbeindustry.00m ICC: www.iccsafe.orq Sacramento,CA 95826 SEON:T2219 SPEC Ply: 1 Job Number: 1219203 Cult R 7175 JRef:1 WSX7I750013 T185 ' FROM:MG ♦ Qty: 1 Red Rock Creek Commons DrwNo: 052.20.0957.11553 Truss Label: A7 / RTT 02/21/2020 e 52'3 l 9'10'13 13'57 I 14'7'8 154"5 �1>� 52I '3 4'871 35'9 12-{ 4'8'13 5 0.5 12 5 L 9 .425 1113x FG w, a3X5 =3C5 p T sa T w9 i 11-1 N -_M-. . 1 L K J =5x7111 =5X7 =3X10 =3X5 =3X5 1113X5 r 19'9'8 i 4'73 410'3 4'8'11 4'8'11 4'e'3 975 14'4' 19'091 9'1, Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pl in inn Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in lac Udefl U# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.152 K 999 360 Loc R+ /R- I Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.312 K 760 240 M 972 /- /- /542 /217 /233 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.025 I - - H 1008 I- I- /570 /216 /- Des Ld: 51.00 8 Kzt:NA HORZ(TL):0.051 I - - Wind reactions based on MWFRS Mee Mean Height:43.42 ft Code/Misc Criteria Creep Factor:2.0 M Brg Width=5.5 Min Req= 1.5 NCBCLL:10.00 TCDL:6.0 psf H Brg Width=- Min Req=- Soffit: 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.549 Bearing M is a rigid surface. Load Duration:1.15 MW FRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.471 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.950 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:19.02.0213.0122.16 A-B 1222-2709 C-D 595 -2279 Lumber - ._ ' B-C 980-3142 D-E 595 -2267 Top chord 2x4 DF-L#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 DF-L#188et. Webs 2x4:DF-L Standard+OF-L Stud: Chords Tens.Comp. Chords Tens. Comp. W 1 2x6 DF-L#2;W 2 2x4 DF-L#2;W9 2x8 DF-L#2; M-L 1161 -1349 K-J 3133 -983 Bracing L-K 2792-1242 J-I 2203 -584 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Loading M-A 197 -913 C-J 404 -919 Bottom chord checked for 10.00 psf non-concurrent A-L 2644 -912 J-E 436 -124 live load. L-B 227 -506 E-I 594 -2206 Drifting snow load has been considered for only B-K 421 -317 in plane loading as follows: Location Lul Lu2 Height Pd W 0.46 0.00 20.00 5.23 34.65 4.02 Where:Lul=leeward distance,Lu2=windward distance Pd=max applied load,W=length of applied load. E� 0 PROFFS Wind Wind loads based on MWFRS with additional C&C j' �tac')N E 1:. 0 member design. k! 83294PE 7 Left end vertical exposed to wind pressure. tr /- Deflection meets U240. Right end vertical not exposed to wind pressure. Additional Notes :REGON.......)Truss must be installed as shown with top chord up. �4y,4.2od'' 1.S8l1 Ta%' Renewal 6/30/2020 02/21/2020 "WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! Tun components of Oregon,Inn. **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 end SBCA)far safely practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Est bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint f webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITV BuiIdinQCpomponnts Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the u+mx coMwm truss in conformance with ANSI/TM 11,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing,indicates acceptance of ro-fessionat engineerin responsibility solely for the d s' n shown. The suiability 8801 Folsom Blvd.,Suite 10- and use of this awing for any structure is theP responsibility of the Building Designer per ANNSI/TPI 1 Sbc.2. For more information see this job's general notes page and these web sites'. ALPINE: www.alpineitw.com;TPI: www.tpinsLorg;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95826 SKIN:72117 SPEC Ply: 2 Job Number: 1219203 Cust:R 7175 JRef:1 W SXj1750013 T180 FROM:MG Gay: 1 Red Rock Creek Commons DrwNo: 052.20.0567.34427 Truss Label: ADS / RTT 02/21/2020 I 5 5 2 Complete Trusses Required 147 73 573 94'6 11'4'6 1398 1911.15 23'4'4 I 5'2'3 4'2"3 I 2' I 2'1"2 5'4'7 3I '4"5 0.5 0 I s3x12 XIi.SH W1 __ m3X5 a87ii5 mass T2 G as E G T IA W13 �J _ WS W7 W1, Ia 1 P/ ///////////////////I 1 m5X7 0 N M L K J 1113X5 1111.5%4 m3X5 m3X5 m3X5 m3X5 m3X5 w3X12 I 23'4'4 I 4'10'11 25"9 7 93'2 4'8'11 4'3'9 r 4'1091 I- 74'4 '11I 11'0'14 14'4" I 19'0"11 23'4'4 1890'1410i r Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(ibs),or* PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in hoc Udell L/# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.001 G 999 360 Loc R+ /R- /Rh I Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.002 D 999 240 p' 200 /-22 /- /97 /70 /5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.007 H - - P /-145 EXP:B Kzt:NA Des Ld: 51.00 Mean Height:43.50 ft HORZ(TL ) 0.008 H - - M /-1000 NCBCLL:0.00 Code/Wm Criteria Creep Factor:2.0 TCDL:6.0 psf I 1-475 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.227 Load Duration:1.15 TPI Std: 2014 Max BC CSI: 0.444 Wind reactions based on MWFRS MWFRS Parallel Dist:0 to FJ2P Brg Width=280 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.171 Loc.from endwall:AnyFT/RT:4(0)/4(0) Members Bearing sP is a rigid hsave o. 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.19.02.0213.0122.18 Chords Tens.Comp. Chords Tens. Comp. Lumber Loading A-B 524 -553 F-G 500 -475 Top chord 2x8 DF-L#2 T2 2x4 DF-L#2: Truss transfers a maximum horizontal load of B-C 386 -382 G-H 418 -423 Bot chord 2x4 DF-L#2 5723#( 250.00 plf)along top chord,from either D-E 540 -525 Webs 2x4 DF-L#2 W1 2x6 DF-L#2;W3,W5,W7,W9, direction,to supports where indicated.Diaphragm and W13 2x4 OF-I Standard+DF-L Stud; connections are to be designed by Engineer of Record. W 11 2x12 DF-L#2; Drag Loads:Force(#) (PLF) Mbr Start End Maximum Bot Chord Forces Per Ply(Ibs) Case 1: 5723 250.00 TC 0.46 23.35 Chords Tens.Comp. Chords Tens. Comp. Nalinote 5838 249.96 BC 0.00 23.35 Nail Schedule:0.120"x3",min.nails Drifting snow load has been considered for only P- 38 -545K-J 4 -447 Top Chord:1 Row @11.00"o.c. in plane loading as follows: O-N N 362 -32222 J-I 482 2 -447 Bot Chord:1 Row @11.50"o.c. Location Lu1 Lu2 Height Pd W N-M 544 -534 Webs :1 Row @ 4"o.c. 0.46 0.00 22.90 2.23 34.61 4.85 Use equal spacing between rows and stagger nails Where:Lu1 =leeward distance,Lu2=windward distance Maximum Web Forces Per Ply(lbs) in each row to avoid splitting. Pd=max applied load,W=length of applied load. Webs Tens.Comp. Webs Tens. Comp. Special Loads A-O 488 -501 D-K 451 -465 -(Lumber Dur.Fac.=1.60/Plate Dur.Fac.=1.60) B-M 447 -465 F-J 353 -388 TC:From 32 plf at 0.46 to 32 plf at 23.35 M-C 526 -601 J-G 261 -416 BC:From 20 p8 at 0.00 to 20 plf at 23.35 C-L 506 -536 G-I 523 -582 TC: BC:1862 lb Conc.Load at 9 g3lb Conc.Load at 11.22 ��RO E PROFCs. L-D 538 -587 Wind ON aG 1 N FC �O Wind loads and reactions based on MWFRS. 63294PE y End verticals exposed to wind pressure.Deflection �- meets U240. Additional Notes OREGON Uplift connections required.See uplifts in R-and U 7 C columns of Maximum Reactions table. (� �Lr 1a,xo� �Q7 Truss must be installed as shown with top chord up. rise II Tan Renewal 6/30/2020 02/21/2020 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. .IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box465 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,byTI an SBCA)f safe practices prior to performing these functions. Installers shall provide temporary (503)357.2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propr attach d rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10y /41666. as applicabe. App plates to each face or russ and position as shown above and on the Join Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. ALPINE- Alpine,a division of ITW BuildinaComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ^,,,,n,. „ truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of prolessionaf engineering responsibility solely for the design shown. The suiability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10- - For more information see this job's general notes page and these web sites: ALPINE', w n. Sacramento,CA 95826 alpineitw.com;TPI: www.tpinst.or9;SBCA: www.sbundustry.com;ICC. www.iccsafeorg SEON:70808 SPEC Ply: 1 Job Number: 1219203 Cast:R 7175 JRef:1 WSX71750013 T102 FROM:4AG Oty: 1 Red Rock Creek Commons DrwNo: 052.20.0958.55310 " a Truss Label: ADS1 / RTT 02/21/2020 s 52"3 9'10'13 13'5"7 147" 19'4"3 23'4"4 5'2"3 I 4'891 13'6"9 _ 1'2"1- 4'8"11 I 4'0"1 0.5 12 I - 12 D E __ 1111.5X4 es 3X5 Wt _ 3X5 =3X5 -- 3X5F5 G T ran A B C as 13-- T r to W2 / iN 1 1 N�����/ ��������������H 1 1114X5 M L K J I 1113X7 1113X5 =3X5 =3X5 se3X5 -Is 3X5 =3X5 f- 23'4"4 41011 2'5"9 2'3"1 4'8"11 4'811 4'3"9 F 4'1091 I T4"4 97"5 I 14'4" I 19'0"11 23'4"4 Loading Criteria(ref) Wind Criteria Snow Criteria(Pg,Pf n PSF) DORMS!Criteria •Maximum Reactions(Ibs),or"=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.002 B 999 360 Loc R. /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.002 B 999 240 N• 100 /- /- /62 /17 /6 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.023 G - - N /-222 EXP:B Kzt:NA Des Ld: 51.00 HORZ(TL): 0.025 G - - 1 H /-427 Mean Height:43.50 ft Code I Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS NCBCLL:10.00 TCOL:6.0 psf Soffit: 2.00 BCDL:4.2 f Bldg Code: IBC 2015 Max TC CSI: 0.453 N Brg Width=280 Min Req= - Ps Bearing N is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.207 Members not listed have forces less than 375# Spacing:24.0" CSC Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.520 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:19.02.02B.0122.16 A-B 1196-1192 E-F 1068 -1070 Lumber B-C 1128-1122 F-G 995 -1008 C-D 1123-1118 Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud: Maximum Bot Chord Forces Per Ply(Ibs) W 1 2x6 DF-L#2;W2 2x4 DF-L#2; Chords-Tens.Comp. Chords Tens. Comp. Loading N-M 1214-1155 K-J 1103 -1068 M-L 594 -540 J-I 1111 -1078 Truss transfers a maximum horizontal load of L-K 1143-1089 I-H 1054 -1017 5838#( 250.00 plf)along top chord,from either direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Maximum Web Forces Per Ply(Ibs) Drag Loads:Force(#) (PLF) Mbr Start End Webs Tens.Comp. Webs Tens. Comp. Case 1: 5838 250.00 TC 0.00 23.35 5838 249.96 BC 0.00 23.35 N-A 266 -391 C-J 1142 -1192 Bottom chord checked for 10.00 psf non-concurrent A-M 1147-1219 J-E 337 -630 live load. M-B 232 -570 E-I 1118 -1159 B-K 1152-1223 I-F 424 -719 Drifting snow load has been considered for only K-C 322 -596 F-H 1139 -1173 In plane loading as follows: Location Lul Lu2 Height Pd W co PROF 0.46 0.00 22.90 2.23 34.61 4.85 '(GFS S ,,JWhere:Lul=leeward distance,Lu2=windward distance ` GIN /O Pd=max applied load,W=length of applied load. �C2 7!g3294PE � 9 Wind CY /-- Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection meets U240. O R EGO N Additional Notes A!i �kr 14,20� � , Truss must be installed as shown with top chord up. SS a atl Tao Renewal 6(30/2020 02/21/2020 "'WARNING" READ 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 ComponentSafety Information,by TPI and SBCA)ter safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ex( bracingpier BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attachd rigid ceiling. Locations shown for Dermanent lateral restraint of webs shall have bracingins-felled per BCSI sections B3,B7 or 610, as applicable. App plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin omponents Group Inc.shall not be responsible for any deviation from this drawing an failure to build the AN nWCOMPANY truss in conformance with ANSIIT 11,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing indicates acceptance of pro esslona engineering responsibility solely for the design shown. The su!ability 8801 Folsom Blvd.,Suite 10" and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE. www.alpineilw.com:TPI'. www.tpinst.orq,SBCA: www sbcindustry.com:ICC: www.icrsale.orp Sacramento,CA 95826 SEQN:70792 SPEC Ply: 1 Job Number: 1219203 Cunt R7175 JR4t:1WSX71750013 2172 FROM:MG Oty: 1 Red Rock Creek Commons DiwNo: 052.20.0959.201'63 " Truss Label: ADS2 I RTT • 02/21/2020 a 5'2'3 I 9'10'13 ' 13'57 _ 14T13 19'11'15 I 2314'4 I 573 4'8"11 3'6'9 1'2' 5'47 3'4'5 0.5 122 _ Ln3 F12 I01.5G4 WI m3C =D -3E AB .. a T T to le W2 W9 Er 1 t,tiiiii�'iii�iiiiiiiii R 1 II13X8 55 -m3X5 =3X5 m3X5 m3X5 m3X12 II13x7 23'4'4 410"11 2'5"9 23"1 4'8'11 43-11 _ 4'3'9 410'11 I T4"4 97'5 14'4" + 19'0"11 + 23'4'4 H Loading Criteria(pal) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefllCSl Criteria A Maximum Reactions(Ibs),or'=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCOL: 16.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.004 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.004 F 999 240 N" 137 /- /- /62 /24 /0 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.020 G - - N /-221 EXP:B Kzt:NA HORZ TL:0.023 G - - H /-523 Des Ld: 51.00 Mean Height:43.50 ft ( ) Wind reactions based on MWFRS NCBCLL:10.00 TCDL:6.0 psf Code I Miss Criteria Creep Factor.2.0 N Br Width=280 Min Re Soffit: 2.00 BCDL:4.2psf Bldg Code: IBC 2015 Max TC CSI: 0.532 9 q= - Bearing N is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.882 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.510 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:19.02.02B.0122.16 A-B 1135-1128 E-F 890 -844 Lumber Additional Notes B-C 1140-1130 F-G 835 -846 C-D 1086 -1065 Top chord 2x4 DF-L#2 Truss must be instated as shown with top chord up. Bot chord 2x4 DF-L#2 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4:DF-L Standard+DF-L Stud: Chords Tens.Comp. Chords T . Comp. W 1 2x6 DF-L#2;W2 2x4 DF-L#2;W9 2x12 DF-L#2; ens __.ens. ._.. Special Loads N-M 1197 -1144 K-J 1137 -1109 M-L 622 -569 J-I 1182 -1161 -(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) L-K 1176-1124 I-H 1048 -975 TC:From 82 pif at 0.46 to 82 pli et 23.35 BC:From 20 pt at 0.00 to 20 Oat 23.35 BC: 857 lb Conc.Load at 19.84 Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Loading A-M 1025-1164 J-E 261 -569 Truss transfers a maximum horizontal load of M-B 222 -562 E-I 941 -1021 5723#( 250.00 plf)along top chord,from either direction,to supports where indicated.Diaphragm and B-K 1127-1200 I-F 595 -887 connections are to be designed by Engineer of Record. K-C 307 -571 F-H 1141 -1220 Drag Loads:Force(#) (PLF) Mbr Start End C-J 1082-1142 Case 1: 5723 250.00 TC 0.46 23.35 5723 245.05 BC 0.00 23.35 � �EO PROF�S.S Bottom chord checked for 10.00 psf non-concurrent O�cO �.101 NI EFL �02 live load. Drifting snow load has been considered for only a 83294PE 9 in plane loading as follows: Location Lut Lu2 Height Pd W 0.46 0.00 22.90 5.23 38.03 4.41 Where:Lu1=leeward distance,Lu2=windward distance Pd=max applied load,W=length of applied load. OREGON Wind �(, SLY 14,200� iZ C Wind loads and reactions based on MWFRS. ' s e l g Tan g End verticals exposed to wind pressure.Deflection Renewal 6130/2020 meets U240. 02/2I/2020 ' WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWING! TRIM Components of Oregon,Inc. **IMPORTANT*' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fab icatin handling,shipping,installing and bracing. Refer to and fellow the latest edition of SCSI(Building Cornelius OR 97113 Component Safety Information,byTPI and'SBCA)fair safety practices prior to performing these unctions. Installers shall provide terhporerV (W3)3s7-z113 Ext bracing per BCSI.Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properl attached hold ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,87 or 510y as applicable. App plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the pa, COMMA,in conformance with ANSI!PI 1,or for handling,shipping,installation and braci ,.,, ng oftrussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pro essrona engineering responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 10� and use of this drawing for any structure is the responsibility of the Building Designer per ANSIRPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.elpineitw.com:TPI: Www.tpinst.org',SBCA: www.sbcinduslry.com;ICC: w.vw.iccsafe.org Sacramento,CA 95626 SEQN:Z0810 SPEC Ply: 1 Job Number: 1219203 Cust:R7175 JRef:1WSX717500137115. • FROM:MG a Qty: 1 Red Rock Creek Commons DrwNo: 052.20.0959.45070 Truss Label: ADS3 / RTT 02/21/2020 52-3 I 9'10.13 I 13'57 I 147 8 19'4.3 23'P'4 5'73 4'B-11 3'69 1'2' 4'a'11 4'0'1 0.5 122 C m RI1.SX4 W1 = - 3X5 m3XX5 32 -3F5 G A B -9 T T le W2 IN .. / 1 1 r'V ������ �����.����� H 1 =5X7 M L K J I III3X7 1113X5 =3X5 =3X5 =3X5 =3X5 =3X5 23'4'4 4'101 2'59 2'3'1 4'811 ' 4'891 4'39 4'10.11 7'4'4 9I '7'5 14'4' 19'0.11 234.4 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pf in PSF) Del/CSI Criteria A Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.002 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.002 B 999 240 N' 100 /- /- /62 /18 /11 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.023 G - - N /-222 EXP:B Kzt:NA Des Ld: 51.00 HORZ(TL):0.026 G - - H /-423 Mean Height:43.50 ft NCBCLL:10.00 TCDL:6.0 psf Code I Misc Criteria CreepFactor.2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max IC CSI: 0.460 N Brg Width=280 Min Reg= - TPI Std: 2014 Max BC CSI: 0.213 Bearing N is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.951 Maximum Top Chord Forces Per Ply(Ibs) Loc.from indwell:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:19.02.028.0122.16 A-B 1139-1133 E-F 1075 -1077 Lumber B-C 1156-1150 F-G 995 -1008 C-D 1141 -1135 Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud: Maximum Bot Chord Forces Per Ply(Ibs) W 1 2x6 DF-L#2:W2 2x4 DF-L#2; Chords Tens.Comp. Chords Tens. Comp. Loading N-M 1197-1144 K-J 1120 -1085 M-L 617 -563 J-I 1116 -1082 • Truss transfers a maximum horizontal load of L-K 1171 -1118 I-H 1047 -1010 5723#( 250.00 plf)along top chord,from either direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Maximum Web Forces Per Ply(Ibs) Drag Loads:Force(#) (PLF) Mbr Start End Webs Tens.Comp. Webs Tens. Comp. Case 1: 5723 250.00 TC 0.46 23.35 5723 245.05 BC 0.00 23.35 A-M 1100 -1168 J-E 332 -626 Bottom chord checked for 10.00 pst non-concurrent M-B 48 1212 -I 1 --7 live load. B-K 11141 -1212 I-F 420 20 -71 55 K-C 318 -594 F-H 1132 -1165 Drifting snow load has been considered for only C-J 1131 -1181 in plane loading as follows: Location Lul Lu2 Height Pd W et)PROF 0.46 0.00 22.90 5.23 38.03 4.41 •c‘C& FSS, Where:Lu1=leeward distance,Lu2=windward distance 5 G I 'F /O Pd=max applied load,W=length of applied load. C22 la CC,p 2 Wind ak/ 83294PE 9 // Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection \\............:REGON) meets U240. Additional Notes 4 SY 14.20Truss must be installed as shown with top chord up. Sslg Tac Renewal 6/30/2020 02/21/2020 '"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inn. "IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box488 Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 ComponentSafety Information,byTPI an SBCA)for safety practices pnor to performing these functions. Installers shall provide temporary (5031357-rile EN bracingper BCSI.Unless noted oherwise,top chord sall have properly attached structural sheathing and bottom chord shall have a property attached ceiling Locations shown rpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or lttrr as applica e. Apply plates to each face o truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of prolesstonai engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8801 Folsom Blvd.,Suite 107 For more information see this job's general notes page and these web sites: ALPINE: www.aipineitw.com;TPI. www.tpinst.org;SBCA: www.sbdndustry.com;ICC: wwwiccsate.or9 Sacramento,CA 95826 SEQN:72092 MONO Py: 2 Job Number: 1219203 Cual:R7175 JRef:1WSXm71750013 T174 FROM:MG Oy: 1 Red Rock Creek Commons DrwNo: 052.20.1000.12440 Truss Label: AFR / RTT 02/21/2020 I S 5 2 Complete Trusses Required S8 19'4"3 12 2'8"15 K�z 3•irs s•lrsl 9'10'13 I 147"B 167"4� 24'0'13 28'8' 211"8 Y'2 3'513 2' 3'11"8 4'8"11 1'11 1 4'8'11 4'5'3 15'18 0.5 1122 -T Ml GM T2 H I E F nommon....mminommomormommommywn. 1..G A B O O 1e m M2 11...... .._a--� _` 3 !7`_ r.. 11 S R Q P 0 N MB2 L 115X7 =4X8 =1-10308 1113X5 III3X7 1 28'11'8 --i 375 2'M8 3.178 3'4"3 I 1'4"8 4'8'11 I 4'8'11 I 4'8'11 37'S 5T73 97'5 1711'8 14'4 19'0'11 23'9"5 28'8" 5 28'11'8 Loading Criteria(pen Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 18.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.325 0 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.510 D 681 240 S 2899 /-1422 /- /1918 /1338 /150 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.063 K - - ' K 1439 I- l- /759 /250 I- EXP:B Kzt:NA Des Ld: 51.00 Mean Height:43.60 ft HORZ(TL): 0.098 K - - Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:6.0 psf Code I Misc Criteria Creep Factor:2.0 S Brg Width=5.5 Min Req= 1.5 K Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.361 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.470 Bearings S&K are a rigid surface. •Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.500 Members not listed have forces less than 375# g' Maximum Top Chord Forces Per Ply(ibs) Loc.from endwall:Any FT/RT:4(0y4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:19.02.028.0122.16 A-B 2023-3884 E-F 437 -2445 B-C 2193-4737 F-G 437 -2439 Lumber Wind C-D 1427-4325 G-H 294 -1458 Top chord 2x8 DF-L#2 T2 2x4 DF-L#2; Wind loads based on MWFRS with additional C&C D-E 760-3502 Bot chord 2x4 DF-L 2400f-2.OE member design. B2 2x4 DF-L#1&Bet.; End verticals exposed to wind pressure.Deflection Maximum Bot Chord Forces Per PI Webs 2x4 DF-L#2 W2,W4,W6,W8,W10, meets U240. y(Ibf) W12 2x4 DF-L Standard+DF-L Stud;M1, Chords Tens.Comp. Chords Tens. Comp. M2 2x6 DF-L#2; Additional Notes R-Q 4016-2105 N-M 3447 -728 Nailnote Negative reaction(s)of-1422#MAX.from a non-wind Q-P 4832-2209 M-L 2364 -460 Nail Schedule:0.120"x3",min.nails load case requires uplift connection.See Maximum P-0 4278-13E2 L-K 1392 -265 Top Chord;1 Row @12.00"o.c. Reactions. O-N 4278-1382 Bot Chord:1 Row @12.00"o.c. Truss must be installed as shown with top chord up. Webs :1 Row @ 4"o.c. 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. A-R 3619-1896 E-M 442 -1220 Special Loads R-B 466 -802 M-G 479 -139 (Lumber Dur.Fac.=1.60/Plate Dur.Fac=1.60) .- B-Q 1194 -457 G-L 228 -1091 TC:From 32 BC:From 20 plf at 0.00 to 20 f at 0.46 to 32 plf at 28.96 �at 28.50 �e�PRopFS C-P 1145 -541H-K 281 -1507 TC:1295 lb Conc.Load at 3.80,5.80 �`g, . G 1 N EF s'0 D-N 886 -621 Plating Notes l(/ 83294PE 1' All plates are 3X5 except as noted. Maximum Gable Forces Per Ply(Ibs) Gables Tens.Comp. Loading S-A 715-1411 Bottom chord checked for 10.00 psf non-concurrent OREGON live load. Drifting snow load has been considered for only �4 '2Lr 14,2oo°j e in plane loading as follows: Sy. q% Location Lu1 Lu2 Height Pd W ell Tan 0.46 0.00 28.04 2.23 34.61 6.31 Renewal 613012e20 Where:Lu1 =leeward distance,Lu2=windward distance Pd=max applied load,W=length of applied load. 02/21/2020 "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Trues Components or Oregon.Inc. **IMPORTANT* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box488 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing.,Refer to nd follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,byt TPI and SBCA)f safety practices prior to performing these functions. Installers shall provide temporary (503)357.2118 Est bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppeerl attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10y as applicaBle. App plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. (2efer to drawings 160A-Z for sandard plate positions. ALPINE' Alpine,a division of ITW 6t1ild1ing Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µ ITV s,,.COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pasgy listing this drawing,Indicates acceptance of proTessionat engineering responsibility solely for the design shown. The sui?blllty and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10- For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbondestry.com;ICC. www.icceafe.urg Sacramento,CA 95826 SEQN72097 MONO Ply: 2 Job Number: 1219203 Cusll:R7175 JRef:1WSX71750013 T182 • FROM:MG -' Oty: 1 Red Rock Creek Commons DrwNo: 052.20.1000.43103 A. Truss Label: AFR1 / RTT 02/21/2020 c 2 Complete Trusses Required 8 19'4'3 12 78"14 12 3'11"5 Sii"S 9'10"13 14'7"8 16'7"4� 22'6 10 ( 24'6"19 me' 8 11"8 2 3'5"13 2 3'11"S 4'8"11 1'11"1 377 2' I 3'11"8 lS5 0.5 12 T _ �4XS6X6 =3X7 J T M1 D E 0 R I A B C _ 11 I e�,]p '��(, 8 w12 M2 ms=� = =.- Ex - W14 1 T S R 0 P 0 B2 N �M -1 III6X8 w5X7 =HO5o8 m4X5 men IIII3X7 1 28'11"8 A 37"13 I 2 3'11"S I 3'4"3 I 1'4" 4'8"11 377 7 , 4714 37"13 57131 9'7"5 12'11"8 14'4 19'0'11 223"2 24'3"2 28'8" 11"S Loading Criteria(pet) Wind Criteria Snow Criteria(Poplin PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udell U# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pt:21.2 Ce:1.1 VERT(LL): 0.576 P 603 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.740 P 469 240 U 3396 /-1919 /- /2292 /1712 /150 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.121 L - - L 3261 /-1784 1- /2190 /1611 I- EXP:B Kzt:NA Des Ld: 51.00 HORZ(TL):0.155 L - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:43.60 ft TCDL:6.0 psf Code I Misc Criteria Creep Factor:2.0 U Brg Width=5.5 Min Req= 1.7 L BrgWidth=5.5 Min Soffit: 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.475 Req= 1.7 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.647 Bearings U&L are a rigid surface. RepFac:Varies Ld Case Max Web CSI:0.635 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft by Loc.from endwall:Any FT/RT:4(0)14(0) Maximum Top Cmp. Forces Per Ply fibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE,HS VIEW Ver:19.02.0213.0122.16 A-B 2718-4579 E-F 2321 -4948 Lumber Wind B-C 3237-5779 F-G 2323 -4947 C-D 2703 -5908 G-H 2437 -4360 Top chord 2x8 DF-L#2 Wind loads based on MWFRS with additional C&C D-E 2326-5536 H-I 1958 -3359 Bot chord 2x4 DF-L 2400f-2.0E member design. B2 2x4 DF-L#1&Bet.; End verticals exposed to wind pressure.Deflection Webs 2x4 DF-L#2 W2,W4,W6,W8,W 10,W 12, meets U240. Maximum Bot Chord Forces Per Ply fibs) W14 2x4 DF-L Standard+DF-L Stud;M1, Chords Tens.Comp. Chords Tens. Camp. M2 2x6 DF-L#2; Additional Notes T-S 4737-282E P-O 5502 -2312 Nailnote Negative reaction(s)of-1919#MAX.from a non-wind S-R 5921 -3300 0-N 4905 -2327 Nail Schedule:0.120"x3",min.nails load case requires uplift connection.See Maximum R-Q 5893 -2669 N-M 4301 -2445 Top Chord:1 Row c 8.00"o.c. Reactions. 0-P 5893 -2669 M-L 3202 -1885 Bot Chord:1 Row I 12.00"o.c. Truss must be installed as shown with top chord up. Webs :1 Row (ig 4"o.c. Maximum Web Forces Per Ply(lbs) Use equal spacing between rows and stagger nails Webs Tens.Comp. Webs Tens. Comp. in each row to avoid splitting. A-T 4270-2548 E-O 140 -811 Special Loads T-B 617 -954 G-N 153 -767 --(Lumber Dur.Fac.=1.60/Plate Dur.Fac=1.60) B-S 1270 -515 N-H 438 -82 TC:From 32 plf at 0.46 to 32 plf at 28.50 S-C 316 -699 H-M 752 -1453 BC:From 20 plf al 0.00 to 20 plf at 28.9E CEO PROF' C-R 635 -132 M-1 1119 -511 TC:1295 lb Conc.Load at 3.80,5.80,22.41,24.41 ,<G SS D-P 374 -3132 I-L 2061 -3481 Plating Notes (��� 7li�G1NF ... 02 All plates are 3X5 except as noted. W 83294PE y Maximum Gable Forces Per Ply(Ibs) Gables Tens.Comp. Loading - U-A 959 -1655 Drifting snow load has been considered for only in plane loading as follows: OREGON Location Lu1 Lu2 Height Pd W 0.46 0.00 28.04 2.23 34.61 6.31 13 fi Where:Lui=leeward distance,Lu2=windward distance 4s `zcY 14,2°° (� Pd=max applied load,W=length of applied load. `S a(l Targ Renewal 6/30/2020 02/2l/2020 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Trues canpuienls of Oregon.Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box488 Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI a SBCA)Mr safety practices prCorneliusor to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing er BCSI.Unless noted otherwise top chord shall have properly attached structural sheathing and bottom chord shall have a properl attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63,B7 or B10Y as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' NEdrawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildings Components Group Inc.shall not be responsible for any deviation from this drawl any failure to build the .w mvwrwury truss in conformance with ANSUTPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of proTesslonar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 101 For more information see this job's general notes page and these web sites: ALPINE: www.alpineilw corn;TPI: www.tpinstorq;SBCA: www.sbcindustry.coin;ICC: www.ic safe.org Sacramento,CA 95826 SEON:72102 MONO Ply: 2 Job Number. 1219203 Cost:R 7175 JRef:1 W SX7d750013 T181 FROM:MG Oty: 1 Red Rock Creek Commons DrwNo: 052.20.1001.054150 Truss Label: AFR2 / RTT 02/21/202p --__ I 5 y 2 Complete Trusses Required 8 19'4"3 r12 T8"15 12 5'2'3 I 9'10'13 147"8 16'r4� 22'6'10 24'6"18 288" 2a'11"8 i2 4'8"11 4'8"11 d'8'11 1'11'1 3'2'7 2' 3'11.6 5 8 0.5 2 =4X5 T M1 =6X6 F ``G 72 H T B C D ELi = W2 Wd W8 W10 \\ M2 '�' A 1 --❑ �j wiz � 0 ICI S 5X5 =5X5 O .H0308 O N 82 M =4X5 .15X7 1112X4 1-- - 28'11'8 i 4'10'11 4'8'11 3'4'9 i Tel 41 11 3'27 7 4'2"14 F 410"11 9T5 r 12'11'8 1 14'4' 19'0'11 22'9'2 I 24'72i 2e16' I Ire Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Dei#CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:it PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.341 0 999 380 Loc R+ /R- I Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.535 0 649 240 S 1439 /- /- /760 /245 /150 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.058 K - - K 2832 /-1355 /- /1867 /1287 I- Des Ld: 51.00 EXP:B Kit:NA HORZ(TL):0.090 K - - Wind reactions based on MWFRS Mean Height:43.80 8 Code I Misc Criteria Creep Factor 2.0 S Brg Width=5.5 Min Req= 1.5 NCBCLL:0.00 TCOL:6.0 psf Soffit: 2.00 BCDL:4.2 f Bldg Code: IBC 2015 Max TC CSI: 0.320 K Brg Width=5.5 Min Req= 1.5 P5 Bearings S&K are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0A31 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.548 Members not listed have forces less than 375# FT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver.19.02.0213.0122.16 A-B 463-2151 E-F 1358 -3796 Lumber Wind _-- B-C 549-2975 F-G 1723 -3648 C-0 B83-14R7 G-H 1490 -2890 Top chord 2x4 DF-L#2 T2 2x8 DF-L#2; Wind loads based on MWFRS with additional C&C D-E 1358-3797 Bot chord 2x4 DF-L 2400f-2.0E member design. B2 2x4 DF-L#1&Bet.; End verticals pressure.exposed to wind Deflection Webs 2x4 DF-L#2 W 2,W4,W6,W8,W 10, pMaximum Bot Chord Forces Per Ply(Ibs) W12 2x4 OF-L Standard+DF-L Stud;M1, meets U240. Chords Tens.Comp. Chords Tens. Comp. M2 2x6 DF-L#2; Additional Notes R-Q 2226 -561 N-M 3808 -1389 Nailnote Negative reaction(s)of-1355#MAX.from a non-wind Q-P 3016 -635 M-L 3623 -1787 Nail Schedule:0.120"x3",min.nails load case requires uplift connection.See Maximum P-0 3016 -635 L-K 2766 -1450 Top Chord:1 Row @12.00"o.c. Reactions. O-N 3497 -904 Bot Chord:1 Row @12.00"o.c. Truss must be installed as shown with top chord up. Webs :1 Row @ 4•o.c. 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. A-R 2097 -427 F-M 156 -778 Special Loads R-B 107 -434 M-G 447 -84 -(Lumber Dur.Fac.=1.60/Plate Dur.Fac.=1.60) B-Q 1002 -307 G-L 451 -1131 TC:From 32 plf at 0.46 to 32 plf at 28.50 C-0 492 -493 L-H 877 -312 BC:1295 lb Conc.Load at 222.41 24.41 to 0 pit at 28.96 `���pE GPN�FFSS/o D-N 323 -754 H-K 1586 -3006 Plating Notes (2 4, F41 2 Maximum Gable Forces Per Ply(Ibs) AN plates are 3X5 except as noted. a' 83294PE 9 Gables Tens.Comp. S-A 127 -688 Loading Drifting snow load has been considered for only in plane loading as follows: OREGON Location Lu1 Lu2 Height Pd W 0.46 0.00 28.04 2.23 34.61 6.31 �4 `Ztv 14,200° tZj Where:Lu1 =leeward distance,Lu2=windward distance SS.@ ttf Tat/ ` Pd=max applied load,W=length of applied load. Renewal 6130/2020 02/21/2020 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Tress Components of Oregon,Ina **IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Bnx468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 57113 Component Safety Information,by TPI and SBCA)fer safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted o erwise,top chord shall have properly attached structural sheathing and bottom chord shall have a prope y attach€d rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE" NEdrawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIITPI 1,or for handlin shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this Chewing.,indicates acceptance of ro essiona engineeringresponsibility solely for the design shown. The suiability 8801 Folsom Blvd.,Suite 10-' and use of this awing for any structure is the responsibility of the uilding Designer per ANSI/TP!1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE'. www.alpineew.com:TPI: www.tpinstorg:SBCA: www.sbcindusiry.com:ICC', www.iccsale.org Sacramento,CA 95826 SEQN:472115 SPEC Ply: 2 Job Number. 1219203 Cust:R7175 JRef.1WSX71750013 T183 " FROM:MG a Qty: 1 Red Rock Creek Commons DrwNo: 052.20.1001.24193 1 !Truss Label: AFR3 / RTT 02/21/2020 I -- -- - --- 5 -< 2 Complete Trusses Required • 1 14 TB rT 5'2"3 9'416 11'4'6 13'516 19'4"5 19'9"6 5'2"3 4'2"3 T 21"2 I- 4'813I �5'Y 0.5 o W1 _ _ =3X5 =6X6 a3� T2 III2X4 H >¢ B 33C6 O E T m T a\ ws wil fI io 17- w W5 �W7 1 1 1 N M L K m6XSJI wtura men =3X5 --3x5 --3X5 IIISX7 r 19'9'6 1 4'1011 473 2' I 3'3"2 4'891 4'10'11 9'0-14 11'0 14 14'4" 19'0'11 1 9"8 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf In PSF) Deft/CBI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udell U# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Cc:1.1 VERT(LL): 0.242 C 981 360 Lac R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.337 C 705 240 0 1752 /-752 /- /1138 /746 /96 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.046 J - - I 1852 /-824 /- /1208 /805 /- EXP'B Kit:NA HORZ L: 0.064 J - - Wind reactions based on MWFRS Des Ld: 51.00 Mean Height:43.42 ft - -----__.. ('f ) NCBCLL:0.00 Code!Miss Criteria Creep Factor:2.0 0 Brg Width=5.5 Min Req= 1.5 TCDL:6.0 psf Soffit: 2.00 BCDL:4.2sf BldgCode: IBC 2015 Max TC CSI: 0.399 I Brg Width=- Min Req= - P Bearing 0 is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.531 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Vanes by Ld Case Max Web CSI: 0.508 Members not listed have forces less than 375# Loc.from endwall:AnyFT/RT:4(OU4(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:19.02.028.0122.16 A-B 1568-3000 D-E 1430 -2596 Lumber Wind B-C 2859-4570 E-F 1432 -2593 C-D 2762 -4355 Top chord 2x8 DF-L#2 T2 2x4 DF-L#2; Wind loads based on MWFRS with additional C8C Bot chord 2x4 DF-L#i&Bet. member design. Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 DF-L#2 W 1 2x6 DF-L#2;W3,W 5.W7, Left end vertical exposed to wind pressure. Chords Tens.Comp. Chords Tens. Corm W 9 2x4 DF-L Standard+DF-L Stud; Deflection meets U240. P W 11 2x8 DF-L#2; N-M 3084-1616 L-K 4303 -2737 Right end vertical not exposed to wind pressure. • Nailnote M-L 4660-2940 K-J 2444 -1329 • Nail Schedule:0.120"x3",min.nails Top Chord:1 Row @10.75"o.c. Maximum Web Forces Par Ply(Ibs) • Bot Chord:1 Row @12.00"o.c. Webs Tens.Comp. Webs Tens. Comp. Webs :1 Row @ 4"o.c. • Use equal spacing between rows and stagger nails 0-A 395 -850 C-L 671 -595 I in each row to avoid splitting. A-N 2759-1468 L-D 403 -434 N-B 295 -413 D-K 1470 -1923 Special Loads B-M 1577-1304 K-F 946 -634 • -(Lumber Dur.Fac.=1.60/Plate Dur.Fac=1.60) M-C 440 -454 F-J 1404 -2519 TC:From 32 plf at 0.46 to 32 p11 at 19.78 BC:From 20 plf at 0.00 to 20 pit at 19.78 �� so PROF `rS TC:1295 lb Conc.Load at 9.22,11.22 R F Loading 0�5 k-�G 1 N FF,�, py Drifting snow load has been considered for only Ct 8329aPE y in plane loading as follows: Location Lut Lu2 Height Pd W - 0.46 0.00 20.00 2.23 34.61 4.02 Where:Lut=leeward distance,Lu2=windward distance Pd=max applied load,W=length of applied load. OREGON Additional Notes p(, VLr 14,200° Qr Negative reaction(s)of-824#MAX.from a non-wind *sell T a nc� load case requires uplift connection.See Maximum Reactions. Renewal 6/30/2020 Truss must be installed as shown with top chord up. 02/21/2020 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Tans components of Oregon.Inc. 'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fab icati hhendl' shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and'SBCA)nor safety practices prior to performing these functions. Installers shall provide temporary (503)357-2116 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro ally attached rl id ceiling. Locations shown for roermanent lateral restraint of webs shall have bracinaiins ailed per BCSI s�dions 63,B7 or B10 as applica A piplates to each face o truss and position as shown above and on the Join etas s, unless note otherwise. Refer to' A LPI N En. drawings 1 A-Zpfor standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the q,,,n.,COMPANY truss in conformance with ANSI/I PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page.. listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitbility 8801 Folsom Blvd.,Suite 10: and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE: www.aI pin eilw.com;TPI: www.tpinst.orq;SBCA: wwwsbcindustry.com;CC: www.iccsafe.org Sacramento,CA 95826 SEQN:72125 SPEC Ply: 2 Job Number. 1219203 Cost R7175 JRef:1 W SX71750013 T175 FROM:MG Qty: 2 Red Rock Creek Commons DrwNo: 052.20.1602.30030 Truss Label: AFRO I RTT 02/21/20i3O - 5 2 Complete Trusses Required 5'2"3 9'10"13 13'5'8 I 14'7'6 19'4'3 _I 21'4"3I 23'4'4 5'2'3 4'8"11 3'6'10 1'2'I 4'8'11 2' 2'0 1 T - 0.5 12 1 .--- =-4X5 T2 W1 X5 w6X6 - F liken 3X5 G 1111.5X4H -3X_ - C D E ^' A B T W9 11 W13 r� W3 W5 W7 �� it 1 F11 \ 1 P� 0 N M L K J $I w5X5 w4X5 a 3X5 =3X5 =3X5 =3X5 w4X5 III3X7 Ill1.5X4 1 23'4"4 A 4'1091 2'5"9 2'3'1 4'8"11 4'8'11 11" 2' 2'3"9 4'10'11 I T4"4 I 9'7'S I 14'4" I 19'0'11 I 21'0'11 23'4'4 Loading Criteria(pat) Wind Criteria Snow Criteria(Pg,Pf In PSF) DefYCSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pt:21.2 Ce:1.1 VERT(LL): 0.181 C 999 360 Loo R+ /R- I Rh _ /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.255 C 999 240 p 1154 /- /- /613 /206 /129 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.036 I - - I 2848 /-1633 /- /1925 /1448 /- EXP:B Kzt:NA Des Ld: 51.00 HORZ(TL):0.053 I - - Wind reactions based on MWFRS Mean Height:43.50 ft P Width=5.5 Min NCBCLL:0.00 Code I Misc Criteria Creep Factor:2.0 Brg Req= 1.5 TCDL:6.0 psf I Br Width=3.8 Min Req 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.264 9 = 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.440 Bearings P& are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ftRep Fac:Vanes by Ld Case Max Web CSI:0.310 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Camp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.19.02.0216.0122.16 A-B 390-1664 D-E 716 -2499 Lumber Additional Notes B-C 422 -2121 E-F 1130 -2238 C-D 716 -2499 F-G 881 -1526 Top chord 2x4 DF-L#2 T2 2x8 DF-L#2; Negative reaction(s)of-1633#MAX.from a non-wind Bot chord 2x4 DF-L#2 load case requires uplift connection.See Maximum Maximum Bot Chord Forces Per PlyIbs Webs 2x4DF-L#2W12x6DF-L#2;W3,W5,W7,W9, Reactions. ( ) W 11,W 13 2x4 DF-L Standard+DF-L Stud; Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens._Comp. Sonnets0-N 1719 -437 L-K 2513 -740 N-M 1719 -437 K-J 2274 -1170 Nail Schedule:0.120"x3",min.nails M-L 2143 -457 J-I 1405 -838 Top Chord:1 Row (g12.00"o.c. Bot Chord:1 Row @12.00"o.c. Webs :1 Row @ 4"o.c. Maximum Web Forces Per Ply fibs) Use equal spacing between rows and stagger nails Webs Tens.Comp. Webs Tens. Comp. in each row to avoid splitting. P-A 101 -548 E-K 186 -899 Special Loads A-O 1616 -335 F-J 444 -1106 ---(Lumber Dur.Fac..1.60/Plate Dur.Fac=1.60) B-M 654 -245 J-G 821 -315 TC:From 32 plf at 0.46 to 32 pH at 23.35 C-L 378 -516 G-1 1161 -1945 BC:From 20 elf at 0.00 to 20 plf at 23.35 TC:1295 lb Conc.Load at 19.20,21.20 ��e PROF-FS Loading 'C S, Drifting snow load has been considered for only C.9 ��G(fV E 4/ O.y in plane loading as follows: IL 83294PE 9 Location Lul Lu2 Height Pd W tr !- 0.46 0.00 22.90 2.23 34.61 4.85 Where:Lu1=leeward distance,Lu2=windward distance Pd=max applied load,W=length of applied load. Wind OREGON Wind loads based on MWFRS with additional C&C p4, �Lr 14,213 er member design. *sell Tan4 End verticals exposed to wind pressure.Deflection meets U240. Renewal 6/30/2020 02121/2020 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating handling,ship Ing,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97/13 Component Safety Information,by TPI and'SI CA)for safe practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per SCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bolt m chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracinginstalled per BCSIsections B3,B7 or 10, as applicable. App plates to each face,of trussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positons. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the .. truss in conformance with ANSI, PI 1,or for handling,shippin ,installation and bracing of trussesA seal on this drawing or cover paste °listingthis drawing,Indicates acceptance of ro essiona engineering responsibility solely for the design shown. The suitability and se of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10' For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com',TPI'. www.tpinst.orq SBCA: www.sbcindustry.corn:ICC: www.iccsafe.orq Sacramento,CA 95826 SEQN:Z 2132 SPEC Ply: 2 Job Number: 1219203 Cost R 7175 JRef:1 W SX71750013 T184 ' FROM:MG . Qty: 1 Red Rock Creek Commons DrwNo: 052.20.1003.09070 Truss Label: AFRS I RTT 02121/2020 I 5 s 2 Complete Trusses Required F 91e•12 ITS r9' I 194ro IrI1 Ir I 319 is i s an-11 23uv a4, o.s 1v =3x5 yx5 12 MET w1 a4xs +a3C s p a3Es '7'z 6 H S T A e WI, 6 W w WT Ws T - wit W13 H 1 ��LL 1 �d .4Xs 3is =3%5 ryq g3%5 asxssJ Oren =H0308 I 2T4'4 j 9'1.8 T11ro 1444,, 1'e•5 4R91 4T11 4'3ro I 3.1.9 I e1• I T4.411 11I 9•/-s I 144' I 190.11 ! 23'C4 I 881 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,PI in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCOL: 16.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.311 E 900 360 Loc R+._ I R- (Rh /Rw Ill IRL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.455 E 615 240 R 2381 /-1195 /- /1579 11114 /257 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.066 J - - J 1409 /-194 /- /842 /365 I- EXP:Des Ld: 51.00 B Kzt:NA HORZ(TL): 0.097 J - - Wind reactions based on MWFRS Mean Height:43.50 ft Code/Rise Criteria Creep Factor:2.0 R Brg Width=5.5 Min Req= 1.5 NCBCLL:0.00 TCDL:6.0 psf J Brg Width=3.8 Min Req= 1.5 Soffit: 2.00 BCDL:4.2 sf Bldg Code: IBC 2015 Max TC CSI: 0.413 P TPI Std: 2014 Max BC CSI: 0.800 Bearings R&J are a rigid surface. Load Duration:1.15 MW FRS 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:0.463 Members not listed have forces less than 375# Loc.from endwall:AnyFT/RT:4(Op4(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.19.02.028.0122.16 A-B 1588-290(3 E-F 1139 -2959 --- -- B-C 2653-4825 F-G 1140 -2954 Lumber Wind C-D 2949-5142 G-H 429 -1402 Top chord 2x8 DF-L#2 T2 2x4 DF-L#2; Wind loads based on MWFRS with additional C&C D-E 2400-4665 Bot chord 2x4 DF-L#2 member design. Webs 2x4 DF-L#2 W 1 2x6 DF-L#2;W 3,W 5,W7,W 9, End verticals exposed to wind pressure.Deflection Maximum Bot Chord Forces Per Ply(Ibs) W11,W13,W152x4DF-LStandard+DF-LStud; meetsUcals 240. Chords Tens.Comp. Chords Tens. Comp. Nailnote Additional Notes R-Q 739 -842 N-M 5154 -2942 Nail Schedule:0.120"x3",min.nails Negative reaction(s)of-1195#MAX.from a non-wind Q-P 3f 77-1661 M-L 4538 -2289 Top Chord:1 Row @12.00"o.c. load case requires uplift connection.See Maximum P-O 4982 -2968 L-K 2864 -1090 Bot Chord:1 Row @ 12.00'o.c. Reactions. O-N 4982 -2968 K-J 1308 -392 Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails Truss must be installed as shown with top chord up. in each row to avoid splitting. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Special Loads -(Lumber Dur.Fac.=1.60/Plate Dur.Fac=1.60) R-A 602 -1160 D-M 821 -760 TC:From 32 pH at 0.46 to 32 pH at 23.35 A-Q 2782-1528 M-E 590 -568 BC:From 20 pH at 0.00 to 20 pH at 23.35 Q-B 420 -674 E-L 1296 -1867 TC:1295 lb Conc.Load at 6.23,8.23 B-P 1965-1301 L-G 588 -370 51 583 Plating Notes ��REO PROpFss C-N 877 -533 K-H P-C 574 -796 G-K 7652 �253 ("")1 plate(s)require special positioning.Refer to 0,5 act 1 N F ., 'OZ N-D 342 -542 H-J 439 -1458 scaled plate plot details for special positioning kI 83294PE 9 requirements. IY '- Loading Drifting snow load has been considered for only in plane loading as follows: OREGON Location Lul Lu2 Height Pd W 0.46 0.00 22.90 5.23 38.03 4.41 /3 'le 2o t a, o`' Where:Lul=leeward distance,Lu2=windward distance I. Pd=max applied load,W=length of applied load. `S e l( Tan Renewal 6130/2020 02/2I/2020 'WARNING' READ 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 B7113 Component Safety Information,by TPI and SBCA)f5'r safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracingper BCSI.Unless noted oytherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attachd rigid ceiling. Locations shown for permanent lateral restraint Of webs shall have bracinginsalled per BCSI sections B3,B7 or B10, as applicable. App plates to each face oft truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the Ni rtw COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesAseal on this drawing or cover pa listing ths drawing,indicates acceptance of roTessional engineering responsibility solely or the design shown. The suability 8801 Folsom Blvd.,Suite 10' and use of this awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE: www.alpineitw.com:TPI', Www.tpinstorg:SBCA: W Ww.sbcindustry.corn;ICC: wwW.icoaale.org Sacramento,CA 95826 SEQN:72140 SPEC Ply: 2 Job Number: 1219203 Cast R7175 JRef:IWS)91750013 T135 FROM:MG Qty: 1 Red Rock Creek Commons DrwNo: 052.20.1'003.41813 Truss Label: AFR6 __i / RTT 02/21/2020 I _... 5 5 2 Complete Trusses Required c.rr 18 5'2'3 mare 124•e I a'r•� 174'5 11gvs 5T3 575 7 iT 4'9.15 soh 0.5 1v t ' s x a3O E F III%OH e �.�- T T 1 �MMMIMM N . w11 t N -er9J1 NUT =4x5 -3M[5 .355 e455 11ex5 A. 1975 A. 41711 1 5T5 I T I 77 4'6.11 4'1P11 tet• 17? 14'4' 19711 Loading Criteria(par) Wind Criteria Snow Criteria(Pg.Pf in PSF) D.IVCSI Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.233 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.325 C 731 240 0 1620 /420 /- /1039 /646 /233 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.044 J - - I 1984 /-956 /- /1308 /905 I- EXP:B Kzt:NA Des Ld: 51.00 HORZ(TL): 0.061 J - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:43.42 6 Code/Miss Criteria Creep Factor:2.0 0 Brg Width=5.5 Min Reg= 1.5 TCDL:6.0 psf I BrgWidth=- Min Req 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CS!: 0.394 =- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.506 Bearing 0 is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.543 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:4(Op4(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 VIEW Ver.19.02.028.0122.16 A-B 1352-2800 D-E 1632 -2800 Lumber Wind B-C 2735-4438 E-F 1634 -2798 C-D 2663-4172 Top chord 2x8 DF-L#2 T2 2x4 DF-L#2; Wind loads based on MWFRS with additional C&C Bot chord 2x4 DF-L#1&Bet. member design. Webs 2x4 DF-L#2 W1 2x6 DF-L#2;W3,W5,W7, Maximum Bot Chord Forces Per Ply(ibs) • Left end vertical exposed to wind pressure. • W9 2x4 DF-L Standard+DF-L Stud; Deflection meets U240. Chords Tens.Comp. Chords Tens. Comp. W 11 2x8 DF-L#2; O-N 706 -807 L-K 4117 -2641 Right end vertical not exposed to wind pressure. Nallnote N-M 2858-1395 K-J 2615 -1505 M-L 4499 -2807 Nail Schedule:0.120-x3",min.nails Top Chord:1 Row @10.75"a.c. Bot Chord:1 Row @12.00"o.c. Maximum Web Forces Per Ply(Ibs) Webs :1 Row @ 4"o.c. Webs Tens.Comp. Webs Tens. Comp. Use equal spacing between rows and stagger nails _- -- in each row to avoid splitting. O-A 328 -780 C-L 633 -618 A-N 2600-1280 L-D 418 -429 Special Loads N-B 264 -375 D-K 1299 -1698 -(Lumber Dur.Fac=1.60/Plate Dur.Fac=1.60) B-M 1625-1381 K-F 1118 -769 TC:From 32 plf at 0.46 to 32 plf at 19.78 M-C 401 -368 F-J 1583 -2691 BC:From 20 plf at 0.00 to 20 plf at 19.78 PROF TC:1295 lb Conc.Load at 10.23,12.23 �GFI� FrSS Loading ��� �G1N ... /GZ Drifting snow load has been considered for only La/ 83294PE 'D in plane loading as follows: LC •,,,./- Location Lu1 Lu2 Height Pd W 0.46 0.00 20.00 5.23 34.65 4.02 Where:Lu1 =leeward distance,Lu2=windward distance Pd=max applied load,W=length of applied load. \\.........:REGON.....)Additional Notes 13 r 1a zoo"Negative reaction(s)of-956#MAX.from a non-wind 4` '9 �) -�ah load case requires uplift connection.See Maximum Reactions. Renewal 6/30/2020 Truss must be installed as shown with top chord up. 02/21/2020 """WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon.Inn IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabri1ating hI1endlino�,•shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,byTPI and�SBCA)few safety practices prior to performing these functions. Installers shall provide temporary (6031357-2118 Ex( bracingper BCSI.Unless noted o herwise,top chord shall(lave properlyattached structural sheathingand bottom chord shall have a propelr attachd rigid ceiling. Locations shown for permanent lateral restraint Of webs shall have bracing insalled per BCSI sections B3,67 or B10Y as applicable. Appl plates to each face of truss and position as shown above and on the Joint"Details, unless noted otherwise. Refer to ALPINE' NEdrawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Compon nts Group Inc.shall not be responsible for any deviation from this drawing,an failure to build the wmwrwPury truss in conformance with ANSI/IP! 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or Apver page, listingthis drawing,Indicates acceptance of pro esslona engineering responsibility solely for the design shown. The suability and se of this dawing for any structure is the responsibiity of the Building Designer per ANSIITP!1 Sec.2. 8801 Folsom Blvd.,Suite 10i For more information see this job's general notes page and these web sites: ALPINE: www.alpinehw.com;TPI: www.tpinst orb,SBCA: www.sbcinduatry.com;ICC: www.iccsafe.org Sacramento,CA 95826 SEON:70639 MONO Ply: 2 Job Number: 1219203 Gust:R 7175 JRet:1 W5X71750013 T61 n FROM:MG . City: 1 Red Rock Creek Commons DrwNo: 052.20.1117.16940 Truss Label: AGR / RTT 02/21/2020 I 5 a 2 Complete Trusses Required 1 19'4"3 I 2'9" 1 5'2"3 + 9'1093 I 147"8 I 1673 I ' " 24'0"13 1 28'11"8 523 48"11 4'8"11 1'11"11 4'8"11 4'10'11 0.5 12 03X5 T =3X5 B =3X5 C D =-E5 = Q-HW13 t Zr co T AWlri \ 1 I -i rLi wz ] l -5X7 =5X5 =3X5 w5X5 =3X5 =3X5 m 3X5 III4X8 JS III 3X10 A 28'11'8 A. 4'10'11 4'8"11 3'4"3 1'4" 4'891 4'8'11 5'2"3 4'10'11 97"5 12'11"8 I 14'44 19091 I 23'9"5 1 26'11"8 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in be Udefl U# ' Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.320 M 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.582 M 596 240 a 1744 /- /- I- /912 1- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.037 J - - S 1744 /- 1- I- /851 1- Des Ld: 51.00 B Kzt.NA HORZ(TL): 0.067 J - - Wind reactions based on MWFRS Mee NCBCLL:0.00 Mean Height:43.60 fl TCDL:6.0 Code I Mite Criteria Creep Factor:2.0 Q Brg Width=5.5 Min Req= 1.5 psf S Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.390 Bearings O&S are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.737 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Vanes by Ld Case Max Web CSI: 0.699 Members not listed have forces less than 375# P 9 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:4(0N4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.19.02.0213.0122.16 A-B 1458-2760 D-E 1598 -3132 Lumber Additional Notes B-C 2015-3840 E-F 1597 -3129 C-D 2035-3890 F-G 930 -1869 Top chord 2x4 DF-L#2 Truss must be installed as shown with top chord up. Bot chord 2x6 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud:W 1, Maximum Bot Chord Forces Per Ply(lbs) W13 2x6 DF-L#2;W2 2x4 DF-L#2; Chords Tens.Comp. Chords Tens. Comp, Nailnote P-O 2839 -1496 M-L 3853 -2012 O-N 3859 -2023 L-K 3061 -1559 Nail Schedule:0.120"x3",min.nails N-M 3859-2023 K-J 1771 -881 Top Chord:1 Row ©12.00"o.c. BolChord:1 Row 00"o.c. Webs 4" :1 Row © 4"o.c. Maximum Web Forces Per Ply(lbs) Use equal spacing between rows and stagger nails Webs Tens.Comp. Webs Tens. Comp. in each row to avoid splitting. O-A 414 -794 L-F 448 -249 Special Loads A-P 2680-1417 F-K 688 -1334 -(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) P-B 205 -426 K-G 701 -359 TC:From 56 plf at 0.46 to 56 plf at 28.50 B-0 1039 -539 G-J 950 -1909 BC:From 10 pH at 0.00 to 10 plf at 28.96 D-L 447 -781 BC: 116 lb Conc.Load at 2.06,4.06,6.06,8.06 p PROP 24.90,26.9014.08,14.90,16.90,18.90,20.90,22.90 \y��p,E G(N� "4.e, Loading (L0 83294PE�� y Drifting snow load has been considered for only IC ......- in plane loading as follows: Location Lu1 Lu2 Height Pd W 0.46 0.00 28.04 2.23 34.61 6.31 Where:Lul=leeward distance,Lu2=windward distance ' Pd=max applied load,W=length of applied load. ,p SLY 14 Wind 4S Wind loads and reactions based on MWFRS. Sell Tarp End verticals exposed to wind pressure.Deflection Renewal 6/30/2020 meets U240. 02/21/2020 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.eon 488 Trusses require extreme care in fabricating,handling.,shipping,installing and bracing.,Refer to and follow the latest edition of BCSI(Building comets OR 97113 Component Safety Information,byTPI and SBCA)f safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have property attached structural sheathin and bottom chord shall h v a pro r l attached n id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing ins�alled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 160A-Z for sandard plate positions. ALPINE truss a c with, Build'In PI 1,or h Group Inc.shallinnot be installation nb for any deviation from thiso drathis inawin failure tv r page the ♦„mx,nmw„, truss inconformance with aces 1, for handling,shipping,!n gi eerin and spans Il ytrussesA seal this drawing g or cover pa e. listingand drawing,indicates for acceptance yur os responsibility engineering.th nf� responsibility solely prfor the design shown. The suit-ability 8801 Folsom Blvd.,Suite 10i and use of this drawing for any structure is the responsl611aygof the Building Designer pe ANSUTPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.orq;SBCA: www.sboindusby.com;ICC'. www.icrsafe.orq Sacramento,CA 95826 SEQN:63439/ SPEC Ply: 2 Job Number: 1219203 Cast:R7175 JRef:1WSXX1750013 T11l FROM:MG Qty: 1 Red Rock Creek Commons DrwNo: 051.20.1242.42302 Truss Label: AGR1 BFR / RTT 02120/20420 - __ 5 5 2 Complete Trusses Required 3'3.4 5.15* 104•8 1 13'51 I 14.4.9 15.8• 275• 23'474 374 2'8.12 49.8 3'0.15 11'1 4.1.8 3.11` 114 85 '? IH.5x4 WI =3X5 .H03084�L5 g X10 T2 rs{Xp I *.rX1 m3%10 �F.YOS o E F -T � A a T w13 k l!� w5 W1 \�� W11 L W15 'i 1 I!J _®71 1 R P O N M L N J =3610 3610 =550514 NCO sz =4X5 =Urn me Ie3X7 wan I 23'4'4 ` 2'8•12 I 25.4 1'11.4 28.12 4• 4• I 3'107 I rr1 21r12 SB- TdI '1 10'1' 16'1' 1B'1• 21'11.8 239-'.2- Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf In PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 16.00 Speed; 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.660 D 424 360 Loo R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 1.017 D 275 240 R 4243 /- /- /2216 /1267 /5725 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(TL): 0.127 J - - J 7954 /-802 /- /3578 /3013 /- Des Ld: 51.00 EXP:B Kzt:NA HORZ(TL):0.195 J - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean H 0 43.50 ft TCDL:6.0 psfCode I Misc Criteria Creep Factor:2.0 R Brg Width=5.5 Min Req= 2.3 Soffit: 2.00 Bldg Code: IBC 2015 Max TC CSI: 0.873 J Brg Width=3.8 Min Req= 3.8 BCDL:4.2 psf Bearings R&J are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 WI Std: 2014 Max BC CSI: 0.949 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.972 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE,18SS,HS VIEW Ver:19.02.02.0109.12 A-B 1367-4416 E-F 3896-10533 B-C 2526-7906 F-G 2778 -7444 Lumber Loading C-D 3934-10991 G-H 847 -2264 Top chord 2x4 DF-L 2400f-2.OE Truss transfers a maximum horizontal load of D-E 3896-10535 T2 2x4 DF-L#1&Bet.; 5723#( 250.00 plf)along top chord,from either Bot chord 2x4 DF-L#1&Bet. direction,to supports where indicated.Diaphragm and Maximum Bot Chord Forces Per Ply 2x4 DF-L 2400f-2.0E; connections are to be designed by Engineer of Record. (Ibs ) Webs 2x4 DF-L#2 W1 2x6 DF-L#2;W3,W5,W7,W9, Drag Loads:Force(#) (PLF) Mbr Start End Chords Tens.Comp. Chords Tens. Comp. W 11,W 13,W 15 2x4 DF-L Standard+DF-L Stud; Case 1: 5723 250.00 TC 0.46 23.35 5723 BC 0.00 R-O 2881 -2779 N-M 11109 -4007 Nallnote Drifting snow load has been considered for only Q-P 4788-1476 M-L 10435 -3879 Nail Schedule:0.120"x3",min.nails in plane loading as follows: P-O 8136-2624 L-K 7172 -2693 Top Chord:1 Row @ 4.50"o.c. Location Lu1 Lu2 Height Pd W 0-N 8136-2624 K-J 1857 -709 Bot Chord:1 Row @ 7.25"o.c. 0.46 0.00 22.90 5.23 38.03 4.41 Webs :1 Row @ 4"o.c. Where:Lul=leeward distance,Lu2=windward distance Maximum Web Forces Per Ply(Ibs) Use equal spacing between rows and stagger nails Pd=max applied load,W=length of applied load. Webs Tens.Comp. Webs Tens. Comp. in each row to avoid splitting. - - R-A 626-2068 D-M 172 -760 Special loads A-Q 4607-1419 M-F 574 -82 -(Lumber Dur.Fac.=1.15/Plate Dur.Fac=1.15) Q-B 552-1732 F-L 1227 -3337 TC:From 82 plf at 0.46 to 82 plf at 23.35 B-P 3561 -1200 L-G 1835 -577 BC:From 20 plf at 0.00 to 20 plf at 23.06 Ep PROp P-C 517-1229 G-K 2091 -5562 TC: 350 lb Conc.Load at 10.23,14.23,18.23,22.23 � FS BC: 911 lb Conc.Load at 5.69 '� S� C-N 3004 -1380 K-H 3050 -1042 BC: 548 lb Conc.Load at 10.23 �.� �_AGM FF� % N-D 656 -759 H-J 1686 -4416 BC: 525 lb Conc.Load at 14.23 BC: 650 lb Conc.Load at 18.23 et e/' 63z9aPE BC: 810 lb Conc.Load at 22.23 Wind OREGON Wind loads and reactions based on MWFRS. A End verticals exposed to wind pressure.Deflection (j ICY 14,200- (� meetsU240. % Seq Tang Additional Notes Uplift connections required.See uplifts in R-and U Renewal 6/30/2020 columns of Maximum Reactions table. 02/21/2020 "*WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box 468 Trusses require extra a care in fabricating,handlin shipping,installing and bracing. Refer to end 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 prgvide temporary' (583)357-2118 Fxt bracing per BCSI.Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a procece attached rigid ceiling. Locations shown for anent lateral restraint of webs shall have bracinginstalled per BCSI sections 83,B7 or B10, as applicable. App plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. R2eferto ALPINE' drawings 160A-Z for sandard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µ,,,.mP,,,,.l „ truss in conformance with ANSI/TPt 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page • listing this drawing,indicates acceptance of prOtessions engineering responsibility solely for the design shown. The suitability and use of this awing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 107 For more information see this Job's general notes page and these web sites.: ALPINE: www.alpineitw.wm;TPI: www.tpinsi org:SBCA: www.sbcindusiry.com;ICC: www.icosafe.org Sacramento,CA 95826 • SEQN:72136 SPEC Ply: 2 Job Number: 1219203 Cunt:R 7175 JRef:1 WSX71750013 TS3 • , FROM:MG Qty: 1 Red Rock Creek Commons DrwNo: 052.20.1013.06707 Page 1 of 2 Truss Label: AGR2 I RTT 02/21/2020 S < 2 Complete Trusses Required 188 adsI^ 33ss'aP e24 s7aro I 1z0'd'8I 13a158 1us I ' I23'41'4 4'1'8 311 11't 0.5 iv 3e =4X5 111.5x4 WI = =3x3 z9% >:N 5 OF+O '3 N=3%10 T2 I J A 9 C 0 E T ��rjt • w/5 1. isemeamt ®r- I �� la wit W13 ,Aryl MN T - 3 R CIP 0 52 N M L 11132 ) =330514 -) -3N5 =WO -4X5 H13x10 A 23'6'4 i 3'1' i 2111 i 1T12 (, 1'11 4 i d' 4' I 3'11'8 i I0' 3'1' 8tl'8 real ivy 14'1' 1C1' 229'8 23712 �m� �.3.I'8 Ci'12 23'4.4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf In PSF) DeflICSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.634 E 442 360 Loc R+ /R- I Rh /Rw /U /RI_ BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.864 E 324 240 T 3816 /-583 /- /1475 /1434 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.133 K - - K 6981 1-1775 I- /3197 /3395 I- EXP:Des Ld: 51.00 B Kzt:NA HORZ(TL): 0.182 K - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:43.50 ft Code I Miss Criteria Creep Factor:2.0 r9Reg= 0 T B Width=5.5 Min 2. TCDL:4.2 psf Soffit: 2.00 BCDL:4.2 psf BldgK Brg Width=3.8 Min Req=3.8 Code: IBC 2015 Max TC CSI: 0.795 Bearings T&K are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 WI Std: 2014 Max BC CSI: 0.882 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.864 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:4(0)14(0) Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,18SS,HS VIEW Ver:19.02.0213.0122.16 A-B 1836-4721 E-F 4437 -9332 Lumber Loading B-C ft2i2-7962 F-G 4437 -9329 C-D 4073-9295 G-H 3133 -6528 Top chord 2x8 DF-L#2 T2 2x4 DF-L#18Bet.; Drifting snow load has been considered for only D-E 4731-10292 H-I 955 -1992 Bot chord 2x4 DF-L#18Bet. in plane loading as follows: B2 2x4 DF-L 2400f-2.0E; Location Lu1 Lu2 Height Pd W Webs 2x4 DF-L#2 W 1 2x6 DF-L#2;W3,W5,W7,W9, 0.46 0.00 22.90 5.23 38.03 4.41 Maximum Bot Chord Forces Per Ply(Ibs) W 11,W 13,W 15,W 17 2x4 DF-L Standard+DF-L Stud; Where:Lu1=leeward distance,Lu2=windward distance Chords Tens.Comp. Chords Tens. Comp. Pd=max applied load,W=length of applied load. Nallnote S-R 4904-1914 O-N 10363 -4806 R-Q 8139-3360 N-M 9197 -4398 Nail Schedule:0.120"x3",min.nails Wind Q-P 8139-3360 M-L 6280 -3036 Top Chord:1 Row @ 5.50"o.c. Wind loads and reactions based on MWFRS. Bot Chord:1 Row @10.00"o.c. P-O 9486-4179 L-K 1629 -BOO End verticals exposed to wind pressure.Deflection Webs :1 Row @ 4"o.c. meets L/240. Use equal spacing between rows and stagger nails Maximum Web Forces Per Ply fibs) in each row to avoid splitting. Webs Tens.Comp. Webs Tens. Comp. Special Loads T-A 713-1874 O-E 771 -538 -(Lumber Dur.Fac.=1.60 I Plate Dur.Fac=1.60) A-S 4526-1763 E-N 1117 -1542 TC:From 32 plf at 0.46 to 32 off at 23.35 S-B 454 -1068 N-G 896 -385 BC:From 20 plf at 0.00 to 20 pif at 23.35 e0 PROp B-R 3337-1460 G-M 1411 -2977 BC:1575 lb Conc.Load at 1 lb Conc.Load at 10.25.63,14.23,18.23,22.23 ��R FSs R-C 642-1042 M-H 1669 -655 BC: 400 lb Conc.Load at 10.23 .� G 11 �O C-P 1447 -996 H-L 2357 -4860 BC: 525 lb Conc.Load at 14.23 (V� 83294PE�� 9 D-O 1208 -9805 I-K 1903 -3874� BC: 650 lb Conc.Load at 18.23 BC: 810 lb Conc.Load at 22.23 �r Plating Notes All plates are 4X8 except as noted. O R EGO N (")2 plate(s)require special positioning.Refer to o, t scaled plate plot details for special positioning 4 'lLLy 14,20 ,co requirements. est?11 Tan Renewal 6130/2020 02/21/2020 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Tess 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 Cornelus OR 97113 Component Safety Information,by TPI and SBCA)Tier safety practices prior to performing these functions. Installers shall provide tempora (503)357-2118 Ext bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a grope attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 91 as applicabl A ply plates to each face of truss and position as shown above and on the Joint"Details, unless noted otherwise. Defer to ALPINE' drawings 160A-Z for sandard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µ„11.0a•9,,,, truss in nt rmance with ANSI/TPI PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this rawing indicates acceptance of prooesslonal engineering responsibility solely for the design shown. The suitability and use o this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10' Sacramento.CA 95826 For more information see this job's general notes page and these web sites: ALPINE: www.alpineilw.com:TPI: www.tpinst.org:SBCA: www.sbcindushy.com;ICC. www.iocsale.org SEON:72136 SPEC Ply: 2 Job Number: 1219203 Cuet:R 7175 JRef:1 W SX71750013 T63 FROM:MG Oty: i Red Rode Creek Commons DrwNo: 052.20.11313.0e707 Page 2 of 2 Truss Label: AGR2 / RTT 02/2112020 Additional Notes Negative reaction(s)of-1775#MAX.from a non-wind load case requires uplift connection.See Maximum Reactions. Truss must be installed as shown with top chord up. • ��� O PROpSSS c-. ��G 1 N EFL /0 IA 83294PE 9 OREGON 4 �Ly 14,2000 tl� SSell Tangs Renewal 6/30/2020 02/21/2020 "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.Box468 Trusses require extreme care in fabricatin ,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Buildin Codes OR 97113 Component t Safety Information,by TPI and SBCA)f safety practices prior to performing these functions. Installers shall provide tempora (503)357-2118 Eta bracing per SCSI.Unless noted otherwise top chord shall have properly attached structural sheathing and bottom chord shall have a props_y attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B1U, /41164. as applicable. A pTy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,, truss in conformance with ANSI/TPI 1,or for handlin shipping,instpllation and bracing of trussesA seal on this drawing or cover page listingthis drawing indicates acceptance of pro esslona engineering responsibility solely for the design sho . The su bility 8801 Folsom Blvd.,Suite 10� and Use of this drawing for any structure Is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. - For more information see this job's general notes page and these web sites:ALPINE: se n.alpineitw.com;TPI: www.tpinst.org:SBCA: wwwsbdndueey.com;ICC: www.icosefe.org Sacramento,CA 95826 SEON:72111 FLAT Ply: 1 Job Number: 1219203 Cust R7175 JRef:1WSX71750013 7176 " FROM:MG ` Qty: 1 Red Rods Creek Commons DrwNo: 052.20.1014.04760 Truss Label: AGR3 / RTT 02/21/2020 -, 5" 2'10" 3'1I"4 5" 2'5" 3"4 =3X5 III1.5X4 AB CD T 1i fn lVI WI Ii1\ I 'y HG FE 1111.5X4 w4X5 • C 3'1"4 2'5" 2'8"4 . "5"� 3" '3'1"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pt 21.2 Ce:1.1 VERT(LL):-0.001 H 999 360 1.0c R+ 1 R- /Rh /Rw /U I RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):-0.003 H 999 240 H 1287 /- I- I- /518 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 C - - E 882 I- 1- 1- /341 /- EXP: Des Ld: 51.00 B Kzt:NA HORZ(TL):0.000 C - - Wind reactions based on MWFRS Mee Mean Heigigh:43.82 ft Code/Misc Criteria CreepFactor:2.0 H Brg Width=- Min Reg=- NCBCLL: 10.00 TCDL:4.2 psf E BrgWidth= Min Re Soffit: 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.168 - q=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.812 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: 0.051 Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Vet:19.02.02B.0122.16 Lumber Top chord 2x4 DF-L#2 Bot chord 2x8 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud: Special Loads -(Lumber DurFac.=1.15/Plate Dur.Fac.=1.15) TC:From 82 pU at 0.00 to 82 pIt at 3.10 • BC:From 20 plf at 0.00 to 20 pU at 3.10 1 1 BC:1852 lb Conc.Load al 1.24 Loading Bottom chord checked for 10.00 psf non-concurrent live load. Purling The TC of this truss shall be braced with attached spans at 24"oc in lieu of structural sheathing. pep PROI . Wind 4. ss Wind loads and reactions based on MWFRS. O4g �•LGINF 4 i94 End verticals exposed to wind pressure.Deflection L 88294PE 9 meets L/240. /�. Additional Notes Truss must be installed as shown with top chord up. OREGON I) c wLy 14,20 0 Waal,Tan' Renewal 6/30/2020 02/21/2020 "WARNING" READ 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,installin9,and bracing. Refer to and follow the latest edition of BCSI(Buildingg Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fb'safety practices p71or to performing these functions. Installers shall provide terhporary (503)357-2110 Ern i bracingpier BCSI.Unless noted ollherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a props y attachd ri id ceilin Locations shown for permanent lateral restraint of webs shall haveb cin installed r BCSI sections B3,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on he Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW B itdin ?mpon ntss Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the w w.u. truss in conformance with ANSITTPI 1,or r handling,shipping, um pping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of roiesslonai engineeringresponsibility solely for the design shown. The sultability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 5901 Folsom Blvd.,Suite 10i acramento,CA 95826 For more information see this lob's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.orq:SBCA'. www.sboindustry.com;ICC: www.iccsafe.org S SEQN:72120 SPEC' Ply: 1 Job Number. 1219203 Cust:R 7175 JRef:1WSxi1750013 T17713 FROM:MG Qty: 1 Red Rock Creek Commons DrwNo: 052.20.1616.10613 Truss Label: AGR4 / RTT 02/21/20730 F 5'2"3 9'10"13 _ 135"7 _I_ 14'T� 19'11"15 I 23'4"4._ , 5'2"3 4'8"11 3'6"9 1'2 5'4"7 3'4"5 I - B-q 0.5 12 12 W 1C w4XI2 I111.5X4 =3X5 =-3E D F G T (a) T In m W2 W9 bg I 0 KISI 11w8X8 =3X10 =H0508 4X5= 823%5 =5X12 =_87�H r 23'4"4 --. 4'9"3 27'1 2'3"1 4'8"11 46"11 4'3'9 4 9"3 I T4"4 9T5 I 14'4" -I 19'D"11 23'4"4 Loading Criteria(pat) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSl Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 • Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udell LI# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf.21.2 Ce:1.1 VERT(LL): 0.288 C 974 360 Loc R+ 1 R- /Rh /Rw /U I RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.589 C 476 240 N 1347 I- 1- /- 1268 I- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.037 H - - H 2284 /- I- /- /641 I- EXP:B Kzt:NA HORZ TL:0.075 H - - Wind reactions based on MWFRS Des Ld: 51.00 Mean Height:43.50 ft ( ) NCBCLL: 10.00 Code/Miss Criteria Creep Factor:2.0 N Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 TCDL:6.0 psf Bldg Code: IBC 2015 Max TC CSI: 0.766 H Brg Width=3.8 Min Req=2.4 BCDL:4.2 psf Bearings N 8 H are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.814 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Vanes by Ld Case Max Web CSI:0.776 Loc.from endwall:AnyFT/RT:4(0)l4(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.19.02.028.0122.18 A-B 829-4012 D-E 1264 -5362 Lumber B-C 1216 -5588 E-F 1174 -4210 C-D 1267 -5374 Top chord 2x4 DF-L#2 Bet chord 2x4 DF-L#1&Bet.B2 2x6 DF-L SS; Webs 2x4:DF-L Standard+DF-L Stud: Maximum Bot Chord Forces Per Ply(Ibs) W 1 2x6 DF-L#2;W2 2x4 DF-L#2:W9 2x12 DF-L#2; Chords Tens.Comp. Chords Tens. Comp. Bracing M-L 4159 -871 J-1 5351 -1278 L-K 4160 -871 I-H 3370 -943 (a)Continuous lateral restraint equally spaced on K-J 5623-1235 member. Special Loads Maximum Web Forces Per Ply(Ibs) -(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Webs Tens.Comp. Webs Tens. Comp. TC:From 82 plf at 0.46 to 82 plf at 23.35 N-A 282-1292 C-J 0 -508 BC:From 20 ptt at 0.00 to 20 plf at 23.35 A-M 3913 -812 E-I 116 -1614 BC:1287 lb Conc.Load at 19.84 M-B 238 -843 I-F 1926 -529 Loading B-K 1479 -356 F-H 1086 -3882 Bottom chord checked for 10.00 psf non-concurrent live load. �„{�o PROFS Drifting snow load has been considered for only 'C S-i inLocationlane lo Lu'g asLu2 Height Pd W �0 4, 9NP F'Q �-p 0.46 0.00 22.90 2.23 34.61 4.85 .......-- Where:Lu1=leeward distance,Lu2=windward distance Pd=max applied load,W=length of applied load. Wind Wind loads and reactions based on MWFRS. 13 End verticals exposed to wind pressure.Deflection \\.:IREGON.) y 14,20meetsL/240. Sll Ta Additional Notes Renewal 6/30/2020 Truss must be installed as shown with top chord up. 02/21/2020 "WARNING" READ 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'installn and bracin 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)357-211e Est bracing r BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathingand bottom chord shall have a pro rl attached�ri id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections 83,B7 or property as appllicable. Appl plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Buildl1'nagComponnts Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with AN51/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing Indicates acceptance of orefessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite tOt For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com,TPI'. www.tpinst.org:SBCA: www.sbcindustry core:ICC: ww'iccsefe.org Sacramento,CA 95826 SEQN:,70784 FLAT Ply: 1 Job Number: 1219203 Gust:R 7175 JRet 1 WSX71750013 T186• FROM:MG ' Qty: 1 Red Rock Creek Commons DrwNo: 052.20.1018.10613 I Truss Label: AGRS / RTT 02/21/2020 5" 26"8 4'9"II12 5'I 2'1"8 31 w3X5 IIl1.5X4 T A its„. CD I. „,. .... f7 166U 11 A HG FE II1.5X4 =4X5 1 2'9"12 j 2'i"8 74"12 __ 3" 2 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf In PSF) DefUCS!Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Sid: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Weft U# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Ca:1.1 VERT(LL):-0.001 H 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):-0.003 H 999 240 H 857 1- /_ /_ /177 /_ BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL):-0.000 C - - E 439 1- I- I- /87 /- EXP:B Kzt:NA HORZ TL:0.000 C - - Wind reactions based on MWFRS Des Ld: 51.00 Mean Height:43.82 ft ( ) H B Width=- Min Re NCBCLL: 10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor.2.0 H Brg Width=- Min Re Soffit: 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.133 q=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.570 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: 0.048 Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Var:19.02.02B.0122.16 Lumber Top chord 2x4 DF-L#2 Bot chord 2x6 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud: Special Loads —(Lumber Dur.Fac.=1.15/Plate Dur.Fac=1.15) TC:From 82 plf at 0.00 to 82 plf at 2.81 BC:From 20 plf at 0.00 to 20 plf at 2.81 BC:1008 lb Conc.Load at 0.87 Loading Bottom chord checked for 10.00 psf non-concurrent live load. Purlins The TC of this truss shall be braced with attached spans at 24"oc in lieu of structural sheathing. QED PROFF Wind 4' 'S's Wind loads and reactions based on MWFRS. 'O �aG I N F,CR /Oy End verticals exposed to wind pressure.Deflection w 83294PE 9 meets U240. LC �.-- Additional Notes Truss must be installed as shown with top chord up. OREGON 734 SLY 14.20e0 ,c� sell Tar Renewal 6/30)2020 • 02/21/2020 "WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Mo. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box488 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,b TPI and SBCA)f safetypractices pnor to performing these functions. Installersshall de temporary (5d3)357-2118 eat bracing per SCSI.Unless noted Otherwise,top chord shall haveproperly attached structural sheathing and bottom chord sftallhhave a property attache rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83,B7 or 10 as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to A IPL NE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ITV COMPANY truss in conformance with ANSI/TPI 1,or for handling,shi AN n pping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of ro7esslonal engineerin responsibility solely for the design shown. The suitability and use of this awing for any structure is thep responsibility of the Building Designer per ANSI/TPI 1 Sbc.2. 8801 Folsom Blvd.,Suite 10- For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: wew.tpinst.org:SBCA:www.sbandustry.com;ICC: www.iccsafe.org Sacramento,CA 95826 7 4 SEQN: 21 2 FLAT Ply: 1 Job Number: 1219203 Cuat R)175 JRef.iwSX7+7750013 T177 FROM:MG Qty: 1 Red Rock Creek Commons DrwNo: 052.20.1d19.28250 Truss Label: AGR6 / RTT 02/21/2020 5" 2'11" (5"1 2'6" 3X5 1111.5X4 T AB C Y ■ tl II a ■ F E D 1111.5X4 III3X5 2'1I"-i F 27'12 H 2'11' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,P1 in PSF) DeNCSI Criteria •Maximum Reactions(Ws) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defi U# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pt:21.2 Ce:1.1 VERT(LL):-0.001 F 999 360 Loc R+ /R- /Rh /Rw /U /_RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):-0.002 F 999 240 F 800 I- /- F /320 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 C - - D 1482 I- I- I- /635 /- EXP:B Kzt:NA Des Ld: 51.00 - HORZ(TL):0.000 C - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:43.82 ft TCDL:6.0 psf Code I Miss Criteria Creep Factor:2.0 F Brg Width=- Min Reg=- D BrgWidth=3.8 Min Re 1. Soffit: 2.00 BCDL:4.2psf Bldg Code: IBC 2015 Max TC CSI: 0.161 q= 6 Load Duration:1.15 TPI Std: 2014 Max BC CSI: 0.780 Bearing D is a rigid surface. MWFRS Parallel Dist:0 to h/2 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.049 Loc.from endwall:Any FT/RT:4(0)I4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:19.02.0213.0122.16 Lumber Top chord 2x4 DF-L#2 Bot chord 2x8 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud: Special Loads --(Lumber Dur.Fac.=1.15/Plate Dur.Fac=1.15) TC:From 82 plf at 0.00 to 82 pH at 2.92 BC:From 20 plf at 0.00 to 20 pH at 2.92 BC:1984 lb Conc.Load at 2.01 Loading Bottom chord checked for 10.00 psf non-concurrent live load. Purlins The TC of this truss shall be braced with attached spans at 24"oc in lieu of structural sheathing. Wind ��ED PRo Wind loads and reactions based on MWFRS. oj� G)N� ssio End verticals exposed to wind pressure.Deflection � 9 83294PE � meets L/240. '...- Additional Notes Truss must be installed as shown with top chord up. OREGON A,G SLY 14,20 ,ce. Sse11 Tan. Renewal 6/30/2020 02/21/2020 `"WARNING" READ 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 fain ting handling,shipping,instating,and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI ana'SBCA) osafetyy practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper) attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10Y as applicable. Appl plates to each face of trussand position as shown above and on the JoinFDetails, unless noted otherwise. Refer to A IPL NE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building.Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µ ",o„s,r„ truss in conformance with ANSI/TPI 1,or for handling,shi „., pping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of orefessronal engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 101 For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI: www.tpinst.orq,SBCA: www.sbcinaustry.corn;ICC: www.iccsafe.org Sacramento,CA 95826 SEON:♦70�790 SPEC Ply: 1 Job Number: 1219203 Cost:R 7175 JRet 1 W SX71750013 T44 FROM:mG , Qty: 1 Red Rock Creek Commons DrwNo: 052.20.1020.50150 Truss Label: AGR7 I RTT 02/21/2020 S. i-. 5'2'3 9'10"13 13'51 147 19'11'15 I 23'4'4 5'2'3 4'8'11 3'6'9 1'2 5'47 3'4'5 P 05 12 m' =3X12 III I.SX4 WI _ "3X5 3X5 _D =3X5E F G a a T A F we to tp W2 ea i 1 M L K 82 J I g H m5X7 m3X10 -H0308 m3X5 =3X12 m5X5 III3X5 3X5 r 23'4'4 - - i 4'9"3 2'7'1 2'3'1 4'8"11 4'8'11 4'319 473 7'4'4 9'7'5 14'4' 19'0'11 23'4'4 Loading Criteria(paf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in be Udefl L/# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.266 C 999 360 Loc R. /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.544 C 515 240 N 1220 I- /- /- /203 I- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.044 H - - H 1563 /- /- /- /275 /- Des Ld: 51.00 FRCP B Kzt:NA HORZ(TL): 0.090 I-I - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:43.50 6 TCDL:6.0 Code I Mise Criteria Creep Factor 2.0 N Brg Width=5.5 Min Reg= 1.5 psf f H BrgWidth=3.8 Min R1.7 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.699 = Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.886 Bearings N&H are a rigid surface. Spacing:24.0" CSC Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.806 Members not listed have forces less than 375# Loc.from endwall:AnyFT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:19.02.028.0122.16 A-B 604-3559 D-E 723 -4206 Lumber B-C 786-4614 E-F 481 -2784 C-D 727-4218 Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 B2 2x4 DF-L#1 RBet.; Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4:DF-L Standard+DF-L Stud: W 1 2x6 DF-L#2;W2 2x4 DF-L#2;W9 2x12 DF-L#2; Chords Tens.Comp. Chords Tens. Comp. Special Loads M-L 3678 -635 J-I 4174 -727 L-K 3678 -635 I-H 2275 -411 -(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) K-J 4634 -797 TC:From 82 Wet 0.46 to 82 plf at 23.35 BC:From 20 plf at 0.00 to 20 pif at 23.35 BC: 439 lb Conc.Load at 19.84 Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Loading Bottom chord checked for 10.00 psf non-concurrent A-A 216-1157 -J 78 -542 live load. A-M 3491 -595 595 E- -I 2B9 -1591 M-B 179 -700 I-F 1198 -160 Drifting snow load has been considered for only B-K 970 -156 F-H 478 -2645 in plane loading as follows: Location Lu1 Lu2 Height Pd W 0.46 Where:Lul=leeward distance,Lu2 5.23 =windward distance �3 4.41 Ftrc� PROFESS Pd=max applied load,W=length of applied load. �\GJ _so I N EF /0 Wind 1(/ 83294PE oil 7 Wind loads and reactions based on MWFRS. CC End verticals exposed to wind pressure.Deflection meets U240. Additional Notes OREGON Truss must be installed as shown with top chord up. 133, `"t21.r 1 a god' Sself Tan c Renewal 6l30(2020 02/2 1/2020 "WARNING" READ 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 recniiire extreme care in fabricating,handlin shipping,installing and bracing..Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Componentafety Information,by WI an SBCA)toF safely practices prior to performing these functions. Installers shall provide temporary (so37 3s7-z11s Ext bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing)and bottom chord shall have a proper) attached maid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83,B7 or B10Y as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Buiidin 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 truss sA peal on this drawing or over p@ listing this drawing,indicates acceptance of pro essionar engineennp responsibility solely or the design shown. The sul�atiility 8801 Folsom Blvd.,Suite 10' and use of this a�awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: wmv.alpineilw.com;TPI: www.Ipinst.org:SBCA: wwwsbcinclustry.com;ICC: www.iccsate.oro Sacramento,CA 95826 SEQN:72148 SPEC Ply: 2 Job Number: 1219203 Cast:R 7175 JRef:1WSX71750013 7173 FROM:MG Qty: 1 Red Rock Creek Commons DrwNo: 052.20.1023.43860 ' Truss Label: AGR8 / RTT 02/21/2020 I 5 5 2 Complete Trusses Required !"6•i3 rt• 573 1114 8 1;78 147 I C 11•1 6 23'4'4 I- '' -I- 523 5 + 2 I 17 547 l 3a'5 os 2 b e3x12 91.5x4 WI z4 e3X5 '-p''fiE'3X TS a 11 A c T \-\n W13 P WS U '"' U W11 H 1 P a N X L a2 K J I I wpm =axe eH030e -4x5 =3%5 _d%5 =3812 54xa lr 284N a 4103 I 2d'1 I TC12 I 2 2, I 4T11 I 439 4'102 T4'4 10n' 12'1 14'4 19•P11 23'P4 Loading Criteria(pall Wind Criteria Snow Criteria(Pg.Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Cc:1.1 VERT(LL): 0.343 C 816 360 Loc R+ /R- I Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.528 C 530 240 P 2058 /-632 I- /1225 /800 /33 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.062 I - - I 2532 /- I- /1061 /814 I- EXP:B Kzt:NA HORZ L:0.096 I - - Wind reactions based on MWFRS Des Ld: 51.00 Mean Height:43.50 ft ) NCBCLL:0.00 TCDL:6.0 psf Code 1 Misc Criteria Creep Factor:2.0 P Brg Width=5.5 Min Req= 1.5 I Brg Width=3.8 Min Reg 1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.399 Bearings P&I are a8 rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.674 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.462 Members not listed have forces less than 375# Loc.from endwall:AnyFT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver.10.02.026.0122.16 A-B 1556-3600 D-E 2053 -4536 ----- B-C 2864-5861 E-F 2053 -4534 Lumber Additional Notes C-D 2853 -5823 F-G 899 -2498 Top chord 2x8 DF-L#2 T2 2x4 DF-L#2; Negative reaction(s)of-632#MAX.from a non-wind Bot chord 2x4 DF-L#2 B2 2x4 OF-L#1&Bet.; load case requires uplift connection.See Maximum Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4DF-L#2W12x6DF-L#2;W3,W5,W7,W9, Reactions. W13 2x4 DF-L Standard+DF-L Stud; Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp. W 11 2x12 DF-L#2; O-N 3679-1600 L-K 5793 -2840 Na!Inote N-M 3679-1600 K-J 4361 -1949 Nail Schedule:0.120"x3",min.nails M-L 5951 -2926 J-I 1945 -678 Top Chord:1 Row @12.00"o.c. Bot Chord:1 Row @12.00"o.c. Maximum Web Forces Per Ply(Ibs) Webs :1 Row © 4"o.c. Webs Tens.Comp. Webs Tens. Comp. Use equal spacing between rows and stagger nails P-A 404 -998 L-D 417 -487 in each row to avoid splitting. A-O 3350-1464 D-K 1261 -1630 Special Loads O-B 267 -497 K-F 1008 -799 -(Lumber Dur.Fac.=1.60/Plate Dur.Fac.=1.60) B-M 2246-1402 F-J 1511 -2017 TC:From 32 plf at 0.46 to 32 pit at 23.35 M-C 402 -531 J-G 1324 -528 BC:From 20 plf at 0.00 to 20 p#at 23.35 ���EO PROp . C-L 777 -619 G-I 792 -2264 TC:1295 lb Conc.Load at 10.23,12.23 BC: 800 lb Conc.Load at 19.84 Otero a G 1 rk jC , i0 Loading (u 83294PE Drifting snow load has been considered for only Le in plane loading as follows: Location Lu1 Lu2 Height Pd W 0.46 0.00 22.90 5.23 38.03 4.41 Where:Lu1=leeward distance,Lu2=windward distance OREGON Pd=max applied load,W=length of applied load. 734, '1/Lr 14.2n6'4 Q! Wind ' eII Tare Wind loads and reactions based on MWFRS. End verticals exposed to wind pressure.Deflection Renewal 6/30/202o meets L/240. 02/21/2020 • 'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Cons,, eels or Oregon.Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P-Q Box468 Trusses require extreme care in fabricating,handling,shipping installin and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,byTPI andSBCA)f installing and practices prior to performing these functions. Installers shall provide tempora (503)357-2118 err bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper • attached rigid ceiling. Locations shown for permanent lateral restraint Of webs shall have bracing installed per BCSI sections B3,B7 or 610y as applicable. ARDfy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE- drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the A„11,. ,W„1 truss in conformance with ANSI/TPI 1,or for handling.,shipping,installation and bracing of trussesA seal on this drawing or cover paste listing this drawing indicates acceptance of proTessionaT engineering responsibility solely for the desi n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10- For more information see Nis job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI:www.ipnst.org;SBCA: wwwsbcindustry.com;ICC. www.iccsafe.org Sacramento,CA 95826 SRN:70653 SPEC Ply: 1 1 Job Number: 1219203 Cust:R7175 JRef:1WSX71750013 721 ° FROM:MG • Qty: 2 1 Red Rock Creek Commons DrwNo: 052.20.1024.24180 Truss Label: B / RTT 02/21/2020 49"9 91'10 10'5'S` 13'5'10 177'15 . 21'10'4 23Y'2 4'9"9 4'4'1 1'3"/2 3'0'S 4T5 4'2'5 1 I11.5X4 W11 0.5 12 1 t T =3xS =3X5 C D =3xb r t E 1111.5X4o =8 T T r. T w1 I; w2 H 1 _ I » 1 _ P 0 N M L K J 5X7 =3X10 =3X5 =H0509=3X5 =4X12 a411 III3X713X7 =5X7 1111.5X4 1 23'0'12 i 4'411 _I 4'59 I 3'1'14 1'2 4'5'13 I 5'4'13 449 s'10"2 12' 1 177'15 239'12 Loading Criteria(panI Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.333 C 830 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.569 C 486 240 Q 1405 1- /- /635 /388 /290 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.048 J - - J 1453 1- /- /651 /408 /- EXP:B Kt:NA HORZ(TL):0.082 J - - Wind reactions based on MWFRS Des Ld: 51.00 Mean Height:43.72 ft ( ) NCBCLL:10.00 Code I Misc Criteria Creep Factor:2.0 Q Brg Width=5.5 Min Req= 1.5 TCDL:6.0 pat BldgCode: IBC 2015 Max TC CSI: 0.755 J Brg Width=3.8 Min Req= 1.5 Soffit: 2.00 BCDL:4.2 f Bearings Q&J are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.827 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.719 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(Ma)Loc.from endwall:Any FT/RT:4(0)14(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:19.02.0213.0122.18 A-B 1073-3838 D-E 1312 -4695 Lumber B-C 1414-5051 E-F 897 -3188 C-D 1315-4701 F-H 893 -3177 Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#1&Bet.Webs 2x4:DF-L Standard+DF-L Stud: Maximum Bot Chord Forces Per Ply(lbs) W 1 2x6 DF-L#2;W2,W 10 2x4 DF-L#2; Chords Tens.Comp. Chords Tens. Comp. W 11 2x6 DF-L SS; Q-P 613 -726 M-L 4648 -1306 Special Loads P-O 3983 -1125 L-K 716 -328 -(Lumber Dur.Fac.=1.15 I Plate Dur.Fac.=1.15) - 5087 -1432 K-J 559 -151 N M TC:From 106 plf at 0.46 to 106 pH at 23.06 N- 5087 -1432 BC:From 20 plf at 0.00 to 20 pit at 23.06 Maximum Web Forces Per Ply(Ws) Loading Webs Tens.Comp. Webs Tens. Comp. Bottom chord checked for 10.00 psf non-concurrent Q-A 398-1346 E-L 451 -1596 live load. A-P 3746 -1048 F-L 174 -391 Drifting snow load has been considered for only P-B 302 -843 L-H 2694 -763 in plane loading as follows: B-0 1115 -319 G-H 1303 -359 Location Lu1 Lu2 Height Pd W 0.46 0.00 22.60 2.23 34.61 4.76 �01-' PROpA. C-M 229 -429 G-J 409 -1517 21.85 0.00 21.40 4.34 36.32 4.21 22.31 0.00 20.00 Where:Lu11=leeward distancee,Lu2=windward distance .�� 0-83 I N F.. 0 Pd=max applied load,W=length of applied load. „N 83294PE 7 Wind Wind loads based on MWFRS with additional C&C member design. O R EG O N End verticals exposed to wind pressure.Deflection meets L/240. °X14 'ZLr 14,zoo`° e1 ' eft Tar Renewal 6/30/2020 02/21/2020 ""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 466 Trusses re ire extreme care in fapri tin h ndlin shipping,inetaliing and bracing. Refer to and follow the latest edition of i3CSI(Building Cornelius OR 97113 Component Safety Information,by TPI and'SBCA)tir safety practices prior to performing these functions. Installers shall provide temporary (503)3s7-211e E,n bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a pr rl attached ii id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 orrBiD" as ap licable. App plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE' NEdrawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the .w mw co°ww truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracingof trussesA seal on this drawing or c ver page listing this drawing,indicates acceptance of proessionatq engineering responsbility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 70� and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 5ec.2. For more information see this job's general rides page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinstorg;SBCA: www.sbcindustry.com:ICC: www.iccsafe.orp Sacramento,CA 95626 SEON:72221 SPEC Ply: 1 Job Number: 1219203 Cost R7175 JRef:1WSX2175001313 FROM:MG Oty: 8 Red Rock Creek Commons DrwNo: 052.20.1026.44127 Truss Label: 131 I RTT 02/21/2030 4'79 9190 10'5 13'5'10 1795 21'174 1 23592 I 49'9_--- -�� 4'4'1 1'3'1 375 475 475 122 1111.5X4 - W11 0.5 12 111.5x4 T A T `'e m3�5 -° - E T § V f 1V P 0 N M L K J m5X7 m3X10 =3X5 =-H0308m3X5 m4X12 04X5 1113X5 _ t0e3X5 111.5X4 r 23712 S. 4'42 4'5'9 3'1'14 i 17 4'5'13 5'4'13 4'4'9 8'10'2 12' ' 13'2 17'7'15 I 23'092 Loading Criteria(pat) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.236 C 999 360 Lac R+ /R- I Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.483 C 572 240 a 1139 I- /- /635 /235 /290 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.037 J - - J 1186 I- I- /651 /244 /- EXP:B Kzt:NA Des Ld: 51.00 Mean Height:43.72 ft HORZ(TL ) 0.075 J - - Wind reactions based on MWFRS NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor 2.0 CIBrg Width=5.5 Min Req= 1.5 Soffit: 2.00 Bldg Code: IBC 2015 Max TC CSI: 0.525 J Brg Width=3.8 Min Req= 1.5 BCDL:4.2 psf Bearings Cl&J are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.842 RepFac:Yes Max Web CSI:0.981 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:4(0)14(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.19.02.028.0122.16 A-B 630-3110 D-E 953 -3E03 Lumber B-C 857-4091 E-F 873 -2583 C-D 951 -3807 F-H 880 -2571 Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:DF-L Standard*DF-L Stud: Maximum Dot Chord Forces Per Ply(Ibs) W 1 2x6 DF-L#2;W2 2x4 DF-L#2;W 11 2x6 DF-L SS; Chords Tens.Comp. Chords Tens. Comp. Loading Q-P 613 -725 M-L 3762 -680 P-0 3224 -928 L-K 584 -329 Bottom chord checked for 10.00 psf non-concurrent 0-N 4117 -869 K-J 455 -137 live load. N-M 4117 -869 Drifting snow load has been considered for only in plane loading as follows: Maximum Web Forces Per Ply(Ibs) Location. 6t 2u2.6 Height Pd W Webs Tens.Comp. Webs Tens. Comp. 0.46 0.00 22.60 2.23 34.61 4.76 21.85 0.00 21.40 4.34 36.32 4.21 Q-A 246-1085 E-L 364 -1293 22.31 0.00 20.00 3.83 34.65 0.75 A-P 30313 -770 L-H 2176 -527 Where:Lu1=leeward distance,Lu2=windward distance A-B 208 -663 G-H 1111 -270 Pd=max applied load,W=length of applied load. 8-0 905 -319 G-J 250 -1236 Wind Wind loads based on MWFRS with additional C&C DEL 0 PRO . member design. `fir G 1 N S+,O End verticals exposed to wind pressure.Deflection a F meets U240. �O 83294PE -1" OREGON il Z1 � .w 14,20 te, ssell Tan' Renewal 6/30/2020 02/21/2020 `*WARNING" READ 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 hendlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,byTPI end'SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Est bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections 83,B7 or 810, � k... as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE. drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawin anyy failure to build the truss in conformance with ANSVTPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of proTessionar engineering responsibility solely for the design shown. The suabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 101 For more information see this job's general notes page and these web sites: ALPINE: www-alpineitw.com;TPI. www.Ipinsi.orq,SBCA. www.sbcindustry.com:ICC. www.icesafe.om Sacramento,CA 95826 SEON:'(2223 MONO Ply: 1 Job Number: 1219203 Cast:R 7175 JRef:1 W SX71750013 T1 ' FROM:MG + City: 1 Red Rock Creek Commons DrwNo: 052.20.1029.31120 Truss Label: 82 / RTT 02/21/2020 4'9'9 9'1"10 I 11'991 I 13'5'19 177'15 21'3" 21I'8"8 4'9'9 4'4'1 2'8'1 1'8" I 4'2"5 3T1 5" 0.5 t 1T _3X5 -3X5 =3XD5 =3X 1111.FX4 -4 GH g B C T m Awl t W2 N a yF-- _ 1 P 0 N M L K JI m5X7 =3X10 =3X5 =3X5 -H0308 =4X12 III3X5 III3X5 r 21'8'8 A 4'4'9 4'5'9 4'4"1 2'6"6 1 1'11'7 3'9"5 F H 4'4 9 8'10'2 ( 13'2"2 15'6"8 17'T15 21'5-4 _ J1A'a Loading Criteria(pa) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 CI:1.1 CAT:II PP Deflection in loc Udell L/# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph pf:21.2 Ce:1.1 VERT(LL): 0.195 C 999 360 Loc R+ /R- /Rh /Rw 1 U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.399 C 649 240 p 1064 /- /- /566 /190 /95 BCDL: 10.00 Risk Category:II Snow Durallon:1.15 HORZ(LL): 0.031 J - - I 1113 /- /0 /588 /203 /0 EXP:B Kzt:NA HORZ TL:0.063 J - - Wind reactions based on MWFRS Des Ld: 51.00 Mean Height:43.46 ft ( )NCBCLL:10.00 TCDL:6.0 psf Code/Mite Criteria Creep Factor:2.0 P Brg Width=5.5 Min Req= 1.5 BldgCode: IBC 2015 Max TC CSI: 0.494 I Brg Width=- Min Req=- Sotfil: 2.00n: BCDL:4.2 psf Bearing P is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.759 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.937 Members not listed have forces less than 375# P 9Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver.19.02.028.0122.16 A-B 713-2870 D-E 631 -3239 8-C 766-3671 E-F 352 -1890 Lumber C-D 630-3248 F-G 357 -1890 Top chord 2x4 DF-L#2 Bot chord 2x4 DF-1#2 Webs 2x4:DF-L Standard+DF-L Stud: Maximum Bot Chord Forces Per Ply(Ibs) W 1 2x6 DF-L#2;W2 2x4 DF-L f12; Chords Tens.Comp. Chords Tens. Comp. P-O 341 -434 M-L 3196 -636 Loading O-N 2973 -756 L-K 3196 -636 Bottom chord checked for 10.00 psf non-concurrent N-M 3687 -788 live load. Drifting snow load has been considered for only Maximum Web Forces Per Ply(Ibs) in plane loading as follows: Webs Tens.Comp. Webs Tens. Comp. Location Lu1 Lu2 Height Pd W 0.46 0.00 21.25 2.23 34.61 4.38 P-A 185-1011 C-M 155 -482 Where:Lu1=leeward distance,Lu2=windward distance A-O 2797 -586 E-K 301 -1426 Pd=max applied load,W=length of applied load. O-B 162 -604 K-G 2122 -404 Wind B-N 727 -179 G-J 212 -1073 Wind loads based on MWFRS with additional C&C member design. Ep PROp Left end vertical exposed to wind pressure. �� FS Deflection meets U240. ��'J� G I N F S>O Right end vertical not exposed to wind pressure. !`� Fig ti 83294PE 7 Additional Notes Truss must be installed as shown with lop chord up. OREGON 'A `Z,ur 14,20 2 le r 4'Sell Tar' Renewal 6/3012020 02/21/2020 "WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,lnc. ""IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 466 Trusses require extreme care in fatri ati h ndlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and'SOCA)ff'rsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Pat bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilinggggg��.�� Locations shown for permanent lateral restraint of webs shall have brecinqq Ins gilled per BCSI sections B3,B7 or B10 as applicable. A pry plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 16A-Z ffo standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of.trussesA seal on this drawing or cover page. isting this drawing,indicates acceptance of roressional engineenn responsibility solely for tile design shown. The suiTabllity 8801 Folsom Blvd.,Suite 10" and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE-, www.alpineitwmm,TPI: www.tpinst.orp;SBCA: www.sbcindust7.com;ICC: www.iccsafe.org Sacramento,CA95826 SEON:72160 SPEC Ply: 2 Job Number: 1219203 Cast:R 7175 JRef:1 W S)c71750013 7178 FROM:MG City: 1 Red Rock Creek Commons DrwNo: 052.201034.23213 Truss Label: BDS / RTT 02/21/20/0 < 5 2 Complete Trusses Required 1 161612 2 z tYd I 455 I brio 16SS{{ 135.10 1 1HP(xI 105.4 I 21'1P41 49tl 4.4•, l'Ytt TOM 15.2 zit r4• r1.51U W15 7 - 03 1122 ,�K k T =B%e E F 013 H l T A I I ~ 4 i.,',"j5m.--MIRIIIIII" _ w• w, wtr j 1 1 1 H / . - n 5 /B/aJ a o - N n,Jfb _3X1 A 200.12 j 1 4'rI 1 4s•1 I 7r14 11A 1 2 I 77 1 m I 4e•1 610'2 12 1 16T4 10292 21'10.4 I 5Z � 22e•1 ? � 2 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 CI:1.1 CAT:11 PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.001 G 999 360 Loc R+ /R- /Rh I Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.002 G 999 240 U" 188 1-77 /- /121 /78 /14 BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL):-0.006 K - - L 204 /- /- /406 /233 /- EXP:B Kzt:NA Des Ld: 51.00 Mean Height:43.72 ft HORZ(TL):0.007 K - - U /-234 NCBCLL:0.00 Code/Miss Criteria Creep Factor:2.0 Q / 5 TCDL:6.0 psf P /-901 Soffit 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.194 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.107 0 /-1220 RepFac:Varies byLd Case Max Web CSI: 0.160 Wind reactions based on MWFRS Spacing:24.0' C&C Dist a:3.00 ft Loc.from endwall:AnyFT/RT:4(0)/4(0) U Brg Width=241 Min Req=- L Brg Width=3.8 Min Req= 1.5 GCpi:0.18 Plate Type(s): Bearings U&L are a rigid surface. Wind Duration:1.60 WAVE VIEW Var.19.02.026.0122.16 Members not listed have forces less than 375# Lumber Loading Maximum Top Chord Forces Per Ply(lbs) Top chord 2x4 DF-L#2 T2 2x8 DF-L#2; Truss transfers a maximum horizontal load of Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 DF-L#2 5648#( 250.00 pfl)along top chord,from either A-B 560 •560 F-G 394 -386 Webs 2x4 DF-L#2 W1 2x6 DF-L#2;W3,W5,W7,W9, direction,to supports where indicated.Diaphragm and B-C 541 -540 G-H 435 -422 W 11,W 13,W 17 2x4 DF-L Standard+DF-L Stud; connections are to be designed by Engineer of Record. C-D 428 -431 W15 2x6 DF-L SS; Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 5461 250.00 TC 0.00 21.85 Nailnote 187 250.00 TC 22.31 23.06 Maximum Bot Chord Forces Per Ply(Ibs) Nail Schedule:0.120"x3",min.nails 5648 280.93 BC 0.00 20.10 Chords Tens.Comp. Chords Tens. Comp. Top Chord:1 Row 111.00"0.c. Drifting snow load has been considered for only Bot Chord:1 Row t@10.50"o.c. • in plane loading as follows: U-T 626 -803 Q-P 422 -406 Webs :1 Row ( 4'o.c. Location Lu1 Lu2 Height Pd W T-S 656 -630 P.O 378 -385 Use equal spacing between rows and stagger nails 0.46 0.00 22.60 2.23 34.61 4.76 S-R 533 -514 O-N 421 -420 in each row to avoid splitting. 21.85 0.00 21.85 4.34 36.85 4.27 R-Q 691 -672 22.31 0.00 20.00 3.83 34.65 0.75 Special Loads Where:Lu1=leeward distance,Lu2=windward distance Maximum Web Forces Per Ply(Ibs) -(Lumber Dur.Fac.=1.60/Plate Dur.Fac.=1.60) Pd=max applied load,W=length of applied load. Webs Tens.Comp. Webs Tens. Comp. TC:From 32 plf at 0.46 to 32 plf at 23.06 TC:BC:From 295lb Conc.Load at 14.pff at 0 to 75,16.750 plf at 23.06 •c�Rep PROFESS B-S 547 -580 P F 486 -514 Plating Notes i5 �GINE, •�Q C-Q 421 -438 F-O 413 -416 All plates are 3X5 except as noted. f(7G 83294PE Z O-E 357 -438 O-G 505 -567 7 Wind Wind loads based on MWFRS with additional C&C member design. OREGON End verticals exposed to wind pressure.Deflection r meets U240. 7`s `2Ly 14 qee� Qi � Additional Notes sell Tar. Uplift connections required.See uplifts in R-and U Renewal 6/30/2020 columns of Maximum Reactions table. 02/21/2020 'WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling shipping,installin and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fir g,safety practices prior to performing these functions. Installers shall provide temporary (503)357-211e Ext bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a progpee attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing rns-ailed per BCSI sections B3,87 or B10Y as applicable. Appl plates to each face or truss and position as shown above and on the JoinfDetails, unless noted otherwise. ttefer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin.Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µ„NVCOMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of ordfessronar engineering responsibility solely for the design shown. The suiTabllity and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 101 For more information see this job's general notes page and these web sites:ALPINE: wwwalpineitw.com;TPI: www.tpinsiorg;SBCA: www.sbcindustry.com:ICC. www.iccsafe.org Sacramento,CA 95826 SEQN:Z2154 SPEC Ply: 2 Job Number: 1219203 Cuat:R7175 JRet 1 WSX71750013 T167 " FROM:MG w Qty: 1 Red Rock Creek Commons DrwNo: 052.20.1036.23967 Truss Label: RFR / RTT 02/21/2020 1 5 S 2 Complete Trusses Required i t 1' F.M2 r I 413'13 I $4 1'ta i tPS1 1353540 I 1u51oiz E. aeon '9 2;410 1 41313 a1.5W w13 r 0,5 11 K b k T A e ° way r e I.' IIo T 11 „ wa 7 w1 w13 WIT E 1 £. • 1 _ t., T a R O P O N M 535 =POMP a4X5 OW wexr 1 23712 1 113.1I ref sr14 t'�a22,, r are zr•e 41r1 I N102 1a I +sli 1.- tern 1aT12 21'1P4 1� • 170 u r'� raw Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf In PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.269 Q 999 360 I-oc R+ /R- I Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.393 Q 704 240 U 1406 /-236 /- /849 /390 /290 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.054 L - - L 2368 /-1169 /- /1569 /1098 /- EXP:B Kzt:NA Des Ld: 51.00 HORZ(TL):0.079 L - - Wind reactions based on MWFRS Mean Height:43.72 ft U Br Width=5.5 Min 1.5 NCBCLL:0.00 Code(Mlac Criteria Creep Factor:2.0 9 Req= TCDL:6.0 psf L BrgWidth=3.8 Min 1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.367 Req= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.672 Bearings U&L are a rigid surface. RepFac:Varies byLd Case Max Web CSI: 0.359 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 R Loc.from endwall:Any FT/RT:4(0)l4(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 19.02.02B.0122.16 A-B 674-2099 E-F 2483 -4353 Lumber Wind B-C 1317-3334 F-G 2268 -3813 C-D 218.9-4250 G-H 1274 -2283 Top chord 2x4 DF-L#2 T2 2x8 DF-L#2; Wind loads based on MWFRS with additional CSC D-E 2189-4250 H-J 359 -701 Bot chord 2x4 DF-L#2 member design. Webs 2x4 DF-L#2 W1 2x6 DF-L#2;W3,W5,W7,W9, End verticals exposed to wind pressure.Deflection W 11,W 13,W 17 2x4 OF-L Standard+DF-L Stud; meets U240. Maximum Bot Chord Forces Per Ply(Ibs) W 15 2x6 DF-L SS; Chords Tens.Comp. Chords Tens. Comp. Nailnote Additional Notes T-S 2184 -708 P-O 4355 -2532 Nail Schedule:0.120"x3",min.nails Negative reaction(s)of-1169#MAX.from a non-wind S-R 3393-1356 0-N 3721 -2229 Nap Chord: Row @ 3" mm load case requires uplift connection.See Maximum R-Q 3393-1356 N-M 2116 -1170 Bot Chord:1 Row @12.00"o.c. Reactions. Q-P 4301 -2256 M-L 524 -266 Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails Maximum Web Forces Per Ply(Ibs) in each row to avoid splitting. Webs Tens.Comp. Webs Tens. Comp. Special Loads U-A 199 -674 O-G 553 -334 --(Lumber Dur.Fac.=1.60/Plate Dur.Fac.=1.60) A-T 2069 -672 G-N 1193 -1796 TC:From 32 elf at 0.46 to 32 p1f at 23.08 T-B 186 -467 N-H 1130 -704 BC:From 20 plf at 0.00 to 20 plf at 23.06 Sp PRO/c B-S 1213 -739 H-M 1036 -1807 TC:1295 lb Conc.Load at 14.75,16.75 4' ss. C-0 920 -960 M-J 1130 -616 " t� 'GINF /0 14 1645 -588 Plating Notes ( -1267 All plates are 3X5 except as noted. 83294PE 9 E-P 114 -384 I-L F-O 492 -763 Loading Drifting snow load has been considered for only in plane loading as follows: Location Lu1 Lug Height Pd W .r�\ OREGONEGON 0.46 0.00 22.60 2.23 34.61 4.76 r `f/LY 14,2000 C 21.85 0.00 21.40 4.34 36.32 4.21 4 (lZo 22.31 0.00 20.00 3.83 34.65 0.75 *Se II T a n 4 Where:Lu1=leeward distance,Lu2=windward distance Pd=max applied load,W=length of applied load. Renewal 6/30/2020 02/21/2020 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. `*IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.a Box498 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Componnt Safety Information,by TPI andSBCA)ter safety practices prior to performing these functions. Installers shalt provide temporarily (503)357-2f 18 Est bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppee attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10Y as applicable. AppTy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW BUildina Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the An nwcanarr truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page.. listing this drawing,Indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 10: and use of this awing for any structure is the responsibility of the Building Designer per ANSIITPI 1 SSc.2. Sacramento,CA 95826 For more information see this lob's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org SEON:72164 MONO Ply: 2 Job Number: 1219203 Cust R7175 JRef:I WSxa7750013 7118 FROM:MG Qty: 2 Red Rock Creek Commons DrwNo: 052.20.1'036.59403 Truss Label: BFR1 / RTT 02/21/20;0 !__ 5 5 2 Complete Trusses Required 13'5"19 17'15 I 499 I 69'9 I 9'7'10 11'9'12 I 177'15 + ' 21'3'6 gip% 4'9'9 7 2'41 78"2 4'75 37"9 75 0.5 12 IIn.5X4 I T2 a-3X5 I W1 =3x5 �3C5 �3X5 = - G HI s w1s 1 T w1 w7� Es 1 1 LL d 1 J -aX8('") w4X8 w3X5 a3J0f5 =3X5 =3X5 a3X10 III1.5X4 III3X7 1 21'8"8 1 4'5"9 70"8 2'4'i 4'49 76B 1'117 39'S 4I 'S'9 6'6 1 I 8'10'2 13'Y2 _I 1578 177'15I 21'5'4 4 71'89 Loading Criteria(pie) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pt 21.2 Ce:1.1 VERT(LL): 0.257 0 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.367 0 704 240 R 2459 /-1365 /- /1654 /1225 /95 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.047 K - - J 1246 /-110 /0 /733 /288 /0 EXP:B Kzt:NA - HORZ(TL):0.067 K - - Wind reactions based on MWFRS Des Ld: 51.00 Mean Height:43.46 ft ( )NCBCLL:0.00 TCDL:6.0 f Code/Misc Criteria Creep Factor.2.0 R Brg Width=5.5 Min Req= 1.5 BldgCode: IBC 2015 Max TC CSI: 0.418 J Brg Width=- Min Req=- Loffit BCDL:4.2 psf Bearing R is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.688 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: 0.488 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any I FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:19.02.0213.0122.16 A-B 2341 -Iftd5 E-F 896 -2464 Lumber Wind B-C 2567-4377 F-G 322 -1158 C-D 1865-3856 G-H 321 -1157 Top chord 2x8 DF-L#2 T2 2x4 OF-L#2; Wind loads based on MWFRS with additional C&C D-E 897-2467 Bot chord 2x4 DF-I#2 member design. Webs 2x4 DF-L#2 W 1 2x6 DF-L#2;W3,W5,W7,W9, Left end vertical exposed to wind pressure. Maximum Bot Chord Forces Per PlyI W 11,W 13 2x4 DF-L Standard+DF-L Stud; WO Deflection meets L1240. Chords Tens.Comp. Chords Tens. Comp. Nailnote Right end vertical not exposed to wind pressure. 0-P 3943-2420 N-M 2379 -853 Nail Schedule:0.120"x3",min.nails Additional Notes P-0 4431 -2587 M-L 2379 -853 Top Chord:1 Row (§11.50"o.c. 0-N 3776 -1781 Bot Chord:1 Row m 12.00"o.c. Negative reaction(s)of-1365#MAX.from a non-wind Webs :1 Row 0 4"o.c. load case requires uplift connection.See Maximum Use equal spacing between rows and stagger nails Reactions. Maximum Web Forces Per Ply Ohs) in each row to avoid splitting. Truss must be installed as shown with lop chord up. Webs Tens.Comp. Webs Tens. Comp. Special Loads R-A 694 -1197 0-D 407 -435 -(Lumber Dur.Fac.=1.60/Plate Dur.Fac 1.60) A-0 3533 -2175 D-N 1049 -1393 . TC:From 32 plf at 0.46 to 32 plf at 21.71 0-B 457 -629 N-F 523 -313 BC:From 20 Of at 0.00 to 20 plf at 21.71 - B-P 960 -521 F-L 592 -1328 TC:1295 lb Conc.Load at 4.65,6.65 ED PROFS P-C 329 -572 L-H 1306 -364 C-O 862 -889 H-K 150 -603 Plating Notes `�'� �GiNFF 'SjO ('")1 plate(s)require special positioning.Refer to O ,$y 2 scaled plate plot details for special positioning [[7 a3294PE 9 requirements. Ct Loading Drifting snow load has been considered for only in plane loading as follows: OREGON Location Lut Lu2 Height Pd W 0.46 0.00 21.25 2.23 34.61 4.38 4,, try 1 a,to- tQ7 Where:Lu1=leeward distance,Lu2=windward distance SS en Tar c Pd=max applied load,W=length of applied load. Renewal 6/30/2020 02/21/2020 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,byt TPI and SBCA)tLr safety practices prior to performing these functions. Installers shell provide temporaryri (503)357.2I ie Eel bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a prope y attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,67 or 810" as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. (Refer to A ,PL NE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µ, ,y truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and braci ,.,,ng oftrussesA seal on this drawing or cover page listing this drawing indicates acceptance of prolessronat engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is title responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 5601 Folsom Blvd.,Suite 101 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com'.TPI: www.tpinstorg;SOCA: wwer.sbcindusiry.com;ICC: www.iccsafe.org Sacramento,CA 95826 SEQN:70682 MONO Ply: 2 Job Number: 1219203 Cost:R7175 JRef:1WSX71750013 713 FROM:MG :" Qty: 1 Red Rock Creek Commons DrwNo: 052.20.1037.36657 Truss Label: BGR / RTT 02/21/2020 4. 1 5 5 2 Complete Trusses Required 8 12 T 4'9"9 9'1"10 11'9"11 -I 13'S"10 177 15 21'3"8- 57 - 0.5 12 - M1 1111.5X4 w4XO H E F A e 'y/ T t _1f1 f n N 5, ' O Ea ma , f P39 0 N M L K JI 1 93475 =4X5 =4X5 m3X10 111357 1 21'r8 i 1 4'99 4'4-1 4'49 2'8B 1'11"7 3'9"5 4re"1 8'10-2 13'2"2 15'a"9 I irris 21'5 4 �33J.4 1'8"8 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,P)in PSF) DefUCSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.148 C 999 360 Loc R+ /R- I Rh I Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.276 C 938 240 P 1514 /- I- I- /504 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.016 J - - I 1590 /- /0 /- /534 /0 EXP:B Kzt:NA HORZ TL:0.030 J - - Wind reactions based on MWFRS Des Ld: 51.00 Mean Height:43.46 ft ( ) NCBCLL:0.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 P Brg Width=5.5 Min Req= 1.5 I BrgWidth=- Min Req=- Soffit: 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.234 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.548 Bearing P is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.708 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:4(0)/a(0) Maximum Top Chord Forces Per Ply Otis) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. 1 Wind Duration:1.60 WAVE VIEW Ver:19.02.028.0122.16 A-B 734-2184 D-E 839 -2493 Lumber Wind - - B-C 949-2822 E-F 483 -1434 C-D 840-2497 F-G 483 -1434 Top chord 2x4 DF-L#2 Wind loads and reactions based on MWFRS. Sot chord 2x6 DF-L#2 End verticals exposed to wind pressure.Deflection Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4:DF-L Standard+OF-L Stud: meets U240. W 1 2x4 DF-L#2;M1 2x6 DF-L#2; Chords Tens.Comp. Chords Tens. Comp. Nailnote O-N 2237 -754 M-L 2436 -821 N-M 2814 -948 L-K 2436 -821 Nail Schedule:0.120"x3",min.nails Top Chord:1 Row ©12.00"o.c. Maximum Web Forces Per Ply(bs) Bot Chord:1 Row @12.12.00"o.c..c. Webs :1 Row @ 4"o.c. Webs Tens.Comp. Webs Tens. Comp. Use equal spacing between rows and stagger nails in each row to avoid splitting. A-O 2125 -713 K-G 1602 -539 B-N 610 -204 G-J 249 -728 Special Loads E-K 366-1084 i -(Lumber Dur.Fac.1.15/Plate Dur.Fac.1.15) TC:From 55 plf at 0.46 to 55 plf at 21.71 Maximum Gable Forces Per Ply(Ibs) BC:From 10 plf at 0.00 to 10 plf at 21.71 Gables Tens.Comp. BC: 172 lb Conc.Load at 2.06,4.06,6.06,8.06 0 PRop P-A 230 -675 10.06.12.06,14.06,16.06,16.06,20.06 ,�0-e Plating Notes SIsc:, ��G 1 N F� /Gti • All plates are 3X5 except as noted. /,V 83294PE V � �." Loading Drifting snow load has been considered for only in plane loading as follows: Location Lul Lu2 Height Pd W 0.46 0.00 21.25 2.23 34.61 4.38 Where:Lul=leeward distance,Lu2=windward distance 13 14.200Pd=max applied load,W=length of applied load. \\\....:EGON....) 8 T a o Additional Notes Renewal 6/30/2020 Truss must be installed as shown with top chord up. 02/21/2020 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon.Inc. "*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installin and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by.TPI and SBCA)f g.safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Est bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a prope attached rigid ceiling. Locations shown for permanent lateral restraint Of webs shall have bracbl ing installed per BCSI sections B3,B7 or B10", 1 as applicae. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. • Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the umwcowswr truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page • listing this drawing indicaes acceptance of aroTessiona engineering responsibility solely for the design shown. The suisablilty 8801 Folsom Blvd.,Suite 10i and use o this rawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: w"vw.iccsafe.org Sacramento,CA 95826 SEQN:70651 MONO Ply 1 ' Job Number 1219203 Cust:R 7175 JRet 1 W SXi71750013 T48 FROM:MG Oty: 14 Red Rock Creek Commons DrwNo: 052.20.1'037.43050 Truss Label: C / RTT 02/21/2000 5"I 5'5"8 5' 5O"8 =3X5 0.5 v T eo A 3X5 A9 Ii3 m 1 1.11 IIIHIlill I%- II h I is, 1 11• •- _ 1 GF 613X5 1113X5 I- 5'5"8 A 5 '4 �}} 5'5'8 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf M PSF) DefUCSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udell U# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL):-0.005 A 295 360 Loc R+ /R- /Rh /Rw /U I RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):-0.009 A 999 240 G 296 /- /- /187 /72 /102 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.002 C - - E 265 /- /- /154 /80 /- Des Ld: 51.00 EXP:B Kit:NA HORZ(TL):0.002 C - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:44.08 ft Code f Misc Criteria Creep Factor:2.0 G Brg Width=- Min Req=- TCDL:6.0 psf BldgCode: IBC 2015 Max TC CSI: 0.632 E Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:4.2psf WI Std: 2014 Max BC CSI: 0.216 Bearing E is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 RepFac:Varies byLd Case Max Web CSI:0.195 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.19.02028.0122.16 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud: W3 2x6 DF-L#2; Special Loads -(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 82 plf at 0.00 to 82 plf at 1.50 TC:From 82 plf at 1.50 to 106 plf at 5.00 BC:From 20 plf at 0.00 to 20 pif at 5.46 Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. (EQ PROp"F Left end vertical not exposed to wind pressure. 4 E S',S Right end vertical exposed to wind pressure. ,cp txG 1 N EF 'O Deflection meets U240. (�O 83294PE Additional Notes I0.- Truss must be installed as shown with top chord up. OREGON 4 ` 4Y14.zed' O c. &sell Ta'I9� Renewal 6/30/2020 02/21/2020 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Boa 488 Trusses require extreme care in fabricating,handling shippin installing,and Cornelius nd bracing. Refer to and follow the latest edition of BCSI(Building Coelius OR 97113 Component Safety Information,by TPI and SBCA)for safty practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ea bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properi attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10 Y as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the MTV A„n truss in conformance with ANSI/ PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of prolessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10i For more information see this job's general notes page and these web sites: ALPINE. www.alpineitwcor,TPI. www.tpinst org SBCA: www.sbcindustry corn,ICC: www_iccsafe arg Sacramento,CA 95826 SEQN:43043/ SPEC Ply: 1 Job Number: 1219203 Cust R7175 JRel:I WSX71750013 792 • FROM:MG ' Qty: 8 Red Rock Creek Commons DrwNo: 051.20.1242.40507 • Truss Label: C1 / JAK 02/20/2020 , 5'. 4'8'12 SII S"I 4'3"12 13'4 PARAPET SIM TO C 0.5 12 -CHA =3X5 Aa ga , e • fc m N 11 HG 91.5X4 r 5. -I 43'12 4T 3" 161 3" 5' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL):-0.003 A 430 360 Lac R+ /R- I Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):-0.007 A 999 240 H 262 /- /- /136 /41 (7 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 C - - E 249 /- /- /128 /46 /- EXP:B Kzt:NA Des Ld: 51.00 Mean Height:44.08 ft HORZ(TL):0.002 C - - Wind reactions based on MWFRS NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 H Brg Width=- Min Req=- E Brg Width=- Min Req=- Soffit: 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.423 Load Duration:1.15 MWFRS Parallel Dist:0 to I7/2 TPI Std: 2014 Max BC CSI: 0.219 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CS!:0.144 Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:19.02.02.0109.12 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud: Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Truss must be installed as shown with top chord up. .(�� O PROFESS f aGIN4' 83294PE OREGON `Z1r,4.zode r `&sell Tall Renewal 613012020 02/21/2020 **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.Box 468 Trusses require extreme care in fabricating,handlin shipping installing.and bracing..Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)ft'safety practices prior to performing these functions. Installers shall provide temporary Is0al3s7-z118 Ext bracing per BCSI.Unless noted o herwise,top chord she have properly attached structure sheathing and bottom chord shall have a pro attached rigid ceiling Locations shown for permanent lateral restraint Of webs shall have bracing installed per BCSI sections 63,B7 or 810, /11616, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to A LPI N E drawings 160A-Z for standard plate positions. 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,„ C AIV truss in conformance with ANSIITPI 1,or for handling,shipping,installation and braci t., ng of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of oroTessionaJ engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of theP Building Designer per ANSIl1'PI 1 Sec.2. 8801 Folsom Blvd.,Suite 10- For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.mm'.TPI: www.tpinst.org;SBCA: www.sbcindostry.com;ICC: www.icrsale.org Sacramento,CA 95826 SEQN:62763/ SPEC Ply: 1 Job Number: 1219203 Gust:R7175 JRetIWS1A1750013 7144 FROM:MG Qty: 23 Red Rock Creek Commons DreNo: 051.20.1242.40991 Truss Label: C2 ! JAK 02/20/2020 5" 4'992 5' 5' 4'3'12 �3"� 0.5 2 3X5 1111.C4 AB — 01 fo N Se Se GF ED 1111.5x4 --3X5 1 5' i F 43"12 ') 4T 3' 5- 3' �5' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 CC 1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL):-0.003 A 429 360 1 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):-0.007 A 999 240 G 262 /- /- /136 /41 17 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 C - - D 249 I- I- /125 /43 I- EXP:B Kit:NA T Des Ld: 51.00 Mean Height 44.08 ft HORZ( L):0.002 C - - Wind reactions based on MWFRS NCBCLL:10.00 TCDL:6.0 psf se Cade/Mi Criteria Creep Factor:2.0 G Brg Width=- Min Req=- D Brg Width=- Min Req=- Soffit: 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.424 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Sid: 2014 Max BC CSI: 0.219 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.144 Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Vet:19.02.02.0109.12 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud: Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Truss must be installed as shown with top chord up. O PROF, ,er. SS o, , G1Nf �O 83294PEF 'y it owe-- OREGON 134 �f r 14.20e (Q/ ssell Tan Renewal 6/30/2020 02/21/2020 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! tress Components ororegon,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 bracingRefer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)tar safety practices pri g.or to perio ing these functions. Installers shall provide temporary (503)357-2118 Ext bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attachdrigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections 133,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. ALPINE" Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the A,„ ,r truss in conformance with ANSIITPI 1,or or handling,shipping.installation and braci �„ w,. ng of trussesA seal on this drawing or over page listing this drawing,indicates acceptance of professtonar engineering responsibility solely for the design shown. The suitability and use of this cawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10- For more information see this lobs general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.lpinst.org:5BCA: www.sbandusby.com;ICC: www.lccsafe.org Sacramento,CA 95826 SEQN:52661/ SPEC Ply: 1 Job Number: 1219203 Cum:R7175 JRet:lWSX71750013 T18 I FROM:MG s Qty: 12 Red Rock Creek Commons DrwNo: 051.20,1242.41927 Truss Label: C3 I JAK 02/20/2020 4 4T 5' '3•d 4'3.12 15-I 12 0.5 III1.5X4 AB — 3X5oO e Mil � e�7rl e e� g M PA— e I HG FE w-3X5 1111.5E4 r 5' i 43Y2 4'6.12 H IS Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf In PSF) DefVCSI Criteria A Maximum Reactions(Iba) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udell U# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL):-0.003 0 433 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):-0.007 D 999 240 H 249 /- /- /128 /46 /7 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 B - - E 262 /- /- /136 /41 /- EXP.B Kzt:NA Des Ld: 51.00 HORZ(TL):0.002 B - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:44.26 R H Brg Code I Misc Criteria Creep Factor:2.0 TCDL:6.0psf Width=- Min Req=- E Brg Width=- Min Req=- Soffit: 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.423 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.219 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.146 Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): • Wind Duration:1.60 WAVE VIEW Ver:19.02.02.0109.12 • Lumber ' Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud: Loading Bottom chord checked for 10.00 psf non-concurrent live load, Wind Wind loads based on MW FRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Truss must be installed as shown with top chord up. � ,fv PROFS C2� aGtNFF /O „,w 83294PE y OREGON 13 4 ` LY 14,26 0 Ssell Tan Renewal 6130/2020 02/21/2020 "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.Box466 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 anSECA)f safetyP practices prior to performing these unctions. Installers shall provide temporary ( 1 7-z116 Est bracing per BCSI.Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracinginstalled per BCSI sections 93,B7 or BB100"- as applicable Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to A LPI N E drawings 160A-Z'for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANPNCOMM„Y truss in Conformance with ANSI/l PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawingp indicates acceptance of oroTessional engineering responsibility solely for the design shown. The sulmbility and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10' For more information see this job's general notes page and these web sites: ALPINE: ww.v.elpineitw.com',TPI: www.tpinst org:SBCA: www.sbcindustry.com:ICC: www.icasafe.org Sacramento,CA 95826 SEQN:62717/ MONO Ply: 1 Job Number: 1219203 Cust:R7175 JRef:1WSX91750013 794 / FROM:MG City: 10 Red Rock Creek Commons DrwNo: 051.20.1242.42114 Truss Label: C4 / JAK 02/20/240 s 4 10•+0 9'2"8 12 5 4590 43'14 �'" 0.5 12 _ 1.DE e3X5 C AB a I = - e _ F COORDINATE LENGTH WITH ARCHITECTURAL ILOOR PLANS 00 - - r' - -CHA I111.5X4 m3X5 m4X5 F raln I 4'3'14 4'510 47R 9'0'12 155'' 3 9'5'12 Loading Criteria(pet) Wind Criteria Snow Criteria(Pg,Pf i1 PSF) DeflICSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pt 21.2 Ce:1.1 VERT(LL): 0.010 C 999 360 I-oe R+ /R- /Rh_ /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.020 C 999 240 j 490 /- I- /254 /80 113 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 B - - F 477 I- I- /247 /85 I- EXP:B K21:NA Des Ld: 51.00 Mean Height:44.33 ft HORZ(TL ) 0.004 B - - Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:6.0 psf Code/Miss Criteria Creep Factor.2.0 J Brg Width=- Min Reg=-F BrgWidth=- Min R Soffit: 2.00 BCDL:4.2 psi Bldg Code: IBC 2015 Max TC CSI: 0.333eQ=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.269 Members nol listed have forces less than 375# RepFac:Yes Max Web CSI:0.282 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:3.00 fl Loc.from endwall:Any FT/RT:4(0y4(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): B-C 151 -519 Wind Duration:1.60 WAVE VIEW Ver:19.02.02.0109.12 Lumber _--- _-- Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 DF-L#2 Chords Tens.Comp. Bot chord 2x4 DF-L#2 H-G 527 -175 Webs 2x4:DF-L Standard+DF-L Stud: Loading Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Bottom chord checked for 10.00 psf non-concurrent live load. B-I 174 -453 C-G 197 -595 Wind B-H 567 -162 Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Truss must be installed as shown with top chord up. ,c .'1 PROFESS �s� �G I N E "O it 83294PE y • OREGON 13 wry 14,200� 44%901 Tan�� Renewal 6/31/2020 02/21/2020 '"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Toss Components of Oregon,Inc. "'IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses re Ire 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 fabricating, toi safety practices prior to performing these functions. Installers shall provide temporary (503)357-21 t8 Ext bracing per BCSI.Unless noted oherwise,top chord shall have propertyattached structural sheathing and bottom chord shall have a properly attach€d nod ceiling. Locations shown for permanent lateral restraint Of webs shall have braanq installed per BCSI sections S3,87 or 1310, as applicable. Af�pry plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE drawings 16A-Zpfor sandard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the .mvcouwwr truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pagelisting this drawing,indicates acceptance of pro7essional engineering responsibility solely for the design shown. The sui&bllity and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10" For more information see this job's general notes pate and these web sites. ALPINE: wow.alpineihw.com,TPI: www.tpinst.orq:3ECA: www sbcindustry.com:ICC: www.iccsafe.org Sacramento,CA95826 SEQN:72225/ MONO Ply: 1 Job Number. 1219203 Cast:R7175 JRef:1WSX71750013796 I e FROM:MG -' Qty: 25 Red Rock Creek Commons DrwNo: 051.20.1242.42145 Truss Label: C5 / JAK 02/20/2020 - s 4'8"12 �s� 5' 4'3'12 0.5 12 1111. _3X5 X4 Aa -CO — IF- I HG FE 1111.5X4 w 3X5 4 5' i 4'3'12 4 7' H 3' S Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt in PSF) MNCSI Criteria A Maximum Ructions(Ibs) TCLL: 25.00 •Wind Sid: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL):-0.003 A 436 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):-0.007 A 999 240 H 262 /- I- /136 /41 /7 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 C - - E 249 /- /- /128 /46 /- EXP:B Kzt:NA HORZ TL:0.003 C - - Wind reactions based on MWFRS Des Ld: 51.00 Mean Height:44.43 ft ( ) NCBCLL:10.00 TCDL:6.0 psf Code/Mise Criteria Creep Factor.2.0 H Brg Width=- Min Req=- Soffit: 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.424 E Brg Width=- Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.219 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fec:Yes Max Web CSI:0.147 Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): I Wind Duration:1.60 WAVE VIEW Ver:19.02.02.0109.12 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud: Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Truss must be installed as shown with top chord up. ��REO PROFESS f �GINfI� /O 83294PE OREGON 13 C 4 Uty lc201� 2 ssell Tao4 Renewal 6/30/2020 02/21/2020 '*WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,no. '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 Camellus OR 97113 Component Safety Information,byTPI and SBCA)f safetypractices prior to performing these functions. Installers shall provide temporary (503)357-2118 Est bracing per SCSI.Unless noted otherwise,top chord shall hve properly attached structural sheathing and bottom chord shall have a propefly attached mild ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 03,B7 or 10, as applicable. Apply' plates to each face otruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE- Alpine, drawings 1 0A-Z•for standard plate positions. a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesAseal on this drawing or cover page listing this drawing indicates acceptance of proo'essronal engineering responsibility solely or the design shown. ice suability 8801 Folsom Blvd.,Suite 107 and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com:TPI', www.tpinst.org:SBCA: www.sbcindustry.com:ICC: wvnv.lccsafe.org Sacramento,CA 95826 SEON:72183 MONO Ply: 2 Job Number: 1219203 Cust:R7175 JRef:1WSx5'1750013 T194 FROM:MG City: 2 Red Rock Creek Commons DrwNo: 052.201037.49133 ',Truss Label: CFR / RTT 02/21/2020 5 y 2 Complete Trusses Required l- 7-1/NZ �- I s rriz s' Sr I i, 4,'6.,'tt.H I z 0.5 1v] xsxs a335 SSSS 11.55/r T AB G I ■ 1- - 1111110111111111 1 r ■ 4�u g�-- --.IGP LK J I HG 113x1 33K5 =3X5 n4Ke 1 s 4 I 1ro 3 S4 4T I 1 rY12 1 Iw s r r Loading Criteria(pen Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl1CSI Criteria •Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in be Udell L/# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pt:21.2 Ce:1.1 VERT(LL): 0.008 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.009 C 999 240 L 1462 /-1195 /0 /1058 /954 /7 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 H - - G 1389 /-1135 /- /1005 /906 /- EXP:B Kit:NA Des Ld: 51.00 HO)TZ(TL): 0.002 H - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:44.43 ft TCDL:6.0 psf Code I Misc Criteria Creep Factor 2.0 L Brg Width=- Min Req=- G Width=- Min Req=- Soffit: 2.00 BCDL:4.2 psf Bldg Code: BC 2015 Max TC CSI: 0.079 Brg Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.194 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:0.194 Maximum Web Forces Per Ply(Ibs) 0 4 0 Webs Tens.Comp. Webs Tens. Comp. FT/RT:4( )/ ( )Loc.from endwall:Any GCpi:0.18 Plate Type(s): B-K 591 -711 J-C 538 -592 Wind Duration:1.60 WAVE VIEW Ver.19.02.02B.0122.16 B-J 660 -563 D-H 868 -777 Lumber Top chord 2x8 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud:W2,W4, W6 2x4 DF-L#2: Nailnote Nail Schedule:0.120"x3",min.nails Top Chord:1 Row @ 3.00"c.c. Bet Chord:1 Row @12.00"o.c. Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads —(Lumber Dur.Fac=1.60/Plate Dur.Fac.=1.60) TC:From 32 plf at 0.00 to 32 plf at 5.00 BC:From 20 plf at 0.00 to 20 pH at 5.00 TC:1295 lb Conc.Load at 1.50,3.50 ti��10 PRop„ s. Wind Si Wind loads based on MWFRS with additional C8C 3" ‘..,‘G(fY E: O il member design. 1././ 83294PE 17 End verticals not exposed to wind pressure. LC Additional Notes Negative reaction(s)of-1195#MAX.from a non-wind \\\........C1REGON......) load case requires uplift connection.See Maximum Reactions. SY 14,200Truss must be installed as shown with top chord up. 4`SS g "(an Renewal 6/30/2020 02/21/2020 "WARNING* READ 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 Compontt Safety Infrmation,by t TPI and SBCA)fO safety practices pnor to performing these functions. Installers shall provide temporary (503)357-211e Est bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,87 or B10Y as applicable. AppTy�plates to each face,ofptruss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE- drawings 160A-Z for standard plate positons. Alpine,a division of ITW Building,Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the s„rv,, „ truss in conformance with ANSI/l PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of proressionaT engineering responsibility solely for the des( n shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8801 Folsom Blvd.,Suite 101 Sacramento,CA 95826 For more information see this Job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI:www.tpineiorg:SBCA: www.sbcindustry.com;ICC: www.iccsafe orq SEQN:Z0686 FLAT Ply: 1 Job Number: 1219203 Cust:R7175 JRef:1WSX71750013 T20 " FROM:MG ' Qty: 1 Red Rock Creek Commons OrwNo: 052.20.1037.58030 Truss Label: DGR I RTT 02/21/2020 a -_.__ 12 8"5, 1'10"4 5'6"12 8'4'9 10'10"1 17'7'3 221014 28'4"9 r H 5'6"12 2'9"12 2'5'8 4'10'15 I 5'3'11 I 5'5'11 1111.5X4 w3X10 T2 G H A B C D E F fo ev I P�������....----------1 N M L-----,-- //--//���--- -/- -/-"'IQ III3X10 0 =5X10 -4X5 K J 1113X10 r 28'4'9 i 63"4 5'3'4 2'1"12 II 3'3"11 2'0"3.I 5'2"3 52'3 5'3'4 10'8"9 12'8'S 16' 18'0"3 23'2"6 28'4'9 Loading Criteria(pal) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or"OPLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Cl:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pt:21.2 Ce:1.1 VERT(LL): 0.032 E 999 360 Loc R+ /R- /Rh !Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.062 E 870 240 p" 459 /- /0 /290 /99 /0 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.020 D - - Cl* 324 I- I- /204 /73 I- EXP:Des Ld: 51.00 B Kzt:NA HORZ(TL):0.026 D - - P /-278 Mean Height:43.98 ft NCBCLL:10.00 TCDL:6.0 psf Code!Misc Criteria Creep Factor:2.0 L /-266 I /-327 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.783 Wind reactions based on MWFRS Load Duration:1.15 MWFRS Parallel Dist:0 to h!2 TPI Std: 2014 Max BC CSI: 0.922 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.830 P Big Width=118 Min Req= - P 9 Q Brg Width=167 Min Req= - Loc.from endwall:Any FT/RT:4(0)/4(0) i Beatings P&L are a rigid surface. GCpi:0.18 Plate Type(s): i Members not listed have forces less than 375# Wind Duration:1.60 WAVE VIEW Ver:19.02.028.0122.16 I Maximum Top Chord Forces Per Ply(Ibs) Lumber Wind Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 DF-L#2 T2 2x4 DF-L#1&8et.; Wind loads and reactions based on MWFRS. A-8 1389 -974 E-F 619 -1897 Bot chord 2x6 DF-L#2 End verticals exposed to wind pressure.Deflection B-C 789-1365 F-G 1415 -965 Webs 2x4:DF-L Standard+DF-L Stud: meets U240. C-D 112 -662 G-H 1295 -1162 D-E 255-1291 Special Loads Additional Notes -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(Ibs) TC:From 82 plf at 0.00 to 82 Wet 28.38 BC:From 10 elf at 0.00 to 10 plf at 28.38 Chords Tens.Comp. Chords Tens. Comp. BC: 296 lb Conc.Load at 0.77,2.77,4.77,6.77 P-O 1575-1556 L-K 892 -1183 8.77,10.77,12.77,14.77,16.77,18.77,20.77,22.77 24.77,26.77 O-N 3077-3690 K-J 1726 -1827 BC:1154 lb Conc.Load at 10.69,12.69 N-M 732 -141 J-I 1545 -1529 M-L 2723-3304 Plating Notes All plates are 3X5 except as noted. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Loading Truss transfers a maximum horizontal load of ��so PROp., A-P 485 -455 M-F 2236 -536 s A-0 1035-1502 F-K 265 -1112 7094#( 250.00 plf)along top chord,from either A. S connectdirectioions are orts where tobe designedicbyytEngid. eee Diaphragm e and d. (2�� '' (N F�' �Oy B-N 1788 -840 G-J 1197430 -664 -1555 Drag Loads:Force(#) (PLF) Mbr Start End k/ 83294PE V N-D 241 -1136 J-H 1242 -1404 Case 1: 7094 250.00 TC 0.00 28.38 It 0,...--: D-M 1376 -486 H-I 456 -541 2944 297.31 BC 0.00 9.90 4150 297.31 BC 14.42 28.38 Bottom chord checked for 10.00 psf non-concurrent OREGON live load. 15,0 .C.Purlins �*sell �Lr 14,200� 1.0 The IC of this truss shall be braced with attached `S e I I Tao 9 spans at 24"oc in lieu of structural sheathing. Renewal 61a012020 02/21/2020 "WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 07113 Component Safety Information,by TP1 and SBCA)too'safety practices prior to performing these functions. Installers shall provide temporary Isoal 357-z11a Fitt bracin per SCSI.Unless noted o erwise,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 bracingq Insla led per BCSI sections B3,B7 or B1 as applicable. Apply lates to each face of truss and position as shown above and on the JoinTDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the IN nWCOMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of proTessionar engineering responsibility solely for Ihle design shown. The suitability and use of this cawing for any structure is the responsibility of the Building Designer per ANSf/TP1 1 S-ec. . 8801 Folsom Blvd.,Suite 101 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com,TPI: www.tpinst.org:SBCA: www.sbcindustry.com:ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:62769/ FLAT Ply: 1 Job Number: 1219203 Cust:R 7175 Met 1 W Sx41750013 TV / FROM:MG Qty: 1 Red Rock Creek Commons DrwNo: 051.20.1'242.42021 Truss Label: DGR1 / JAK 02/20/2020 ......._._ 12'0"12I 1'11" 5'4"2 8'5'7 1 10'112 16'10'15 22'57 5'4"2 3'1"5 1'8"5 1 4'10"3 - 5'6"7 IIIA3X5 B =4X5 w3o II1.E4 F III3X5 C G T m 1-- --EL------------------''-'---------_.=----: il _.---f--- -------'8.----' I------- N����M���I L =5 K V J������� H 0 w3X5 =5X5 B2 =3X5 A 22'5"7 1 4'11"2 4'9'10 2'4" 1'11"4 3'3"15 5'1'7 4'11"2 I 9'8"12 I 12'0'12 I 14' I- 1T3"15 22'S'7 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefVCSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 16.00 ,Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.046 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.091 E 716 240 N" 493 /- /0 /312 /91 /0 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.017 B - - O* 392 1- 1- /255 /73 /- EXP:B Kzt:NA • Des Ld: 51.00 HORZ(TL):0.022 B - - N /-303 Mean Height:43.97 ft NCBCLL: 10.00 Code I Wee Criteria Creep Factor:2.0 H /-305 Soffit: 2.00 TCDL:6.0 psf Bldg Code: IBC 2015 Max TC CSI: 0.519 Wind reactions based on MWFRS BCDL:4.2 psf N Brg Width=102 Min Req= - Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.759 0 Brg Width=113 Min Req=- Spacing;24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.800 Loc.from endwall:Any FT/RT:4(0y4(0) Bearings N&K are a rigid surface. GCpi:0.18 Plate Type(s): Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver.19.02.02.0109.12 Chords Tens.Comp. Chords Tens. Comp. Lumber Wind A-B 1468 -735 D-E 395 -2171 Top chord 2x6 DF-L#2 Wind loads and reactions based on MWFRS. B-C 318-1942 E-F 395 -2n_2 Bot chord 2x6 DF-L SS B2 2x6 DF-L#2; End verticals exposed to wind pressure.Deflection C-D 318-1740 F-G 1450 -855 Webs 2x4:DF-L Standard+DF-L Stud:W4, meets U240. W8 2x4 DF-L#2; Additional Notes Maximum Bot Chord Forces Per Ply(lbs) Special Loads Chords Tens.Comp. Chords Tens. Comp. -(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Truss must be installed as shown with top chord up. - - - 1522 TC:From 82 plf at 0.00 to 82 plf at 22.45 N-M 1537-1531 K-J -1901 BC:From 10 plf at 0.00 to 10 plf at 22.45 M-L 2459-3512 J-I 1217 -1596 BC: 262 lb Conc.Load at 0.00,2.00,4.00,6.00 L-K 1826 -338 I-H 1598 -1589 8.00,14.00,16.00,18.00,20.00,22.00 BC:1617 lb Conc.Load at 10.00,12.00 Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Plating Notes All plates are 3X10 except as noted. A-N 543 -353 0-K 1153 -666 A-M 787-1586 K-F 2757 -494 Loading M-B 342-1552 F-I 358 -1622 Truss transfers a maximum horizontal load of B-L 2542 -445 I-G 910 -1559 5612#( 250.O0plf)`ahere top hoindicated.Diaphragm either and ���ED PROFESS' L-D 357 -900 G-H 511 -390 direction,to supports Drag Loaconnectdons are to be s:ds Force(#) (PLF)�Mbr Startd by �Endr of RecOrd. k, 89294.PE i hi �� O� Case 1: 5612 250.00 TC 0.00 22.45 it 2670 311.86 BC 0.00 8.56 �. 2941 311.86 BC 13.02 22.45 Bottom chord checked for 10.00 psf non-concurrent live load. O R EGO N Purlins 13 'err 14.2s0Q (� The TC of this truss shall be braced with attached S's f?J I Tan spans at 24"oc in lieu of structural sheathing. Renewal 6/30/2020 02/21/2020 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.o.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,byTPI and SBCA)far safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progey attached rigid ceiling Locations shown for Permanent lateral restraint f webs shall have bracing installed per BCSI sections B3,B7 or 10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE- drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µ�.r , truss in conformance with ANSIT PI 1,or for handling,shipping,installation and bracing of trussesA seal on thie drawing or cover page., listing this drawing,indicates acceptance of rooessionall engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8801 Folsom Blvd.,Suite 107 • Sacramento.CA 95826 For more information see this job's general notes page and these we sites: ALPINE: www.alpineilw.com,TPI'. www.tpinst.org;SBCA: www.sbcindustry.com',CC: www.iccsafe.org SEON:42773/ FLAT Ply: 1 Job Number: 1219203 Cost R7175 JRef:1WSX71750013 719 I • FROM:MG Oty'. 1 Red Rock Creek Commons DrwNo: 051.20.1242.39635 Truss Label: DGR2 / JAK 02/20/2020 3'2"12 6'2" 8'0"4 11'8"5 15'9"3 20' 3'2"12 ( 2'11"4 -I 1'10"41 3'8"1 ( 4'0"13 4'2"13 H A =4X I111.55X4 =3X110 III3XG O F T o EN -R''''''''''''''''-'>':'...:,,',,\,..:'''''''''''''''''''\''>,,,„,.-..r._ ___ee------------------n-: It/ --------/ L K ���������� H III3X10 M =5X5 =4X12 J I O 113X10 1 20' 1 2'11"4 2'11"4 2'192 4'1"1 3'11"5 3'11"5 2'11"4 I 5'10"8 I 8'0"4 + 12'1"5 16'0"11 20' H Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf In PSF) D.WCSI Criteria a.Maximum Reactions(Ibs),or".PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection In be L/deb LI# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.021 D 999 360 t.oc R. /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.041 D 999 240 N" 636 /- /0 /423 /117 /0 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.010 B - - O. 353 /- /0 /222 /66 /- Des Ld: 51.00 EXP:B Kzt:NA HORZ(TL): 0.013 B - - 1 N /-488 Mean Height:43.97 ft Code I Misc Criteria Creep Factor:2.0 1 H /-423 NCBCLL:10.00 TCDL:6.0 psf Soffit: 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.278 'Wind reactions based on MWFRSN Brg Width=57.5 Min Reg= - Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.646 0 Brg Width=128 Min Reg= - Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Vanes by Ld Case Max Web CSI: 0.854 Bearings N 8 K are a rigid surface. Loc.from endwall:Any FT/RT:4(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Iba) Wind Duration:1.60 WAVE VIEW Ver:19.02.02.0109.12 Chords Tens.Comp. Chords Tens. Comp. Lumber - .- Wind A-B 1009 -435 D-E 254 -1609 Top chord 2x6 DF-L#2 Wind loads and reactions based on MWFRS. B-C 212 -1251 E-F 1168 -772 Bot chord 2x6 DF-L#2 End verticals exposed to wind pressure.Deflection C-D 254 -1398 F-G 1056 -922 Webs 2x4:DF-L Standard+DF-L Stud: meets L/240. Special Loads Maximum Bot Chord Forces Per Ply(ibs) --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Chords Tens.Comp. Chords Tens. Comp. TC:From 82 plf at 0.00 to 82 plf at 20.00 N-M 943 -943 K-J 2500 -2949 BC:From 10pifat 0.00 to 10 plf at 20.00 M-L 1131 -1849 J-I 1414 -1531 BC: 262 lb Conc.Load at 0.02,2.02,4.02,10.02 L-K 1230 -223 I-H 1268 -1264 12.02,14.02,16.02,18.02 BC:1453 lb Conc.Load at 6.02,8.02 Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. All plates are 3X5 except as noted. A-N 662 -326 K-E 1890 -331 Loading A-M 525-1222 E-J 270 -1275 M-B 317-1565 J-F 941 -1259 Truss transfers a maximum horizontal load of B-L 1935 _34,5 F-I 477 -592 5000#( 250.00 plf)along top chord,from either „EO PRO/r L-C 393 .666 I-G 1030 -1185 direction,to supports where indicated.Diaphragm and S connections are to be designed by Engineer of Record. ,gam G I N E rS/O C-K 866 -619 G-H 483 -526 Drag e Loads:5000(#)250.00 MbrC Start End 0.00 20.00 fy 83294PE�� 7 1541 321.68 BC 0.00 4.79 CC 00/ 3458 321.68 BC 9.25 20.00 . Bottom chord checked for 10.00 psf non-concurrent live load. OREGON Purlins A e The TC of this truss shall be braced with attached N- `Zcr f°'Zoo i� spans at 24"oc in lieu of structural sheathing. ss a ll T at\ Additional Notes Renewal 6/30/2020 Truss must be installed as shown with top chord up. 02/21/2020 '"WARNING'* READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling shipping,installin and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for g.safety practices prior to performing these functions. Installers shall provide temporary (593) 7-211e Pot bracing per BCSI.Unless noted oTherwise,top chord shall have properly attached structural sheathing anci bottom chord shall have a props attached rigid ceiling?. Locations shown for.permanent lateral restraint of webs shall have bracing installed per BCI sections 16. 67 or B10Y as applicabe. Apy plates to each face of truss and position as shown above and on the Joint-Details,s, unless noted otherwise. F�efer to ALPINE- Alpine, drawings 160A-Z frstandard plate positions. a division of ITW Buildin components Group Inc.shall not be responsible for any deviation from this drpwinq�any failure to build the ,nn,.m„PANY truss in conformance with ANStITTPl 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of orolessionaf engineering responsibility solely for the design shown. The suitability and use of this awing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10 For more information see this job's general notes page and these web sites_ ALPINE: www.alpineitw.com:TPI'. www.tpinst.org;SBCA:www.sbcindustry.com:ICC: www.iccsefe.org Sacramento,CA 95826 SEQN:62765/ HIPS Ply: 1 Job Number. 1219203 Cust:R7175 JRef:1WS)191750013 T1Q5 FROM:MG Qty: 1 ,Red Rock Creek Commons DrwNo: 051.20.1'242.41618 Truss Label: DGR3 / JAK 02/20/20,20 4'4"2 6'2"4 8'0"8 11'10" 15'9"4 20' 4'4'2 1'10"2 1'10"4I 3'9"8 - - 3'11'4 I 4'2"12 IIII3X7 III4X12A B =4C5 1111.5DX4 E ,2 F 1113XG o o OM INE T I ' / _ 1 113X7 /// M 1114X8 KV //////////H =3X10 J I HI3X10 1 20' A 4'0"10 1'10"2I 2'1"12 4'1" 3'11"4 3'11"4 4'0"10 5'10"1T 8'0"8H _I 12'1"8 16'0"12 20' Loading Criteria(psf) Wind Criteria Snow Criteria(Poplin PSF) Dafl/CSI Criteria ♦Maximum Reactions(Ibs),or'=PLF • TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph j Pf:21.2 Ce:1.1 VERT(LL): 0.009 L 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.019 L 999 240 N' 318 /- /0 /330 /51 ID BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.008 B - - H' 465 /- /- /293 /87 /- EXP:B Kzt:NA Ld:Des51.00 HORZ(TL):0.011 B - - N /-273 Des : 10.00 Mean Height:44.18 ft Code/Misc Criteria Creep Factor.2.0 H /-400 TCDL:6.0 psf Wind reactions based on MWFRS Soffit: 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.152 N Brg Width=43.3 Min Req= - Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.375 H Brg Width=142 Min Req= - Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.441 Bearings N&K are a rigid surface. Loc.from endwall:Any FT/RT:4(0y4(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:19.02.02.0109.12 Chords Tens.Comp. Chords Tens. Comp. Lumber Wind A-B 666 -969 D-E 1019 -858 Top chord 2x12 OF-L#2 T2 2x6 DF-L#2; Wind loads and reactions based on MWFRS. B-C 167 -945 E-F 1129 -960 Bol chord 2x6 DF-L#2 End verticals exposed to wind pressure.Deflection C-D 563 -392 F-G 1042 -962 Webs 2x4:DF-L Standard+DF-L Stud: meets U240. Additional Notes Maximum Bot Chord Forces Per Ply(Ibs) Special Loads Chords Tens.Comp. Chords Tens. Comp. -(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Truss must be installed as shown with top chord up. TC:From 82 plf at 0.00 to 82 plf at 20.00 N-M 2323-2-87 K-J 3206 -3480 BC:From 20 plf at 0.00 to 20 plf at 6.04 M-L 475 67 J-I 1433 -1461 BC:From 10 plf at 6.04 to 10 pif at 20.00 L-K 800 -142 I-H 1269 -1265 BC:1733 lb Conc.Load at 6.04,8.04 BC: 282 lb Conc.Load at 10.04,12.04,14.04,16.04 Maximum Web Forces Per Ply(Ibs) 18.04 Webs Tens.Comp. Webs Tens. Comp. Plating Notes A-N 288 -585 K-E 909 -937 All plates are 3X5 except as noted. A-M 1100 -753 E-J 332 -554 M-B 188 -1089 J-F 1072 -1233 Loading �EpPROF . B-L 1212 -331 F-I 453 -672 Truss transfers a maximum horizontal load of ,(�(i SS, L-C 1126 -168 I-G 1098 -1170 4999#( 250.00 plf)along top chord,from either �5 aG I N g�,,sb /0 C-K 264-1557 G-H 479 -556 direction,to supports where indicated.Diaphragm and (9 connections are to be designed by Engineer of Record. it 53294PE 9 Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 4999 250.00 TC 0.00 20.00 1162 322.52 BC 0.00 3.60 3837 322.52 BC 8.10 20.00 Bottom chord checked for 10.00 psf non-concurrent OREGON live load. `wLy1e,20n 0 4 Purlins Ssell Tat%. The TC of this truss shall be braced with attached spans at 24'oc in lieu of structural sheathing. Renewal 6/30/2020 02/2U2020 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating handlin. shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fog safety practices prior to performing these functions. Installers shall.provide temporary (503)357-2116 Ext bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shah have a progerl attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83,B7 or B10y as applicable. Apply plates to each face of truss and position as shown above and on the Joints Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin99..Components Group Inc.shall not be responsible for any deviation from this dwing,any failure to build the truss in conformance with ANSITTPI 1,or for handling,shipping,installation and braci rang of.trussesA seal on this drawing or cover page listingthis drawing,indicates acceptance of o essiona engineering responsibility solely for the design shown. The suitability and use of this drawingpr for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 101 Sacramento,CA 95826 For more information see this lob's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org:SBCA: www.sbcindustry.com;CC. www.iccsafe.orq SEON:62672/ FLAT Ply: 1 Job Number: 1219203 Cust:R7175 JRef:1WSX71750013 T1B / • FROM:MG r City: 1 Red Rock Creek Commons DrwNo: 051.20.1242.40835 Truss Label: DGR4 / JAK 02/20/2020 • I 228I 1'9"8 5" 4'2"8 6'2"8 10'7"15 15'1"5 20' 5 2' 2' 4'5"7 -. ._ 4'5'7 4'10'11 A 10 B C D 1111.E 4 F G T \\\\V----„,,,,,,,,„„,...,,,, °_____________:;3____/„.----' ___________------' 1 N:111:1 M L K V --------------,-----------------------------_---1,-----.-----H 1113X10 m6X8 1114X12 J I 0 =3X10 1113X10 e 20' e 1'10"8 2'0"8 2' 4'815 4'8'15 47'3 1'70'8 3'11' 5'11" - 107"15 15'4"13 20' H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Osfl/CSI Criteria A Maximum Reactions(Ube),or'=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.022 L 999 360 Loo R+ I R. /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.045 L 999 240 N 2054 I- I- /1620 /357 I- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(TL): 0.012 H - - 0' 357 /- /0 /225 /63 /0 Des Ld: 51.00 EXP:B Kzt:NA HORZ(TL):0.016 H - - H /-521 Mean Height:44.39 ft Wind reactions based on MWFRS NCBCLL: 10.00 Code I Misc Criteria Creep Factor.2.0 TCDL:6.0 psf BldgCode: IBC 2015 Max TC CSI: 0.152 N Brg Width=5.5 Min Req=2.2 Soffit: 2. BCDL:4.2 psf0 Brg Width=159 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.608 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.870 Bearings N&K are a rigid surface. P 9 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:4(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.19.02.02.0109.12 A-B 266 -1531 D-E 1198 -935 Lumber Wind B-C 352 -2024 E-F 1291 -1028 Top chord 2x6 DF-L#2 Wind loads and reactions based on MWFRS. C-D 189 -1077 F-G 1234 -1142 Bot chord 2x8 DF-L#2 End verticals exposed to wind pressure.Deflection Webs 2x4:DF-L Standard+DF-L Stud: meets L/240. W2 2x4 DF-L#2; Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Special Loads M-L 1607 -281 J-I 2209 -2294 --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.1.15) L-K 1981 -330 I-H 1728 -1725 TC:From 41 plf at 0.00 to 41 plf at 20.00 K-J 4062-2021 BC:From 10 plf at 0.00 to 10 plf at 20.00 BC:1430 lb Conc.Load at 2.06,4.06,6.06 BC: 249 lb Conc.Load at 8.06,10.06,12.06,14.06 Maximum Web Forces Per Ply(Ibs) 16.06,18.06 Webs Tens.Comp. Webs Tens. Comp. Plating Notes A-N 345-1959 K-D 871 -339 All plates are 3X5 except as noted. A-M 2418 -420 D-J 515 -1967 M-B 274 -881 J-F 1167 -1368 Loading B-L 1068 -344 F-1 568 -627 Truss transfers a maximum horizontal load of ep PROF L-C 1145 -179 I-G 1278 -1385 5000#( 250.00 plf)along top chord,from either ,c'' FSS/ C-K 240-1435 G-H 598 -616 direction,to supports where indicated.Diaphragm and ,� G 1 N - O connections are to be designed by Engineer of Record. Co (G� Fir 2 Drag Loads:Force(#) (PLF) Mbr Start End L(/ 83294PE 9 Case 1: 5000 250.00 TC 0.00 20.00 cr ,,,,.....-- 5000 376.14 BC 6.71 20.00 Bottom chord checked for 10.00 psf non-concurrent live load. OREGON Purlins "�r.r 14,xoa, 1L The TC of this truss shall be braced with attached G`rS �( spans at 24"oc in lieu of structural sheathing. t?ll Tan Additional Notes Renewal 6/30/2020 Truss must be installed as shown with top chord up. 02/2I/2020 "'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.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)f safety actices prior to performing these functions. Installers shall provide ternporary (503)357-211s Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propen attached maid ceilin Locations shown for permanent lateral rest aint of webs shall have bracin installed per BCSI sections B3,B7 or B10y as applicable. Appl plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for s andard plate positions. Alpine,a division of ITW Buildin CComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANIIW COMPANYtruss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of,trussesq seal on this drawing or cover page listing this drawing,Indicates acceptance of proTesslonal engineering responsibility solely for the designdesigndrawing 8801 Folsom Blvd.,Suite 101 For more information see this job's general notes ..and these web sites. ALPINE: wwwal ineitwcom:TPI: www.tinsior:SBCA: www.sbcindu g Sacramento,CA 95826 page pp q, stry.wm;CC: www.icosafe or SEON:72166 FLAT Ply: 1 I Job Number: 1219203 Cust:R 7175 JRef:1 WSX►1750013 719 ' FROM:MG Qty: 1 Red Rock Creek Commons DrwNo: 05220.1038.07723 !i Truss Label: OGR5 / RTT 02/21/2020 CONTRACTOR TO 3'1"5 6'2"11 97.8 31"5 3'1"5 3'4'13 VERIFY LOCATION 1i1A5X4 =3XX5 w3X _3X D io al III3X10 -3X5 -3X5 Ill3X10 I 9'7"8 3'4'13 3'1"5 3'1"5 3'4°13 6'6'3 I 9'7"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs),or"=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:212 Ce:1.1 VERT(LL): 0.002 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.002 D 999 240 E• 608 /- /- /296 /148 /9 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.009 A - - H /-546 Kzt:NA Des Ld: 51.00 EXP.B HORZ(TL):0.014 A - - Wind reactions based on MW FRS Mean Height:44.44 ft NCBCLL: 10.00 TCDL:6.0 psf Code/Wee Criteria Creep Factor.2.0 E Brg Width=115 Min Reg=- rigid Soffit: 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.069 Bearing H is a gid surface. Load Duration:1.15 MW FRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.590 Members not listed have forces less than 375# RepFac:Varies byLd Case Max Web CSI: 0.315 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 776 -776 C-D 729 -734 Wind Duration:1.60 WAVE VIEW Ver:19.02.02B.0122.16 B-C 708 -711 Lumber Additional Notes Top chord 2x6 DF-L#2 Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(ibs) Bot chord 2x6 DF-L#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4:DF-L Standard+DF-L Stud: H-G 785 -763 F-E 840 -834 Special Loads G-F 786 -770 • -(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Maximum Web Forces Per PlyIbs ) TC:From 82 plf al 0.00 to 82 pU at 3.30 Webs Tens.Comp. Webs ( Tens. Corn TC:From 41 plf at 3.30 to 41 plf at 9.62p. BC:From 20 plf at 0.00 to 20 plf at 3.30 H-B 975-1001 C-F 618 -716 BC:From 10 pit at 3.30 to 10 plf at 9.62 B-G 539 -698 F-D 933 -935 BC:1590 lb Conc.Load at 3.30 BC:1113 lb Conc.Load at 5.23 G-C 992 -1009 D-E 560 -605 BC:1246 lb Conc.Load at 7.30,9.30 Loading Truss transfers a maximum horizontal load of 2406#( 250.00 plf)along top chord,from either direction,to supports where indicated.Diaphragm and connectionsEp PROtc Drag Loads:Force(#) (PLF) Mbr StarteeEndRecord. ,c(GFL 'ss, Case 1: 2406 250.00 TC 0.00 9.62 %, aG i N E- 0 2316 240.57 BC 0.00 9.62 /yam 83294PE 9 Bottom chord checked for 10.00 psf non-concurrent Cr .- live load. Purlins The TC of this truss shall be braced with attached OREGON spans at 24"oc in lieu of structural sheathing. 4, `titr E1 2000 ?r Wind sell Tang Wind loads and reactions based on MWFRS. End verticals exposed to wind pressure.Deflection Renewal 6)30(2020 meets U240. 02/21/2020 ''WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "'IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shippinginstalling and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 87113 Component Safety Information,by TPI and SBCA)for safety dractices prior to performing these functions. Installers shall provide temporary (503)357-2118 Fat bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ngid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections 63,B7 or 610, as applicable Apply lates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to AL PINE' Edrawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the rrvrnvo:rawm truss in conformance with ANSIrfPt 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of prooassiens engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIJTPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10- For more information see this job's general notes page and these web sites: ALPINE Sacramento,CA 95826': www.alpineitw.corr TPI. www.tpinst.org:SBCA: ww a sbcindustry.com:ICC: www.iccsafe.org r SEON:82678/ FLAT Ply: 1 I Job Number: 1219203 Gust:R 7175 JRef:1 WSX71750013 T100 FROM:MG ' Qty: 1 ' Red Rock Creek Commons DrwNo: 051.20.1242.40960 " Truss Label: DGR6 •BFR I JAI< 02/20/2020 5'3" 10'0"12 11'11" 15'992 20' 5'3" 4'9"12 I 1'10"4{ 3'10"12 I_ 4'2"4 III3X5 III1.5X4 0 '4X5 1113X5 A B C F I co EN I tI L ,..------I-----------------..----------------._--------------->'--- J I ���.-------.----------------- G M K 3X10 w4X5 H N 1113X"1$0 III3X10 r 1 8'ra 1 1011" 1 411"8 5'1"4 2'1"12 3'10'12 3'10"12 F 411"8 10'092 12'2"8 16'1"4 I 20' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf In PSF) DeflICSI Criteria ♦Maximum Reactions(Ibs),or'aPLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 CC 1.1 CAT:II PP Deflection in too Udefl I1# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pt 21.2 Ce:1.1 VERT(LL): 0.023 C 999 360 Loc R. /R- /Rh /Rw /U /RL • BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.046 C 999 240 1 L 228 I- /- /612 /419 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.017 E - - M' 371 I- /0 /195 /69 /0 • EXP:B Kzt:NA HORZ L: 0.022 E - - ' 438 I- /0 /310 /83 !- Des Ld: 51.00 Mean Height 44.17 ft � ) N M /-418 NCBCLL: 10.00 TCDL:6.0 psf Coda I Misc Criteria Creep Factor:2.0 G /574 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.383 Wind reactions based on MWFRS Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.692 Spacing:24,0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.775 L Brg Width=10 Min Req= 1.5 P 9: M Brg Width=103 Min Reg=- Loc.from endwall:Any FT/RT:4(0)/4(0) N Brg Width=77.5 Min Req=- GCpi:0.18 Plate Type(s): Bearings L,M.&I are a rigid surface. Wind Duration:1.60 WAVE VIEW Ver.19.02.02.0109.12 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 and reactions based on MWFRS. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 DF-L#2 End verticals exposed to wind pressure.Deflection A-B 1294-1018 D-E 377 -1544 Webs 2x4:DF-L Standard+DF-L Stud: meets U240. B-C 465-1592 E-F 1220 -725 C-D 213 -1202 Special Loads Additional Notes -(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Uplift connections required.See uplifts in R-and U Maximum Bot Chord Forces Per Ply fibs) TC:From 82 plf at 0.00 to 82 plf at 20.00 columns of Maximum Reactions table. BC:From 10 plf at 0.00 to 10 pI at 20.00 Chords Tens.Comp. Chords Tens. Comp. BC: 262 lb Conc.Load at 2.06,4.06,6.06,8.06 Truss must be installed as shown with top chord up. 14.06,16.06,18.06 L-K 1595 -1588 I-H 1726 -2379 BC:1274 lb Conc.Load at 10.06,12.06 K-J 3250-3537 H-G 1252 -1249 J-I 1197 -222 Plating Notes All plates are 3X5 except as noted. Maximum Web Forces Per Ply Ms) Webs Tens.Comp. Webs Tens. Comp. Loading A-L 515 -512 D-I 622 -675 Truss transfers a maximum horizontal load of5000#( along chord,from either p PRO A-K 1108-1418 I-E 1998 -321 direction,toSsOupportsplf)where indicated.Diaphragm and .(G�e ��' K-B 267-1124 E-H 300 -1380 connections are to be designed by Engineer of Record. %y G i N F �O B-J 1927 -529 H-F 830 -1403 Drag Loads:Force(#) (PLF) Mbr Start End V.'" F4:1 2 J-D 845 -919 F-G 647 -454 Case 1: 5000 250.00 TC 0.00 20.00 tt/ 83294PE 9 2922 321.68 BC 0.00 9.08 a /- 2078 321.68 BC 13.54 20.00 Bottom chord checked for 10.00 psf non-concurrent live load. OREGON Purlins 13 `1LV 14,20(� 0 The TC of this truss shall be braced with attached Gs8@�� Tar•t spans at 24"oc In lieu of structural sheathing. Renewal 6/30/2020 02/21/2020 "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box46B Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest editionof BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fo)safty actices prior to performing these functions. Installers shall rovide terhporat (593)357-2118 Eel bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom Ord shall have a prope y attached rigid ceilin Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections 83,B7 or B10, os applicab� Aptpl Elates t each face of truss and position as shown above and on the Join[Details, unless noted otherwise. Refer to ALPINE' NE drawings 160A-Z is andard plate positions. Alpine,a division of ITW Buildin Componnts Group Inc.shall not be responsible for,any deviation from this drawing,any failure to build the IN OW coMwn truss in conformance with ANSITTPI 1,or for handling,shipping,installation and bracing of trussesA seal on hi;drawing or cover page listing this drawing indicates acceptance of proq�essiona engineering responsibility solely for the design shown. The suitability8801 Folsom Blvd.,Suite 10- and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcinduslry.com;ICC: www.iccsafe.org Sacramento,CA 95826 SEQN:62767/ MONO Ply: 1 Job Number: 1219203 Cust:R7175 JRef:1WS)C71750013 T1,17 FROM:MG Oty: 1 Red Rock Creek Commons OrwNo: 051.20.1242.40072 Truss Label: DGR7 BFR / JAK 02/20/2020 5'0"2 9'695 14'1'13 19'1"14 5'0"2 4'6"14 I 4'6"14 5'0"2 III3X5 -3XX5 III 1. 4 =3X5 III 3X5 A C X E T r g I '_ JI J^ 1113X10 1113X10 -3X5 -3X7 =3X5 I 19'1"14 H F 4'8"10 I 4'10"6 4'10"6 4'810 4'8"10 9'6"15 14'5"5 19'1'14 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf In PSF) OaflICSI Criteria ♦Maximum Reactions(Iba),or'tiPLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in be Udefl OF Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Cc:1.1 VERT(LL): 0.002 A 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.002 A 999 240' F' 224 /- /- /98 /43 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.017 C - - J /-251 EXP:B Kzt:NA Des Ld: 51.00 HORZ(TL): 0.020 C - - F /-370 NCBCLL:10.00 Mean Height:44.17 ft Code!Misc Criteria Creep Factor.2.0 Wind reactions based on MWFRS TCDL:6.0 psf F Brg Width=229 Min Reg=- Soffit: 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.200 Load Duration:1.15 MWFRS Parallel Dist:0 to h12 TPI Std: 2014 Max BC CSI: 0.323 Bearing J is a rigid surface. Spacing:24.0" C6C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.615 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver.19.02.02.0109.12 A-B 1132-1121 C-D 1149 -1136 B-C 1149-1136 D-E 1130 -1124 Lumber Additional Notes Top chord 2x6 DF-L#2 Truss must be installed as shown with top chord up. Maximum Got Chord Forces Per Ply Ibs Bot chord 2x6 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud: Uplift reactions require connections continuous to Chords Tens.Comp. Chords Tens. Comp. foundation or offsetting dead load. Special Loads See uplifts in U and R-columns of Max Reactions J-I 1179 -1173 H-G 1199 -1184 -(Lumber Dur.Fac=1.15/Plate Dur.Fac.1.15) table. I-H 1205-1178 G-F 1179 -1173 TC:From 82 plf at 0.00 to 82 pit at 19.16 Maximum Web Forces Per BC:From 10 pfl at 0.00 to 10 plf at 19.16 Ply(Iba ) BC: 262 lb Conc.Load at 0.04,2.04,4.04 Webs Tens.Comp. Webs Tens. Comp. BC: 249 lb Conc.Load at 6.04,8.04,10.04,12.04 A-J 465 -581 H-0 1308 -1339 14.04,16.04,18.04 A-I 1232-1252 D-G 499 -934 Loading I-B 436 -728 G-E 1235 -1249 Truss transfers a maximum horizontal load of B-H 1301 -1346 E-F 498 -557 4789#( 250.00 plf)along top chord,from either direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End PRO Case 1: 4789 250.00 TC 0.00 19.16 ��E IFS 4789 249.97 BC 0.00 19.16 ��'� G I N F 6j0 otBottom live bade checked for 10.00 psf non-concurrent 0 4,g3294PEFiil 9 /Puffins The TC of this truss shall be braced with attached spans at 24"oc in lieu of structural sheathing. OREGON Wind 11 t icy14,l. oe Wind loads and reactions based on MWFRS. 4 .. End verticals exposed to wind pressure.Deflection ' sell Tan meets L/240. Renewal 6/30/2020 02/21/2020 **WARNING" READ 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 extremecare in fabricating,handiin shipping installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Infrmation,b TPI andSBCA)for safety practices prior to perfoing these functions. Installers shall provide temporary (503)357-211s Ext bracing per BCSI.Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a progeny attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z'for standard plate positions. Alpine,a division of ITW BuildingU 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 true sA seal on this drawing or cover page listing this drawing,indicates acceptance of proTessional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 107 For more information see this job's general notes page and these web sites. ALPINE: www.alpineitw.com;WI: wvw.tpinst.org;SBCA: www.sbcindustry.com;ICC. www.iocsaie.org Sacramento.CA 95826 SEQN:62771/ FLAT Ply: 1 Job Number: 1219203 Cust:R7175 JRef:1WSX71750013 T7 I " FROM!MG ‘ Qty: 1 Red Rock Creek Commons DrwNo: 051.20.1242.40757 Truss Label: DGR8 BFR I JAK 02/20/2020 • 30'2 _I_ 50"2 , 9'5"13 12' ` 13'11"8, 18'6"15 I 23'5"14 3'0'2 2' 4'5"11 2'6"3 1'11"8 4'7"7 4'10"15 = B C 1111.5DX4 4X5= E F G 1113XH q 4X5 T m so N W\ _ 1 - L----" En P 0 N V ,----,-------"----;----"----"------------------"----------/------------.-----,---7 I III3X7 =6X8 _ L 4K J 1II3X10 A 23'5"14 i 2'8"2 , 2'0"8 , 4'9"3 -I 49"3 1'9" , 2'10'7 , 4'7"7 T6"2 4'8 10 9'5'13 14'3' 16' 18'10"7 23'5'14 Loading Criteria lest) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deb/CSI Criteria A Maximum Reactions(lb.),or".PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:212 Ce:1.1 VERT(LL): 0.009 0 999 360 Loc R+ /R- /Rh l Rw /U I RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.018 0 999 240 P 1836 /- /- /1435 /329 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.013 I - - I" 342 /- /- /181 /65 /- EXP:B Kzt:NA Des Ld: 51.00 Mean Height:44.17 ft HORZ(TL):0.017 I - - I /-387 NCBCLL:10.00 Code I Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS TCDL:6.0 psf P BrgWidth=5.3 Min Req2.0 Soffit: 2.00 !BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.194 = Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.572 I Brg Width=222 Min Req=- S Spacing:24.0" RepFac:Varies byLd Case Max Web CSI:0.609 Bearings P 8 N are a rigid surface. Pa 9 C&C Dist a:3.00ft Loc.from endwall:Any FT/RT:4(0)/4(0) Membersximunot Topli Chordol have Forcess less than 375# Maximum Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver..19.02.02.0109.12 Lumber Wind A-B 193-1189 E-F 1230 -1158 B-C 340 -528 F-G 1284 -1251 • Top chord 2x6 DF-L#2 Wind loads and reactions based on MWFRS. C-D 1078-1006 G-H 1212 -1200 Bot chord 2x6 DF-L#2 End verticals exposed to wind pressure.Deflection D-E 741 -669 Webs 2x4:DF-L Standard+DF-L Stud: meets U240. W 1 2x12 DF-L#2; Uplift reactions require connections continuous to Maximum Bot Chord Forces Per Ply(Ibs) Special Loads foundation or offsetting dead load. Chords Tens.Comp. Chords Tens. Comp. -(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) See uplifts in U and R-columns of Max Reactions TC:From 82 plf at 0.00 to 82 plf at 23.49 table. O-N 1196 -285 L-K 1641 -1633 BC:From 10 pIt at 0.00 to 10 plf at 23.49 N-M 2703-2320 K-J 1087 -1079 BC:1261 lb Conc.Load at 0.86,2.86.4.86 M-L 1862-1880 J-I 1462 -1456 BC: 249 lb Conc.Load at 6.86,8.86,10.86,12.86 14.86,16.86,18.86,20.86,22.86 Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Plating Notes - ------ All plates are 3X5 except as noted. A-P 178 -943 M-F 1103 -1163 A-0 1404 -255 F-L 451 -563 Loading 0-B 1036 -136 L-G 1334 -1379 Truss transfers a maximum horizontal load of B-N 223-1322 G-J 546 -699 5871#( 250.00 plf)along top chord,from either 02IeCo PRO344 FS C-M 1012-1306 H-I 1549 324 �604 direction,to supports where indicated.Diaphragm and �( S connections are to be designed by Engineer of Record. .� G i N F ip D-M 118 -395 Drag Loads:Force(#) (PLF) Mbr Start End C2 le.,. Fi' 2 Case 1: 5871 250.00 TC 0.00 23.49 tO 83294PE 7 5871 316.49 BC 4.94 23.49 Er Bottom chord checked for 10.00 psf non-concurrent live load. Puffins OREGON The TC of this truss shall be braced with attached 13 '2ty 14,sod° 0 spans at 24"oc in lieu of structural sheathing. S,se II Tar°i Additional Notes Renewal 6/30/2020 Truss must be installed as shown with top chord up. 02/21/2020 '"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box488 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building ComeIus OR 97113 Component Safety Information,by TPI and SBCA)for saety pactices prior to performing these functions. Installers shall provide terporary (5m)357-2118 Ext bracing per BCSI.Unless noted o herwlse,top chord shall have properly attached structural sheathing and bottom chord shall have a propels attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B.10Y as applicable. App�l plates to each face,of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z fb standard plate positons. Alpine,a division of ITW Buildin Componnts 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 e,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance ofpro essronai engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 101 For more information see this lob's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.orq;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95826 1 SEON:62719/ MONO Ply: 1 Job Number. 1219203 Cust:R 7175 JRef:1WSX71750013 T67 I FROM:MG City: 1 Red Rock Creek Commons DrwNo: 051.20.1242.3909 Truss Label: DGR9 BFR / JAK 02/20/2020 5- 5'8'9 f 10'10'6 11'P10 , 5 5'3'9 51'13 I3J4 0.5 12 w3X5 1111.DE w4X5 C - AB TI 40 ex 0 i' l JI H FK I113)(7 sa4x5 II14X8 G A 11'1'10 1 5'1'13 53'e 5'5"1 10a'f0 p ,.5S.'I I '311 114'10 ll Loading Criteria(pet) Wind Criteria Snow Criteria(Pg,Pf in PSF) DsfllCSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Sid: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl LJ# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pt:21.2 Ce:1.1 VERT(LL): 0.024 H 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.048 H 999 240 j 1056 I- /- /1234 /190 /2783 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.031 E - - K 1003 I- /- /1091 /180 /- EXP:B Kzt:NA 9 HORZ TL:0.043 E - - Wind reactions based on MWFRS Des Ld: 51.00 Mean Hei ht:44.37 ft ( ) Code/Miss Criteria CreepFactor.2.0 J Brg Width=- Min Req= - NCBCLL:10.00 TCDL:6.02 psf K Brg Width=10.7 Min Req= 1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.423 Bearing G is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.621 by Rep Fac:Varies Ld Case Max Web CSI: 0.780 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ftMaximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.80 WAVE VIEW Ver 19.02.02.0109.12 B-C 817-2079 C-D 1347 -1364 Lumber Additional Notes MTop chord 2x4 DF-L#2 Truss must be installed as shown with top chord up. Chords Tens.Comp.m Bot Chord ForcesC Per Ply(Ibs) Bot chord 2x6 DF-L#2 Chords Chords Tens. Comp. Webs 2x4:DF-L Standard+DF-L Stud: 1-H 2785-2771 H-G 1838 -6 8 Bracing (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. member. B-I 361 -1025 H-C 846 -428 Special Loads B-H 2278 -925 C-G 698 -2023 -(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 41 pti at 0.00 to 41 p8 at 11.13 BC:From 101181 0.00 to 10 Oat 11.13 BC: 249 lb Conc.Load at 0.37,2.37,4.37.6.37 8.37,10.37 Loading Truss transfers a maximum horizontal load of 2783#( 250.00 plf)along top chord,from either p PROF- direction,to supports where indicated.Diaphragm and FLE F connections are to be designed by Engineer of Record. '(' SS, Drag o1: 2783 ds: (#)25000 MbrC Start End Ss0 0.00 1113 ,C. �aG 94PE�61 O2 2783 BC 0.00 9 Bottom chord checked for 10.00 psf non-concurrent �/ live load. Wind OREGON Wind loads and reactions based on MWFRS. r End verticals exposed to wind pressure.Deflection 4 �Ly 14,2000 ex meets u180. ssell Tar Renewal 6/30/2020 02/21/2020 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer toand 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 Est bracing per SCSI.Unless noted otherwise lop chord shall have properly attached structural sheathing and bottom chord shall have a prope attached rigid ceiling. Locations shown for rmanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610y as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for sandard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the ,,,,,,u,03,,,r,,,, truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawingav or cover page listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design sho n. The sulfa:Ni ty gg01 Folsom Blvd.,Suite 10� and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineltw.com:TPI: www.tpiretorg:SBCA: www.sbcindusby.com;ICC: www.iccsafe.org Sacramento,CA 95828 SEON:629981 FLAT Ply: 1 Job Number: 1219203 Cost JRef1WSX71750013 T89 I " FROM:MG Oly: 1 Red Rock Creek Commons DrwNo: 051.20.1242.41989 Truss Label: DGR10 BFR / JAK 02/20/2020 t 4'8"9 _ 9'1"11 14' 4'8"9 4'5"1 4'10"5 H A 5 1111.E 4 =3X w3X5D . Ti1 0 a, 5 io 1 1 ri-_.___--------r----------7 �..---"..-.---------��.------..-/-------------------..-.E III3X10 G G F 1113X10 w 3X7 w 3X5 I 14' I 4'8'9 4'B'9 4'6"13 -I 4'8'9 9'5'3 I 14' Loading Criteria(paf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefLICSI Criteria A Maximum Reactions(Ibs),or'=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in Mc Udell U# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.002 D 999 360 Loc R+ I R- /Rh /Rw /U I RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.003 D 999 240 E" 290 I- I- /148 /51 I- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.016 B - - H /-298 EXP:B Kzt:NA HORZ(TL):0.021 B - - E I-392 Des Ld: 51.00 Mean Height:44.53 ft ( ) Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:6.0psf Code/Mize Criteria Creep Factor:2.0 E Brg Width=168 Min Req= - Soffit: 2.00 BCOL 4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.148 Bearing H is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 WI Std: 2014 Max BC CSI: 0.554 Spacing:24.0" CS,C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.83E Members not listed have forces less than 375# P 9: Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.19.02.02.0109.12 A-8 1123-1116 C-D 1113 -1112 ---- B-C 1169-1162 Lumber Additional Notes Top chord 2x6 DF-L#2 Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x6 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud: Uplift reactions require connections continuous to Chords Tens.Comp. Chords Tens. Comp. foundation or offsetting dead load. Special Loads See uplifts in U and R-columns of Max Reactions H-G 1181 -1172 F-E 1144 -1136 table. G-F 1138 -1122 -(Lumber Dur.Fac.=1.15I Plate Dur.Fac=1.15) TC:From 41 plf at 0.00 to 41 p#at 14.00 BC:From 10 elf at 0.00 to 10 pH at 14.00 Maximum Web Forces Per Ply(Ibs) BC: 477 b Conc.Load at 0.70,2.70,4.70,8.70 Webs Tens.Comp. Webs Tens. Comp. 8.70,10.70,12.70 A-H 582 -636 C-F 619 -770 A-G 1263-1281 F-D 1269 -1279 Loading G-C 1361 -1388 D-E 595 -654 Truss transfers a maximum horizontal load of 3499#( 250.00 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: 3499 250.00 TC 0.00 14.00 p PRD 3499 249.96 BC 0.00 14.00 ,`ARE Ic-A, Bottom chord checked for 10.00 psf non-concurrent `c� G I IV � F /0 Itire a CIli rd. 83294PE � 7 Purlins The TC of this truss shall be braced with attached spans at 24"oc in lieu of structural sheathing. Wind OREGON Wind loads and reactions based on MWFRS. /) t End verticals exposed to wind pressure.Deflection ``r e Jl'Tan (� meets U240. Renewal 6/30/2020 02/21/2020 "'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 460 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)Mr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2MB Exl bracing per 13CSI.Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom hord ghall have a prooe0{r attached rigid ceiling. Locations shown fortpermanent lateral restraint of webs shall have bracing insr#Iled per BCSI sections 83,B7 or 6B10y as applicable. App plates to each face o truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.,shall not be responsible for any deviation from this drawing any failure to build the ,„,n„rorsw„ truss in conformance with ANSI/IP' 1,or for handling,shipping,installation and bracing of trussesA Seal on this drawing or cover page.. listing this drawing,indicates acceptance of pro7essionat engineering responsibility solely for the design shown. The suitbility and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sgec.2. 8801 Folsom Blvd.,Suite 10" For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www. inst o :SBCA: ww s.sbandus .corn;ICC: www,iccsafe.org Sacramento,CA 95826 I Q P 9 p IP � t9. W SEQN:63000/ FLAT Ply: 1 Job Number: 1219203 Cusl:R 7175 JRe1:1 W SX71750013 TL1 / FROM:MG Qty: 1 Red Rock Creek Commons DrwNo: 051.20.1242.40945 Truss Label: DGR11 / JAK 02/20/2620 2'9'14 4'9"2 9'8"6 14'7"9 20' 2'9'14 1'11'4 4'11"3 I 4'11"3 I 5'4"7 w 4X8 =4X5 II11.5X4 A B C D E F T 11 rn (a� \fif :nr:_ L///A K J .------..--------,------�������/ �� G 1113X7 1II4X12 =4X5 I H M w 3X10 III3X10 1 20' 2'6"6 1'11"4 5'2'11 5'2'11 5'0'15 2'6"6 4'590 9'8"6 I 14'11"1 20' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/C81 Criteria ♦Maximum Reactions(lb.),or'=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.024 J 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.050 J 999 240 L' 1639 /- /- /1302 /288 /1 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.015 D - - M' 304 I- /- /202 /54 /- EXP:B Kzt:NA Des Ld: 51.00 HORZ(TL): 0.020 D - - G /-505 Mean Height:44.53 ft Wind reactions based on MWFRS NCBCLL:10.00 TCDL:6.0 psf Code I Misc Criteria Creep Factor:2.0 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.211 L Brg Width=16.9 Min Req= - Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.852 M inBrg Width=168 Min Req= - S Spacing:24.0" RepFac:Varies byLd Case Max Web CSI: 0.799 Bearings L&J are a rigid surface. P 9 C&C Dist a:3.00 ft Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(lb.) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:19.02.02.0109.12 A-8 322 -1844 D-E 1291 -1118 Lumber Purlins B-C 319-1804 E-F 1314 -1255 Top chord 2x6 DF-L#2 The TC of this truss shall be braced with attached C-D 1349 -1176 Bat chord 2x6 DF-L#2 spans at 24"oc in lieu of structural sheathing. Webs 2x4:DF-L Standard+DF-L Stud: W2 2x4 DF-L#2: Wind Maximum Bot Chord Forces Per Ply Ms) Bracing Wind loads and reactions based on MWFRS. Chords Tens.Comp. Chords Tens. Comp. End verticals exposed to wind pressure.Deflection L-K 456 -451 I-H 1949 -1997 (a)Continuous lateral restraint equally spaced on meets U240. K-J 1841 -323 H-G 1641 -1635 member. J-I 3415 -607 Special Loads Additional Notes --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Truss must be installed as shown with top chord up. Maximum Web Forces Per Ply(Ibs) TC:From 41 plf at 0.00 to 41 plf at 20.00 Webs Tens.Comp. Webs Tens. Comp. BC:From 10 plf at 0.00 to 10 plf at 20.00 A-L 348-1955 D-I 71 -383 BC: 477 lb Conc.Load at 0.68,4.68 A-K 2617 -457 I-E 1273 -1414 BC:1672lb Conc.Load at 2.68 BC:1195 lb Conc.Load at 4.74 K-B 707 -654 E-H 574 -673 • BC: 249 lb Conc.Load at 6.68,8.68,10.68,12.68 B-J 770 -847 H-F 1400 -1472 14.68,16.68,18.68 J-C 1091 -196 F-G 628 -669 Plating Notes �,REp R P OFESS C-I 380-2441 All plates are 3X5 except as noted. O.,0 ,_,o 1 N FF �O Loading ../ 83294PE 9 Truss transfers a maximum horizontal load of '' 4999#( 250.00 plf)along lop chord,from either direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. OREGON Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 4999 250.00 TC 0.00 20.00 11 'Zrr1a,z°°° QC 454 322.98 BC 0.00 1.41 4545 322.98 BC 5.93 20.00 SS a 11 'fan 4 Bottom chord checked for 10.00 psf non-concurrent Renewal 6/30/2020 live load. 02/21/2020 ""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! 1, Coeponselso(Oregon.Inc. '"IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.o-Box a69 Trusses require extreme care in fabri tin ,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Comelius OR 97113 Component Safety Information,by t TPI and SBCA)fr salty practices poor to performing these functions. Installers shall]provide tempora (503)357-2118 Ext bracing per BCSI.Unless noted o herwise,top chord shall ave properly attached structural sheathing and bottom chord shall have a pro attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCI sections B3,B7 or B10Y as applicable. Apply plates to each face,of truss and position as shown above and on the JoinrDetails, unless noted otherwise. Refer to ALPINE' drawings 180A-Z for standard plate positions. Alpine,a division of ITW BUil�ddln q.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 trussesA seal on this drawing or cover pa listing this drawing indicates acceptance of prooessionaa engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is hie responsibility of the Building Designer per ANSI/TP!1 Sec.2. 8801 Folsom Blvd.,Suite 10- • For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw com,TPI www.lpinst org;SBCA: www.sbcindustry.coml CC: www.iccsafe.org Sacramento,CA 95826 SEON:53008! FLAT Ply: 1 Job Number: 1219203 Cast:R7175 JRef:1WSX71750013 T126 FROM:MG Qry: 1 Red Rock Creek Commons DrwNo: 051.20.1242.40384 Truss Label: DGR12 / JAK 02/20/2020 • 4'5"9 8'7"10 12'9"10 14'9'10 1T10"12 4I '5"9 I 1 4'2"1 4'2"1 2' I 3'1"2 A B C D E 1.5 FHI 4 T o 0 inc W2 W4 W6 W 10 I \\--- L I H V ///G III3X10 K J 1114X12 M III3X7 r 17'10'12 i 4'2"1 4'2"1 4'2'1 2' 1 3'4'10 4'2"1 8'4"2 �- 12'6"2 - 14'6'2-I 17'10"12 H Loading Criteria(pat) Wind Criteria Snow Criteria(Pg,Pf In PSF) DefIICSI Criteria •Maximum Reactions(Ibs),or"aPLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.016 H 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.033 H 999 240 L" 349 /- 10 /230 /62 /0 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.019 F - - M" 1036 /- /- /961 /183 /- EXP:B Kzt:NA :0. Des Ld: 51.00 Mean Height:44.53 ft HORZ(TL 1 025 F - - L /-531 NCBCLL:10.00 TCDL:6.0 psf Mae 1 se Criteria Creep Factor:2.0 Wind reactions based on MWFRS L Brg Width=143 Min Req=- Soffit: 2.00 BCDL:4.2 psi Bldg Code: IBC 2015 Max TC CSI: 0.145 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.650 M Brg Width=17.1 Min Req=- Rep Fac:Varies byLd Case Max Web CSI: 0.497 Bearings L&M are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:19.02.02.0109.12 -- - ---- A-B 1139 -1044 D-E 275 -1568 Lumber Wind B-C 1253 -965 E-F 769 -775 Top chord 2x6 DF-L#2 Wind loads and reactions based on MWFRS. C-D 552 -1469 Bot chord 2x6 DF-L#2 End verticals exposed to wind pressure.Deflection Webs 2x4:DF-L Standard+DF-L Stud:W2,W4,W6, meets U240. W 8,W 10 2x4 DF-L#2; Maximum Bot Chord Forces Per Ply(Ibs) Additional Notes Special Loads Chords Tens.Comp. Chords Tens. Comp. (Lumber Dur.Fac.=1.15/Plate Dur.Fac=1.15) Truss must be installed as shown with top chord up. L-K 1393 -1389 I-H 1269 -246 TC:From 41 plf at 0.00 to 41 plf at 17.90 K-J 229 -3599 H-G 1476 -254 BC:From 10 plf at 0.00 to 10 plf at 17.90 J-I 3229 -3599 BC: 249 lb Conc.Load at 0.66,2.66,4.66,6.66 8.66,10.66,16.66 Maximum Web Forces Per Ply(Ibs) BC:1444 lb Cone.Load at 12.66 Webs Tens.Comp. Webs Tens. Comp. BC:1556 lb Conc.Load at 14.66 A-L 672 -670 C-I 1714 -392 Plating Notes A-K 1221 -1338 I-D 178 -1103 All plates are 3X5 except as noted. K-B 694 -708 D-H 1272 -242 B-J 1147 -1380 H-E 1206 -184 Loading �Ep PROFF J-C 188-1041 E-G 329 -1913 Truss transfers a maximum horizontal load of ,. Ss� 4474#( 250.00 plf)along top chord,from either C' I!N direction,to supports where indicated.Diaphragm and C9� 04G ,0•� OZ connections are to be designed by Engineer of Record. 14/ 83294PE y Drag Loads:Force(#) (PLF) Mbr Start End it Case 1: 4474 250.00 TC 0.00 17.90 3997 333.99 BC 0.00 11.97 477 333.99 BC 16.47 17.90 Bottom chord checked for 10.00 psf non-concurrent OREGON live load. 11, fly 14,26# A0 Puriins $Sell Tan'. The TC of this truss shall be braced with attached spans at 24"oc in lieu of structural sheathing. Renewal 6/30/2020 02/21/2020 'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Elox488 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,byTPI and SBCA)far safely practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted oherwi e,to chord shall have properly attached structural sheathing and bott m chord hall h v a ro lr attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing instaled per SCSI sections B3 �7 or B10y as applicable. Apply plates to each face oftruss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for sandard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the u�mvcon+PAsr truss in conformance with ANSI, P1 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page- listing this drawing indicates acceptance of prooessionat engineering responsibility solely for the design shown. The sufi�Taablbty and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 107 for more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinstorg;SECA: www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95826 SEQN:72190 FLAT j Ply: 1 Job Number: 1219203 Gust:R 7175 JRef:1 W SX71750013 T87 FROM:MG Qty: 1 Red Rock Creek Commons DrwNo: 052.20.1 l38.11933 Truss Label: DGR13 I RTT 02/21/2020 49 6.29 I 174.13 I 14 I 16'6'6 , 19'8•1 I 229'4 I 6'2.7 6'27 l'r3 7 2'11'11 3'3'3 III1.5X4 =4X5 A B C D E F G H Til m ///P 1 L CD if P�-----1--------------------����������� J I I 1114X8 O N M L 6 1114X8 I1:3X7 m4X5 1 229 4 A 6'5'15 59.1 6'§§ 7 71191 71191 6F. '5'15 17 112'd•5 16994I 19'9"9 I 229.4 I I ZIT 149.14 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DBNCSI Criteria A Maximum Reactions(Ibs),or•=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.009 J 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.019 J 999 240 p• 404 /- /- /173 /146 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.019 A - - G 1243 /- /- /1200 /216 /- EXP:B Kzt:NA Des Ld: 51.00 HORZ(TL): ):0.024 A - - P /-373 Mean Height:44.53 ft NCBCLL:10.00 TCDL:6.0 psf Code I Miss Criteria Creep Factor:2.0 M /-229 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.327 Wind reactions based on MWFRS P Brg Width=214 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.770 Spacing:24.0' C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.968 8 Brg Width=5.5 uMr a Req= 1.5 P n9� Bearings P&Q are a rigid surface. Loc.from endwall:Any FT/RT:4(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ven.19.02.02E1.0122.16 Chords Tens.Comp. Chords Tens. Comp. Lumber Purling A-B 1541 -1553 E-F 448 -308 Top chord 2x6 DF-L#2 The TC of this truss shall be braced with attached B-C 1552 -1527 F-G 605 -406 Bot chord 2x6 DF-L#2 spans at 24-oc in lieu of structural sheathing. C-D 551 -475 G-H 166 -1135 Webs 2x4:DF-L Standard+DF-L Stud:W2, D-E 683 -608 W4 2x4 DF-L#2; Wind Bracing Wind loads and reactions based on MW FRS. Maximum Bot Chord Forces Per Ply(Ibs) (a)Continuous lateral restraint equally spaced on End verticals exposed to wind pressure.Deflection Chords Tens.Comp. Chords Tens. Comp. meets member. L/240. P-O 1492 -1490 M-L 1014 -1146 Special Loads Additional Notes O-N 883 -NO L-K 1003 -1177 -(Lumber Dur.Fac.=1.151 Plate Dur.Fac=1.15) Truss must be installed as shown with top chord up. N-M 1104 -1161 K-J 2290 -555 TC:From 41 plf at 0.00 to 41 pH at 22.77 BC:From 10 plf at 0.00 to 10 plf at 22.77 Maximum Web Forces Per Ply(Ibs) BC: 249 lb Conc.Load at 0.75,2.75,4.75,8.75 Webs Tens.Comp._ Webs Tens. Comp. 8.75,10.75,12.75 P-8 1616-111i06 L-F 979 -918 BC:1389 lb Conc.Load at 14.68,16.68 BC:1388 lb Conc.Load at 18.75,20.75 8-O 503 -739 F-K 702 -916 0-C 1499-1463 K-G 256 -1585 Plating All plates aree 3X5 except as noted. .(e't- PR OpFSS M-E 1191 -1095 J-H 1495 -218 ,GJ a0INe, i0 E-L 881 -958 H-I 164 -1015 Loading 83294PE 9 Truss transfers a maximum horizontal load of it 00...0- 5692#( 250.00 plf)along top chord,from either direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End \ ,,,,,,,, REGON Case 1: 5692 250.00 TC 0.00 22.77 5692 319.19 BC 0.00 17.83 G 'sir-r 1 a,sod' c Bottom chord checked for 10.00 psf non-concurrentss a S� Tan i live load. Renewal 6/30/2020 02/21/2020 "WARNING" READ 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)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Fxl bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propr y attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracnstalled per BCSI sections 93,B7 or B10, as applicable. AppTy ing i plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to A IPL NE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µ„N„- . truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of rotessionat engineering responsibility solely for the design shown. The suitability and use of this awing for any structure is theP responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8601 Folsom Blvd.,Suite 101 For more information see this job's general notes page and these web sites. ALPINE: www.alpineitw.com;TPI_ www.(pinst orq,SBCA. www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95826 " SEQN:70700 FLAT Ply: 2 Job Number. 1219203 Cum:R7175 JRet1WSX71750013 T129 FROM:MG City: 1 Red Rock Creek Commons DrwNo: 052.20.1039.14717 Truss Label: DGR14 / RTT 02121/2020 I 7 5 2 Complete Trusses Required 5" 4'11'4 9'9" I 5'I 4'8"4 4'9'12 H AB I111.5X4 =4X5 C D - I o � w2 C _ �7 VX - F III 3X5 1 9'9" 1 4'8" 4'992 4'11"4 9'9" g3 Loading Criteria(pef) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL; 16.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.028 C 999 360 j Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.057 C 999 240 I H 2248 I- /0 /1770 /394 /2437 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(TL): 0.008 A - - I 2656 /- /- /2066 /460 /- Des Ld: 51.00 EXP.B Kzt:NA HORZ(TL):0.017 A - - Wind reactions based on MWFRS Mean Height:44.12 ft Code!Misc Criteria CreepFactor 2.0 H Brg Width=- Min Req=- NCBCLL:0.00 TCDL: TCDL:4.2 psi I erg Width=5.5 Min Req= 1.5 Soffit 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.245 Bearing I is a rigid surface. Load Duration:1.15 ,MW FRS Pastel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.577 Members not listed have forces less than 375# Spacing:24.0" CRC Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.329 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.19.02.026.0122.16 B-C 271 -1565 C-D 271 -1565 Lumber Purling Topchord 2x4 DF-L#2 The TC of this truss shall be braced with attached MaximumChord Forces Per Ply(Ibs) Bot chord 2x6 DF-L#2 spans at 24"oc in lieu of structural sheathing. ChordsT Tenns.s.Comp. Webs 2x4:DF-L Standard+DF-L Stud:W2, G-F 1224-1209 W4 2x4 DF-L#2; Wind Wind loads and reactions based on MW FRS.Nailnote Maximum Web Forces Per Ply(Ibs) Nail Schedule:0.120"x3",min.nails End verticals exposed to wind pressure.Deflection Webs Tens.Comp. Webs Tens. Comp. meets U240. Top Chord:1 Row @11.00"o.c. B-G 152 -816 F-D 1712 -296 Bot Chord:2 Rows @ 5.00"o.c.(Each Row) B-F 1711 -296 D-E 138 -768 Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads -(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 82 plat 0.00 to 82 pf at 3.07 TC:From 41 gat 3.07 to 41 plf at 9.75 BC:From 10 pf at 0.00 to 10 pf at 9.75 Q PROF BC:1400044 lb Conc.Load at 3.07 •�Conc.Load at 1.15 °� �SS,/ BC: 929 lb Conc.Load at 5.15,7.15,9.15 �. �,G 1 N FF Q ,Q 2 Loading 83294PE 9 Truss transfers a maximum horizontal load of �.-- • 2437#( 250.00 pf)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 OREGON Case 1: 2437 250.00 TC 0.00 9.75 a 2437 BC 0.00 4 w0,14.200 twe i s&ell Tan Additional Notes Truss must be installed as shown with top chord up. Renewal 6/30/2020 02/21/2020 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Tares Components of Oregon,Inc. **IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.iox 68 97113 Trusses require extreme care in fabrL'catin hha�ndlin shipping installing and bracing. Refer to and follow the latest edition of BCSI(Building (Son)lltrs ORle Component Safety Information,by TPI and'SBCAA)ger safety practices prior to performing these functions. Installers shall provide temporary _ al bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,87 or 10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinFDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinaComponents Group Inc.shall apt be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page.. listing this drawing,indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 107 and use of this awing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.corn,TPI_ www.tpinst.org;SBCA: www.sbandustry.com;ICC: www.iccsafe.org Sacramento,CA 95826 SEON:63021/ FLAT Ply: 1 Job Number: 1219203 Cost R7175 JRe/:1WSX71750013 T95 I FROM:MG Oty: 1 Red Rock Creek Commons DrwNo: 051.20.1242.40773 Truss Label: DGR15 / JAK 02/20/2920 4'10"4 I 9'8"8 11'8"8 I 14'8"8 18' 4'10"4 4'10"4 2' 3' 3'3"8 III1.5X4 =4X5 1113X5 A B C D E F M w w w1 E N 1 _ L----,----,----,--;- / J 1113X10///K/// =5X5 =4X5 V H/ MG 1113X10 1 1T11"6 i 5'192 4'10'4 2' 3' 3' I 5'1"12 10' 12' I 15' 18' Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(Ths),or"-PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Nan-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.020 J 999 360 Loc R+ /R- /Rh /Rw /U /RI.. BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.040 J 999 240 L' 379 /- /- /259 /71 /- BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.011 A - - M" 639 /- /0 /441 /119 /0 EXP:B Kit:NA Des Ld: 51.00 HORZ(TL):0.015 A - - L /-438 NCBCLL: 10.00 Mean Height:44.32 ft Code I Mac Criteria Creep Factor:2.0 G /-627 TCDL:4.2 psi Soffit: 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.278 Wind reactions based on MWFRS Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.622 L Brg Width=102 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Vanes by Ld Case Max Web CSI: 0.900 M Brg Width=59.3 Min Req=- Loc.from endwall:Any FT/RT:4(0)/4(0) Bearings L I are a rigid surface. GCpi:0.18 Plate Type(s): Members no t listed have forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:19.02.02.0109.12 Chords Tens.Comp. Chords Tens. Comp. Lumber Wind A-B 1207-1215 D-E 201 -1279 Top chord 2x6 DF-L#2 Wind loads and reactions based on MWFRS. B-C 1332-1077 E-F 1048 -485 Bot chord 2x6 DF-L#2 End verticals exposed to wind pressure.Deflection C-D 261 -1417 Webs 2x4:DF-L Standard+DF-L Stud:W2,W4,W6, meets U240. W 8,W 10 2x4 DF-L#2; Additional Notes Maximum Bot Chord Forces Per Ply(Ibs) Special Loads Chords Tens.Comp. Chords Tens. Comp. -(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Truss must be installed as shown with top chord up. L-K 1056 -1251 I-H 1207 -1941 TC:From 82 pit at 0.00 to 82 plf at 18.00 K-J 2695 -504 H-G 1162 -981 BC:From 10 plf at 0.00 to 10 plf at 18.00 BC: 262 lb Conc.Load at 1.85,3.85,5.85,7.85 J-I 1170 -214 13.85,15.85,17.85 BC:1453 lb Conc.Load at 9.85,11.85 Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Plating Notes -- All plates are 3X5 except as noted. L-B 1392 -1168 D-I 421 -832 B-K 310 -812 I-E 1959 -351 Loading K-C 370 -2155 E-H 339 -1665 Truss transfers a maximum horizontal load of p PRO 3 C-J 904 -285 H-F 614 -1332 4500#( 250.00 plf)along top chord,from either RE FF J-D 992 -568 F-G 792 -411 direction,to supports where indicated.Diaphragm and '( SV connections are to be designed by Engineer of Record. � ‘AG)N - O Drag Loads:Force(#) (PLF) Mbr Start End tN� 83294PE 41 S. Case 1: 4500 250.00 TC 0.00 18.00 2870 333.55 BC 0.00 8.60 it /- 1630 333.55 BC 13.06 17.95 Bottom chord checked for 10.00 psf non-concurrent live load. OREGON Purlins /4 "Ltr14,20e" q The TC of this truss shall be braced with attached *sell Tare t spans at 24"oc in lieu of structural sheathing. Renewal 6/30/2020 02/21/2020 "WARNING" READ 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 46e russes require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)f safety practices prior to performing these functions. Installers shall provide temporary (So3)357-211e Eat bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have,a proper) attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 93,87 or B10y as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE'NE 1�' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the tru9s in conformance with ANSI, PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, lusting this drawing indicates acceptance of proxessronar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 103 Sacrament,CA 95826 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com',TPI: www.tpinstorq':SBCA'. www.sbcindustry.com;ICC: www.iccsafeorg " SEQN:64023/ FLAT Ply: 1 Job Number: 1219203 Coat:R 7175 JRef:1 WSX71750013 T73 / FROM:MG- * City: 1 Red Rock Creek Commons DrwNo: 051.20.1242.39681 s Truss Label: DGR18 BFR / JAK 02/20/2020 5'912 11'7"8 13'8"4 j 18' E. 5'99 2 I 5'99 2 I 2'0"12 4'3"12 III 1.5X4 =4X5 A B C D E o I I W2 (el W4 W6 W8 k 1 = II - - J ������------------------>.--,----"-.'T.-------- H G ////FK III 4X8 I 1114X8 1113X7 1 18' 61"4 5'9"12 1 2'092 i 41r4 6'1"4 11'11" 13'11"121 18' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,PI in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs),or'aPLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udell L#f Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf;21.2 Ce:1.1 VERT(LL): 0.023 G 999 360 Loc Re /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.046 G 999 240 J" 396 /- /0 /253 /75 /0 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.015 A - - K' 832 /- /0 /685 /153 /0 EXP:B Kzt:NA HORZ(TL):0.020 A - - J /-398 Des Ld: 51.00 Mean Height:44.32 ft ( ) NCBCLL: 10.00 TCDL:6.0 psf Code/Miss Criteria Creep Factor.2.0 Wind reactions based on MWFRS Soffit: 2.00 Bldg Code: IBC 2015 Max TC CSI: 0.350 J Brg Width=134 Min Req=- • BCDL:4.2 psf K Brg Width=28.2 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.760 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.832 Bearings J&G are a rigid surface. 9 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Ters.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:19.02.02.0109.12 Lumber Purlins A-B 1444 -1456 C-D 207 -1088 B-C 1548 -1299 D-E 284 -1769 Top chord 2x6 DF-L#2 The TC of this truss shall be braced with attached Bot chord 2x6 DF-L#2 spans at 24"oc in lieu of structural sheathing. Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4:DF-L Standard+DF-L Stud:W2,W4,W6, W8 2x4 DF-L#2: Wind Chords Tens.Comp. Chords Tens. Comp. Bracing Wind loads and reactions based on MWFRS. J-I 1321 -1503 H-G 1476 -282 End verticals exposed to wind pressure.Deflection I-H 2855 -787 G-F 1562 -1558 (a)Continuous lateral restraint equally spaced on meets L/240. member. Additional Notes Maximum Web Forces Per Ply(Ibs) Special Loads Webs Tens.Comp. Webs Tens. Comp. Truss must be installed as shown with top chord up. (Lumber Dur.Fao.=1.15/Plate Dur.Fac.1.15) J-B 1625-1415 H-D 542 -1178 TC:From 82 elf at 0.00 to 82 plf at 18.00 ***DO NOT TURN TRUSS END-FOR-END*** B-I 304 -843 D-G 841 -505 BC:From 10 plf at 0.00 to 10 pif at 18.00 I-C 743-2138 G-E 2 -329 BC: 262 lb Conc.Load at 1.83,3.83,5.83,7.83 9.83,15.83,17.83 C-H 743 -435 E-F 217 17 -1110 110 BC:1453 lb Conc.Load at 11.83,13.83 Plating Notes Rip PROF-E, S All plates are 3X5 except as noted. S Loading (2.• � ��G I N .. 'OZ ' Truss transfers a maximum horizontal load of <(/ 83294PE 4500#( 250.00 p11)along top chord,from either LC 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: 4500 250.00 TC 0.00 18.00 OREGON 3717 332.27 BC 0.00 11.19 782 332.27 BC 15.65 18.00 13 'Ztr 1a,opera 0 Bottom chord checked for 10.00 psf non-concurrent ' ae►I Tafiq live load. Renewal 6/30/2020 02/2 1/2020 "'WARNING" READ 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 ComponentSafety Information,byTPI an SBCA)for safety practices prior to performing these functions. Installersshall rovide temporary (5n3)357-zt fs F'd bracing perr BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a prope{ attached rigid ceiling Locations shown for rmanent lateral restraint of webs shall have bracing installed per BCSI sections 93,B7 or B10Y as applicable. Apply plates to each face or truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of rooessfonal engineering responsibility solely for the design shown. The suitability and use of this awing for any structure is thep responsibility of the Building Designer per`ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite t0- For more information see this lob's general notes page and these web sites: ALPINE: wwm.alpineitw.com;TPI: a .tpinst.orq:5BCA: www.sbcindustry.com;ICC: www.iccsafe.orq Sacramento,CA 95826 SEQN:72188 FLAT Ply: 1 Job Number: 1219203 Cust R7175 JRet1WS1t71750013 Ti61 FROM:MG Qty: 1 Red Rock Creek Commons DiwNo: 052.20.1041.41137 Truss Label: DGR17 / RTT 02/21/2420 4'1'14 8'0"4 11'8' 4 137"2 18'8"13 19'10" 4'1'14 3'10'6 3'8"10 I 1'10'4 I 2'11'11 3'3"3 � IIAX5 B C II11:D E F 1113XG T o 0 K - -'''11 L''''''-'-'''':>''''''''..''''''''''''''''''''='''''':''''''''''''..-.''''''''''''''''''''''''-'''C:I'''''' I R'''''''''''''''''''''..''''''-- 1 7,7 7 1 - i I N������������------------------,-'---- H 1113X10 M L K J I 0 .3X7 1113X10 1 19'10" i 3'10"6 3'10"6 I 4'0"2 , 2'1"12 I 2'11"11 2'11"11 3'10"6 7'8"12 11'8"14 13'10"10 16'10"5 19'10" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSl Criteria ♦Maximum Reactions(lbs),or"•-PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udell L/# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.002 G 999 360 Loo R+ I R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.002 G 999 240 N" 331 I- /- /133 /133 I- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.012 D - - 0 161 I- /- /628 /480 I- EXP:B Kzt:NA Des Ld: 51.00 HORZ(TL):0.015 D - - N /-409 NCBCLL:10.00 Mean Height 44.32 fl TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 H /-479 Wind reactions based on MWFRS Soffit: 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.134 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.133 N Brg Width=232 Min Req=- Spacing:24.0" CRC Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.382 0 ring Width=5.5 Min Req= 1.5 0/4 0 Bearings N&0 are a rigid surface. FTlRT:4 Loc.from endwall:Any ( ) ( ) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:19.02.02B.0122.16 Chords Tens.Comp. Chords Tens. Comp. Lumber Wind A-B 864 -856 D-E 651 -610 Top chord 2x6 DF-L#2 Wind loads and reactions based on MWFRS. B-C 811 -787 E-F 717 -692 Bot chord 2x6 DF-L SS End verticals exposed to wind pressure.Deflection C-D 783 -742 F-G 703 -697 Webs 2x4:DF-L Standard+DF-L Stud: meets U240. Special Loads Additional Notes Maximum Bot Chord Forces Per Ply(lbs) 1(Lumber Dur.Fac.=1.15!Plate Dur.Fac.= .15) Chords Tens.Comp. Chords Tens. Comp. 82 pH at 0.00 t 82 pd 19.83 Uplift connections required.See uplifts in R-and U TC:From BC:From 2 Of at 0.00 to 2 plf at 19.83 columns of Maximum Reactions table. N-M 966 -963 K-J 407 -419 BC: 262 lb Conc.Load at 1.81,3.81,5.81,7.81 Truss must be installed as shown with top chord up. M-L 1011 -987 J-I 715 -en 9.81,15.61,17.81 L-K 1030-1028 I-H 743 -741 BC:1462 lb Conc.Load at 11.74,13.74 Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. All plates are 3X5 except as noted. A-N 473 -575 K-E 916 -962 Loading A-M 999-1011 E-J 680 -780 M-B 473 -731 J-F 957 -1014 Truss transfers a maximum horizontal load of 4958#( 250.00 pif)along top chord,from either p PR O B-L 1055-1113 F-I 565 -758 direction,to supports where indicated.Diaphragm and ' F-.. L-C 444 -650 I-G 887 -896 connections are to be designed by Engineer of Record. �'� i N S/ C-K 995-1046 G-H 513 -593 Drag Loads:Force(#) (PLF) Mbr Start End C2� �aC' FF,Q OZ Case 1: 4958 250.00 IC 0.00 19.83 83294PE 9 4958 249.97 BC 0.00 19.83 LC / Bottom chord checked for 10.00 psf non-concurrent live load. Purlins OREGON The TC of this truss shall be braced with attached m r spans at 24"oc in lieu of structural sheathing. lit, icy 14,zoo t� se!! Tar Renewal 6/30/2020 02/21/2020 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "`IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)f safety actices prior to perfolling these functions. Installers shalllprovide temporarryv (503)357-211e Ext bracing Der BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached nod ceiling Locations shown for ermanent lateral restraint of webs shall have bracing ins'talted per BCSI sections 63,B7 or 810, as applicable. Apply plates to each face of trussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall net be responsible for any deviation from this drawing,any failure to build the mvcadwrr truss in conformance with ANSIIOTPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pro essrona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10: For more information see this job's general notes page and these web sites: ALPINE: %ww.alpineitw.com;TPI'. www.tpinst.org:SBCA: www.sbcindustry.com:ICC: www.iasafe.org Sacramento,CA 95826 1 , SEQN:82336/ MONO Ply: 1 Job Number: 1219203 Cust:R7175 JRef:1WSX71750013 T14 i FROM:MG ' ! Qty: 3 Red Rock Creek Commons DrwNo: 05120.1242.40074 Truss Label: E / JAK 02/20/2020 1713I 6'6- I 11'4"3 I 1676 ( 196"12 1713 4'10'3 4'10 3 4.10•3 3'4'6 WI 2 0.5 W11 r sr e3X5 -3X5 3X5 E F r r _ 1 1 L K J I H =3X5 =3X5 =3X5 =-3X5 e4X5 1114X5 III3X5 III3X5 1 19'6'12 - i 1'11.5 4'10'3 4'10'3 4'10'3 3'0'14 1'11'6 I 6'9.6 I 117'11 16'5'14 I 19'692 • Loading Criteria(pet) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1/CS1 Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.068 0 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.141 0 999 240 M 960 /- /- /582 /250 /414 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.019 A - - H 960 /- /- /582 /245 /- Des Ld: 51.00 EXP:B Kzt:NA HORZ(TL):0.040 A - - Wind reactions based on MWFRS NCBCLL:10.00 Mean H 0 p 44.03 ft Code I Mlsc Criteria Creep Factor:2.0 M Brg Width=3.8 Min Reg= 1.5 TCDL:6.0 psf H Brg Width=5.5 Min Reg 1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.217 Bearings M&H are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPl Std: 2014 Max BC CSI: 0.347 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.727 Members not listed have forces less than 375# Loc.from endwall:AnyFT/RT: Maximum Top Chord Forces Per Ply Ohs) 4(0)I4(D) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): ..__ Wind Duration:1.60 WAVE VIEW Ver.19.02.02.0109.12 A-B 524 -456 D-E 574 -2228 Lumber B-C 551 -723 E-F 749 -1380 C-D 514-1926 Top chord 2x4 DF-L#1&Bel. Bot chord 2x4 DF-L#1&Bet. Webs 2x4:DF-L Standard+DF-L Stud:W 1, Maximum Bot Chord Forces Per Ply(Ibs) W 11 2x6 DF-L#2; Chords Tens.Comp. Chords Tens. Comp. Loading M-L 942 -865 J-I 1466 -352 L-K 1866 -845 I-H 403 -445 Bottom chord checked for 10.00 psf non-concurrent K-J 2248 -632 live load. Drifting snow load has been considered for only Maximum Web Forces Per Ply(Ibs) in plane loading as follows: Webs Tens.Comp. Webs Tens. Comp. Location Lut Lu2 Height Pd W 0.46 0.00 20.00 3.83 34.65 4.02 M-B 347-1177 E-I 304 -677 19.10 0.00 20.00 4.60 34.65 4.02 B-L 694 -223 I-F 1522 -567 Where:Lu1=leeward distance,Lu2=windward distance L-C 490 -1321 F-H 282 -932 Pd=max applied load,W=length of applied load. J-E 819 -473 Wind Wind loads based on MWFRS with additional C&C do)PRO member design. "(F,Et F'`S1S End verticals exposed to wind pressure.Deflection ,� �_AG 1 N F,� �Q meets U240. 0 1" 83294PE 9 Additional Notes Truss must be installed as shown with top chord up. .r� OREGON 3 "/Lr 14,2p00 Qr `&self Tanga Renewal 6130(2020 02/21/2020 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Tmr Comp onents of Oregon.lnc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,inetalting and bracing.,Refer to nd fellow the latest editionof SCSI(Building Comellus OR 97113 Component Safety Information,by TPI enSBCA)t safety practices prior to performing these functions. Installers shal rovide temporary (s0313s7-211a ea bracing per BCSI.Unless noted ooherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown for pernanent lateral restraint of webs shall have bracingins ailed per BCSI sections 83,B7 or 9B1U0 as applicable. App plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or rver page, listing this drawing,indicates acceptance of ro essiona engineering responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 101 and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801amento,CA 95Sui For more information see this job's general notes page end these web aces: ALPINE: www.alpineitw.com;TPI: www.lpinstorg;SECA: www.sbolndusby.com;CC: www.iasafe.org SEON:626501 MONO Ply: 2 Job Number: 1219203 Cust:R7175 JRef:1 WSXP1750013 T43 / FROM:MG Oty: 1 Red Rock Creek Commons DrwNo: 051.20.1242.440071 Truss Label: EGR I JAK 02/20/2020 I 5 5 2 Complete Trusses Required ' 1713 68- 11'4'3 1676 W'692 1713' 4'10'3 4'10'3 I 4'10'3 i 34'e IWI 2 wti "o 0.5 Y t =3e a3x5 T c _3% 1 : igi1 3x5 =3%5 IY4)45 113x10 e3x10 1 _ 166"12 I 1111 4'10'3 410'3 4'10'3 30"14 1'11"5 I en 11711 I 1e5"14 1se"12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf In PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udell L/# Gravity Non-Gravity TCOL: 16.00 Speed: 120 mph Pf:21.2 Ca:1.1 VERT(LL):-0.087 D 999 360 Loc R+ I R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.114 D 999 240 M 1633 /- /- I- /1323 1- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.025 A - - 0 1603 I- I- I- /1108 /- EXP:B Kzt:NA HORZ(TL):0.031 A - - Wind reactions based on MWFRS Des Ld: 51.00 Mean Height:44.03 ft ( )' NCBCLL:0.00 Code/Misc Criteria Creep Factor:2.0 M Brg Width=3.8 Min Reg= 1.5 TCDL:6.0 psf 0 BrgWidth=5.5 Min R 1.5 Soffit: 2.00 ' BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.183 TPI Std: 2014 Max BC CSI: 0.396 Bearings M&0 are a rigid surface. Load Duration:1.15 '.. MWFRS Parallel Dist:0 to h/2Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.589 Loc.from endwall:AnyFT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver..19.02.02.0109.12 8-C 603 -642 D-E 1523 -1965 Lumber Additional Notes C-D 1368 -t696 E-F 978 -1221 Top chord 2x4 DF-L#18Bet. Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 OF-L#2 Webs 2x4:DF-L Standard+DF-L Stud:W 1, Chords Tens.Comp. Chords Tens. Comp. W 11 2x6 DF-L#2: M-L 560 -472 K-J 1971 -1462 Nailnote L-K 1651 -1259 J-I 1285 -956 Nail Schedule:0.120"x3",min.nails Top Chord:1 Row @12.00"o.c. Maximum Web Forces Per Ply(lbs) Bot Chord:1 Row @12.00"o.c. Webs Tens.Comp. Webs Tens. Comp. Webs :1 Row @ 4"o.c. M-B 815-1007 E-I 250 -480 Use equal spacing between rows and stagger nails in each row to avoid splitting. B-L 675 -656 I-F 1334 -947 L-C 798-1135 F-H 542 -774 Special Loads J-E 728 -551 -(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 96 plf at 0.46 to 96 plf at 19.10 BC:From 20 plf at 0.00 to 20 plf at 19.56 BC: 117 lb Conc.Load at 1.50,3.50,5.50,7.50 9.50,11.50,13.50,15.50,17.50 A eED PROFESS Loading �, ' �G I N FF �Q Drifting snow load has been considered for only W 83294PE 9 in plane loading as follows: IY ,..„..-, Location Lu1 Lu2 Height Pd W 0.46 0.00 20.00 3.83 34.65 4.02 - 19.10 0.00 20.00 4.60 34.65 4.02 Where:Lu1=leeward distance,Lu2=windward distance OREGON Pd=max applied load,W=length of applied load. p c G Wind 2Lr 14,200° (Q' Wind loads and reactions based on MWFRS. ease ll Tan End verticals exposed to wind pressure.Deflection Renewal 6/30/2020 meets L/240. 02/21/2020 '"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. `*IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,byTPI and SBCA)tor safety practices prior to performing these functions. Installers shall provide temporary (5031357-2116 es bracing er BCSI.Unless noted oherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a progeny attached rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each face o truss and position as shown above and on the Join etails, unless noted otherwise. Refer to A IPL NE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the AMINO COMPANYtruss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page.. listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suit-ability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 101 Sacramento,CA 95826 For more information see this job's general notes page and these web sites'. ALPINE: www.alpineitw.corn,TPI: www.tpinst orq.SBCA. www.sbcindustry corn;ICC: www.iccsafe orq SEQN:72227/ MONO Ply: 1 Job Number: 1219203 Cust:R 7175 JRef:1 WSX71750013 T11 / FROM:MG ' Oty: 16 Red Rock Creek Commons DrwNo: 051.20.1242.39667 Truss Label: F I JAK 02/20/2020 I. 4'10'3 W6 145'9 19'10'4 4'10'3 4'10"3 4'10.3 53.11 -5X T - I r 12 0.5 a a 1111.5X4 _ k A B T '---.3g5W9 - E I -L _ K J 11l2IiI4X5 1113X5 j 19'10'4 I. 5'1'11 I 410"3 5'0'11 4'9'11 5'1 11 9'11'14 15'0'9 19'10"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf In PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Sid: ASCE 7-10 Pg:25.0 Ct: 1.1 CAT:II PP Deflection in loc LJdefl L/# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.103 I 999 360 Loc R+ /R- I Rh I Rw I U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.211 I 999 240 K 1012 1- I- /572 /218 /244 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.025 A - - G 976 /- I- /546 /218 I- EXP:a t NA Des Ld: 51.00 HORZ(TL) 0.052 A - - Wind reactions based on MWFRS Mean Height:43.77 ft NCBCLL:10.00 TCDL:4.2 psi Code I Misc Criteria Creep Factor:2.0 K Brg Width=3.8 Min Req= 1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.389 G Brg Width=5.5 Min Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.391 Bearings K&G are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.986 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)14(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:19.02.02.0109.12 B-C 453-1860 D-E 979 -2243 Lumber C-D 785-2611 Top chord 2x4 DF-L#1&Bet. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 DF-L#1&Bet. Webs 2x4:DF-L Standard+DF-L Stud: Chords Tens.Comp. Chords Tens. Comp. W9 2x6 DF-L#2; K-J 1794 -525 I-H 2312 -575 Loading J-I 2602 -484 H-G 565 -616 Bottom chord checked for 10.00 psf non-concurrent live load. Maximum Web Forces Per Ply(Ibs) Drifting snow load has been considered for only Webs Tens.Comp. Webs Tens. Comp. in plane loading as follows: K-B 524 -1951 D-H 226 -532 Location Lu1 Lu2 Height Pd W B-J 447 -124 H-E 2226 -732 19.40 0.00 20.00 4.89 34.65 4.02 J-C 357 -818 E-G 214 -921 Where:Lul=leeward distance,Lu2=windward distance Pd=max applied load,W=length of applied load. Wind Wind loads based on MW FRS with additional C&C member design. SO, PROp End verticals exposed to wind pressure.Deflection ,� � FSS meets L/240. o G IN F i0 Additional Notes 83294PE�41 9 Truss must be installed as shown with top chord up. owe-- OREGON 13 G (4 �1-r 14,20� i.iD ea ell Tar • Renewal 6/30/2020 02/21/2020 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. • "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box408 • Trusses require extreme care in fabricating,handling shipping installing and bracing. Refer to and follow the latest edition of BCSI(Building Coinages OR 97113 Component Safety Information,by TPI and SBCA)f0'r safety practices prior to perforMing these functions. Installers shalllprovide temporary (503)357-2118 Fyn • • bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a pro e attached ri id ceiling. Locations shown for permanent lateral restraint of webs shall have bracin installed per BCI sections B3,B7 or S10Y as applicable. App plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Defer to ALPINE 1 drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildl1'n Componnts Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in con omlance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover padre listing this drawing,indicates acceptance of DproTessionar engineering responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 101 and use of this drawingfor anystructure is the responsibility of the BuildingDesignerper ANSI/TPI 1 Sec.2. p ty 9 Sacramento,CA 95826 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.lpinstorg;SBCA'. wwwsbcinduslry.com;ICC: www.iccsafe.org SEQN:70766 MONO Ply: 1 Job Number: 1219203 Cast R7175 JRef:1WSX71750013 T148 FROM:MG Qty: 3 Red Rock Creek Commons DnvNo: 052.20.1041:47877 • Truss Label: Fl / RTT 02/21/20?0 Id 2'8'3 7'81 124'9 17151 4 2415 4'101 4.101 5711 12 0.5 8RB b I O • E t`IIN � N � aIFWI ML K J 1 114X5 =3X5 =3X5 =3x10 =8x8 83x5 k 17'8'4 j 2711 4'101 4'11'11 410'11 211'11 79'14 12T1 17151 5- 5 Loading Criteria(paf) Wind Criteria Snow Criteria(Pg,Pf In PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Cf:1.1 CAT:II PP Deflection in hoc Udefl U# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pt 21.2 Ce:1.1 VERT(LL): 0.069 J 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.141 J 999 240 M 902 /- /- /519 /200 /218 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.019 A - - H 865 /- I- /490 /202 /- EXP:B Kzt:NA Des Ld: 51.00 HORZ(TL):0.038 A - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:43.72 ft TCDL:6.0 psf Code I Mise Criteria Creep Factor:2.0 M 8rg Width=- Mir Req=- H 8 Width=5.5 Min Req1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.374 r9 = Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.331 Bearing H is a rigid surface. RepFac:Yes Max Web CSI:0.843 Members not listed have forces less than 375# Spacing:24.0- C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens, Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.19.02.026.0122.16 C-D 293-1003 E-F 908 -1930 Lumber D-E 666 -2064 Top chord 2x4 DF-L#1&Bet. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 DF-L#1&Bet. Webs 2x4:DF-L Standard+DF-L Stud: Chords Tens.Comp. Chords Tens. Comp. W92x6DF-L#2; M-L 420 -318 J-I 1985 -506 Loading L-K 1011 -402 I-H 559 -611 Bottom chord checked for 10.00 psf non-concurrent K-J 2045 398 live load. Maximum Web Forces Per Ply(lbs) Drifting snow load has been considered for only Webs Tens.Comp. Webs Tens. Comp. in plane loading as follows: Location Lu1 Lu2 Height Pd W L-C 362 -1319 E-I 210 -440 19.40 0.00 20.00 4.89 34.65 4.02 C-K 556 -160 I-F 1906 -681 Where:Lul=leeward distance,Lu2=windward distance K-D 400 -1047 F-H 198 -812 Pd=max applied load,W=length of applied load. Wind Wind loads based on MWFRS with additional C&C member design. ��ED PRo end vertical not exposed to wind pressure. �Cj'� ��G 1 N FE�'S'j0 Right end vertical exposed to wind pressure. Ca 1- Deflection meets U240. ft 63294PE 9 Additional Notes �' Truss must be installed as shown with top chord up. OREGON "2/ 14.2s 00 QC 4' Sell Tan4 Renewal 6/30/2020 02/21/2020 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon.Inc. `*IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box488 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to nd follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and'SBCA)ffr safety practices prior to performing these functions. Installers shall iorovide temporary (503)357-2116 tnt bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structu"fal sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for pins talled lateral restraint of webs shall have bracing per BCSI sections 83,67 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AY ITVCCAR r truss in conformance with ANSIl7PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pagge . listing this drawing Indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIRPI I Sec.2. 8801 Folsom Blvd.,Suite 10' For more information see this job's general notes page and these web sites', ALPINE: www,alpineitw.com;TPI: www.tpinst.org:SBCA: www.sbcindustly.com;ICC: www.iccsafe.org Sacramento,CA 95826 SEON:/0584 HIPM Ply: 1 Job Number: 1219203 Cuet:R7175 JReF.1WSX71750013 T162 " FROM:Mg > Oty: 1 Red Rock Creek Commons DrwNo: 052.20.1041.56043 Truss Label: F2 / RTT 02/21/2020 62'14 12'4' 15'11'6 18'6"12 19'8"8 r 6'2"14 -- � 6'1"2 37"6 2'7"6 1'1"1 1 12 0.5 1 4 111.ASX _4X5 T B 3C =p 10 5 =3X53X E T2 F (a) oi tN "Q l 1 - K1 J I H 'dG w4X5 --3X5 =3X5 =3X10 1112X4 A 19'8"8 1 8714 6'1"2 37"6 3'9"2 6'2'14 12'4" 15'11'6 19'8"8 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefICSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in be Udefl U# ',,, Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.099 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.202 C 999 240 I K 1005 /- 1- /522 /176 /67 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.023 G - - G 1005 /- I- /523 /170 /- EXP:B Kit:NA HORZ L: 0.046 G - - Wind reactions based on MWFRS Des Ld: 51.00 Mean Height:43.78 R � ) K BrgWidth=3.8 Min R 1.5 NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 G Brg Width=3.8 Min Reqeq= 1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.413 Bearings K&G are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.442 Spacing: - 24.0" C&C Dist a:3.00 R Rep Fac:Yes Max Web CSI: 0.840 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.19.02.0213.0122.15 B-C 397-2196 D-E 303 -1761 C-D 444-2545 E-F 301 -1758 Lumbar Top chord 2x4 DF-L#1&Bet.T2 2x4 DF-L#2; Maximum Sot Chord Forces Per Ply(Ibs) Bot chord 2x4 DF-L#1&Bet. Webs 2x4:DF-L Standard+DF-L Stud: Chords Tens.Comp. Chords Tens. Comp. K-J 2150 -383 I-H 1876 -325 Bracing J-I 2574 -448 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. Bottom chord checked for 10.00 psf non-concurrent K-8 397-2252 D-H 148 -722 live load. J-C 92 -409 H-F 1901 -325 I-D 744 -126 F-G 175 -964 Purlins In lieu of structural panels use purlins to brace all flat TC l l 24"oc. Wind Ep PROF Wind loads based on MWFRS with additional C&C �� - ss member design. `O G(N E LS'j0 Left end vertical exposed to wind pressure. C./ k,Y 14 2 Deflection meets L/240. 83294PE 'y OREGON 171 C G VLr 14,200m t0 Self Tar Renewal 8/30/2020 • 02/21/2020 ""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "'IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Boa 4e8 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI an SBCA)Mir safety practices prior to perfo bracing., these functions. Installers shall provide temporarryy (503)357.211e Fat bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propel attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have brdcingiins ,lled per BCSI sections B3,B7 or 10Y as applicable. Apply plates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise. (2efer to ALPINE' drawings 160A-Z for sandard ate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drewin an failure to build the µ ., m.r,,CO„P, truss in conformance with ANSITTPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and Use of this Pawing for any structure Is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10" For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.arg;SBCA: www.sbcinduslry.00m;ICC: www.icosafe.org Sacramento,CA 95826 SEQN:72174 HIPM Ply: 2 Job Number: 1219203 Cust:R 7175 JRef:1WSXr1750013 T169 FROM:MG Qty: 1 ' Red Rock Creek Commons DrwNo: 052.20.1042t22540 Truss Label: F3 I RTT 02/21/2020 { -5 2 Complete Trusses Required 6.1"2 12'2"4 18'8'12 19'0'4 " 8'1"2 8'1"2 4'4"8 2'5"8 I 198"S8 12 0.5 III1.5x4 T '� A 38 m3X5 li4X8 1118X10 _ C m3XDES 72 F G T ioCY 6 w _ 1 W9 1 L K J I H 1113X5 m3X5 2=3X5 =4X5 1113V 1 79•8'8 i 64 10 a rz 410 I 2'0"2 I • 8.4'10 12'5'12 173"12 193 14 • • {4..�.10 19'8"8 Loading• Criteria (pet) Wind Criteria Snow Criteria(Pg,Pf in PSF) OefllCSl Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct 1.1 CAT:fl PP Deflection in roc Udefl L7# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.067 C 999 360 LOc R+ /R- I Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.095 C 999 240 M 1001 /- /- /520 /175 /64 • BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.018 I - - H 2912 /-1883 10 /2011 /1607 /0 EXP:B Kzt:NA Des Ld: 51.00 Mean Height:43.83 fl HORZ(TL): 0.025 I - - Wind reactions based on MWFRS NCBCLL:0.00 Code I Miss Criteria Creep Factor.2.0 M Brg Width=3.8 Min Reg= 1.5 TCDL 6.0 p 1 H Br Width=3.8 Min Req1. Soffit: 2.00 BCDL:4.2 pSf sf Bldg Code: IBC 2015 Max TC CBI: 0.261 Bearings M&I are a rigid surface. 6 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.210 j RepFac:Varies byLd Case Max Web CSI: 0.354 Members not listed have forces less than 375# Spacing:24.0" CSC Dist a:3.00 fl Loc.from endwall:Any FT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:19.02.028.0122.16 B-C 197-1091 D-E 229 -1291 C-D 234-1294 E-F 567 -1251 Lumber Top chord 2x4 DF-L#2 T2 2x8 DF-L#2; Bot chord 2x4 DF-L#1&Bet. Maximum Sot Chord Forces Per Ply(ibs) Webs 2x4:DF-L Standard+DF-L Stud:W2,W4,W6, Chords Tens.Comp. Chords Tens. Comp. W8 2x4 DF-L#2:W9 2x8 DF-L#2; M-L 1068 -192 K-J 1400 -647 Nailnote L-K 1281 -224 Nail Schedule:0.120"x3",min.nails Maximum Web Forces Per Top Chord:1 Row @10.50"o.c. Ply(Ibs) Bot Chord:1 Row @12.00"o.c. Webs Tens.Comp. Webs Tens. Comp. Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails M-B 197-1118 E-J 424 -800 in each row to avoid splitting. L-C 252 -452 J-F 1451 -649 K-E 684 -191 F-I 934 -1430 Special Loads -(Lumber Dur.Fac.1.80/Plate Dur.Fac.=1.60) TC:From 32 pfl at 0.00 to 32 Oat 19.71 BC:From 20 elf at 0.00 to 20 pH at 19.71 TC:1295 lb Conc.Load at 17.17,19.17 VD PROF Purlins A. FS'1r In lieu of structural panels use purlins to brace all flat �' _AG IN N E - �. 02 TC©24"oc. ui 83294PE 9 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. \\N....N....0.G. REGONDeflection meets L/240. A `Ztrta,xo°4j C�Additional Notes SSe II Tarp Negative reaction(s)of-1883#MAX.from a non-wind load case requires uplift connection.See Maximum Renewal 6/30/2020 Reactions. 02/21/2020 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon.Ina 'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box488 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of 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-life Est bracing per BCSI.Unless noted otherwise top chord shall have properly attached structural sheathing and bottom chord shall have a proger(y attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinn installed per BCSI sections 63,B7 or 61 UU as applicable. Apply plates to each face of truss and position as shown above and on the JointrDetalls, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN my COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of proTessionaT engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8801 Folsom Blvd.,Suite 101 Sacramento,CA 95826 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbciodustry.com;CC: www.iccsafe.org SEQN:12177 HIPM Ply: 2 Job Number: 1219203 Cast:R 7175 JRet 1 W SX71750013 T32 " FROM:MG ' Qty: 1 Red Rock Creek Commons DrwNo: 052.20.1042.25210 Truss Label: F4 / RTf 02/21/2020 Y I 5 5 2 Complete Trusses Required e' 8'1'2 12'2'4 14'6"12 1T0'4 19'0'4 sr2 1rr2 r4'8 2'5"8 r ?ctas NIIASX4 Ta _C5 4p8 -3E5 T2 YI8X10F0 _ I }C, 1 1 '���fW9 1 l�f9� L K J I flit 13X5 =3X5 =3X5 m4X5 II13X7 1 191r8 1 1 6'4'10 6'1"2 4'10" 2'0'2 1 a4'10 12'592 17'12 199'14 4"10 5 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf h PSF) DefUCSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph PI:21.2 Ce:1.1 VERT(LL): 0.068 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.094 C 999 240 M 1001 /- I- /520 /175 161 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.018 I - - H 2912 /-1883 /0 /2011 /1607 !0 EXP:B Kzt:NA HORZ :0.025 I - - Wind reactions based on MWFRS Des Ld: 51.00 Mean Height:43.87 ft �) M Width=3.8 Min 1.5 NCBCLL:0.00Code!Misc Criteria Creep Factor:2.0 Brg Req= TCDL:6.0 psf Soffit: 2.00 BCDL:4.2 sf Bldg Code: IBC 2015 Max TC CSI: 0.260 H Brg Width=3.8 P Bearings M&I are a rigid surface.MinReq= 1.6 Load Duration:1.15 MWFRS Parallel Dist:0 to h!2 TPI Std: 2014 Max BC CSI: 0.210 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:0.354 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.19.02.02B.0122.16 B-C 195-1090 D-E 234 -1300 C-D 236-1299 E-F 526 -1237 Lumber Top chord 2x4 DF-L#2 T2 2x8 DF-L#2; Maximum Bot Chord Forces Per Ply(lb.) Bot chord 2x4 DF-L#1&8et. Webs 2x4:DF-L Standard+DF-L Stud:W2,W4,W6, Chords Tens.Comp. Chords Tens. Comp. W8 2x4 DF-L#2;W9 2x8 DF-L#2; M-L 1067 -208 K-J 1386 -5W Nailnote L-K 1288 -238 Nail Schedule:0.120"x3",min.nails Top Chord:1 Row ©10.50"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. M-B 199-1116 E-J 413 -834 Use equal spacing between rows and stagger nails in each row to avoid splitting. L-C 253 -462 J-F 1464 -615 K-E 637 -169 F-I 936 -1431 Special Loads ---(Lumber Dur.Fac.=1.60/Plate Dur.Fac.=1.60) TC:From 32 plf at 0.00 to 32 plf at 19.71 BC:From 20 plf at 0.00 to 20 plf at 19.71 TC:1295 lb Conc.Load at 17.17,19.17 ���0 PROFFS Purlins .g• GiNF SRO In lieu TC eu of2 structural oc panels use puffins to brace all flat 4 83294PE41 9 Wind . Wind loads based on MWFRS with additional C&C member design. End verticals exposed to wind pressure.Deflection OREGON meets U240. /5 ne t rar14,2- QJ Additional Notes *.Tell Tall. 1 Negative reaction(s)of-1883#MAX.from a non-wind Renewal 6130/2020 load case requires uplift connection.See Maximum Reactions. 02/21/2020 `"WARNING' READ 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(Buildin Cornelius OR 97113 • Component Safety Information,by TPI and SBCA)far safety practices prior to performing these functions. Installers shall provide terhporaryg (503)357-2118 Ext bracing er BCSI.Unless noted oZherwise,top chord shall have properly attached structural sheathing and bottom chord shall havea pro eft attach erigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,87 or B10Y as app icable. App plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building1 Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µgw COMPANYtruss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of pro essiona ngineering responsibility solely for the design shown. The sul,abllity and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI I 5ec.2. 13801 Folsom Blvd.,Suite 10; • For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;WI: www.tpinst.org:SBCA. www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 96826 SEON:62657/ MONO Ply: 1 Job Number: 1219203 Oust R7175 JRef:1 W Sxei750013 Te,/ FROM:MG Oty: 1 Red Rock Creek Commons DrwNo: 051.20.1'242.41,164 Truss Label: FDS / JAK 02/20/2920 4'10"3 9'8'6 13'0"12 4'10'3 4'10'3 3'4'6 12 0.5 1111.5X4 T B =3 -3X5 D T c ry 1113X7 G F 1113X7 w 3X5 a 3X5 I 13'0"12 1 F 5'191 { 4'10"3 I ' 3'0'14 • 51'11 9'11'14 13'012 • • Loading Criteria(pat) Wind Criteria Snow Criteria(Pg,Pf in PSF) Clef/CSI Criteria •Maximum Reactions(lbs),or'=PLF TCLL: 25.00 Wind Sid: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in lee Udefl L/# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph PI:21.2 Ce:1.1 VERT(LL): 0.002 D 999 360 Loc R. /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.002 B 999 240 E' 102 /- /- /62 /17 /6 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(TL):-0.020 A - - H /-375 Des Ld: 51.00 EXP:B Kzt:NA HORZ(TL):0.023 A - - E /-584 NCBCLL: 10.00 Mean Height:43.90 ft Code I Miss Criteria Creep Factor:2.0 Wind reactions based on MWFRS TCDL:6.0 psf E Br Width=156 Min Soffit: 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.351 9 Req= - Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.190 Bearing H is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.584 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwali:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:19.02.02.0109.12 A-B 1203-1222 C-D 1010 -1000 - - B-C 1273-1272 Lumber Top chord 2x4 DF-L#2 Maximum Bot Chord Forces Per PlyIbc Bet chord 2x4 DF-L#2 ( ) Webs 2x4:DF-L Standard+DF-L Stud: Chords Tens.Comp. Chords Tens. Comp. Loading H-G 1103-1066 F-E 767 -764 G-F 917 -892 Truss transfers a maximum horizontal load of 3265#( 250.00 plf)along top chord,from either direction,to supports where indicated.Diaphragm and Maximum Web Forces Per Ply(Ibs) connections are to be designed by Engineer of Record. Webs Tens.Comp. Webs Tens. Comp. Drag Loads:Force(#) (PLF) Mbr Start End H-B 1171 -1200 C-F 365 -633 Case 1: 3265 250.00 TC 0.00 13.06 3265 249.96 BC 0.00 13.06 B-G 366 -710 F-D 1157 -1176 G-C 1110-1146 D-E 606 -675 Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MW FRS with additional C&C member design. vs°PRQpF End verticals exposed to wind pressure.Deflection ' ` ,s, meets U240. C.9. a(31 N . 0 Additional Notes 83294PE 9 te Truss must be installed as shown with top chord up. �,"" OREGON .734 Zr.r 14,2pe0 0 *Sell Tar' Renewal 6/30/2020 02/21/2020 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide tempora (503)357-2118 Ext bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall hhave a pro attache rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,B7 or B10Y as applicable. Appl plates to each face of truss and position as shown above and on the Join.Details, unless noted otherwise. Defer to ALPINE- Alpine, drawings 160A-Z for-standard plate positions. a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µ„MCONIN„ truss in conformance with ANSITPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of professronaf engineering responsibility solely for the design shown. The surTability • and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 101 For more information see this job's general notes page and these web sites: ALPINE: www_elpineitw.com;TPI: www.tpinsrorg:SBCA: www.sbcinduslry.com;ICC: www.iccsafe.orq Sacramento,CA 95826 SEQN:62880/ MONO Ply: 1 Job Number: 1219203 Cust:R 7175 JRef:1 WSk71750013 Tg83 FROM:MG Qty: 1 Red Rock Creek Commons DrwNo: 051.20.1242.42037 Truss Label: FDS2 / JAK 02/20/2020 4'10"3 9'816 14'8"9 19'4"12 I1I '8"8 4'10"3 4'10"3 4'10'3 �- 4'10"3 3412 12 0.5 III1.5X4 T B c D E litim T co g 1 J I1I3X7 I H G 1 19'8"8 i 5'111 410"3 I 4'10"3 4'8"7 5'1"11 9'11'14 14'10'1 19'6"8 '8"8 Loading Criteria(pet) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pt 21.2 Ce:1.1 VERT(LL): 0.001 E 0 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.002 8 999 240 J 220 /- I- /625 /402 /76 BCDL: 10.00 Risk Category:II , Snow Duration:1.15 HORZ(LL): 0.014 A - - P. 92 /- /- /83 /16 /- EXP:B Kzt:NA Des Ld: 51.00 Mean Height:43.76 ft HORZ(TL):0.016 A - - Wind reactions based on MWFRS NCBCLL:10.00 TCDL:6.0 psf 'Code!Misc Criteria Creep Factor:2.0 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.316 J Brig Width=3.8 Min Req= 1.5 Load Duration:1.15WI Std:2014 Max BC CSI: 0.178 F Brg Width=232 Min Req=- MWFRS Parallel Dist:0 to h/2 Bearings J&J are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.617 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:19.02.02.0109.12 Lumber -" A-B 1203-1221 C-D 1173 -1169 Top chord 2x4 DF-L#1&Bet. B-C 1208-1208 D-E 1112 -1103 Bot chord 2x4 DF-L#1&Bet. Webs 2x4:DF-L Standard+DF-L Stud: Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes J-I 1088-1050 H-G 1162 -1141 All plates are 3X5 except as noted. I-H 1080-1051 G-F 1183 -1188 Loading Maximum Web Forces Per Ply(lbs) Truss transfers a maximum horizontal load of Webs Tens.Comp. Webs Tens. Comp. 4848#( 250.00 pH)along top chord,from either -..-_ direction,to supports where indicated.Diaphragm and J-B 1237-1267 H-D 1250 -1305 connections are to be designed by Engineer of Record. B-I 398 -739 D-G 349 -694 Drag Loads:Force(#) (PLF) Mbr Start End I-C 1254 -1292 0-E 1147 -1176 Case 1: 4848 250.00 TC 0.00 19.39 C-H 425 -7026 -455 F-E 34 4813 242.42 BC 0.00 19.85 Bottom chord checked for 10.00 psf non-concurrent , live load. �4.�EQ PRORc; Wind Wind loads based on MWFRS with additional C&C .•7 �G 1 N FF iO member design. 1GO 83294PE 9 Left end vertical exposed to wind pressure. CC Deflection meets U240. Additional Notes Uplift connections required.See uplifts in R-and U OREGON columns of Maximum Reactions table. 5. Truss must be installed as shown with top chord up. �4 SLY 14.Zee° ,(Qr s,201 Taro Renewal 6/30/2020 02/21/2020 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss components of Oregon,Inc. "IMPORTANT'. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box488 Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest editipn of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)f/r safetty practices prior to performing these functions. Installers shall provide tempora (503)357-2118 Ext bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a prooerl attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 10Y as applicable. App plates to each face of truss and position as shown above and on the Joints Details, unless noted otherwise. (tefer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW 8uildin Components Group Inc.shall not be responsible for any deviation from this drawin anyY failure to build the µrasa„"", truss in conformance with ANSITTPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page. listing this drawing,indicates acceptance of prolessionat engineeringresponsibility solely for the design shown. The actability use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10: For more information see this job's general notes page end these web sites: ALPINE: www.alpineitw.com',TPI: www.tpinst.org;SBCA: www.sbcindustry.nom',ICC: www.iccsafe orq Sacramento,CA 95826 4 SEQN:72229 MONO Ply: 2 Job Number 1219203 Cost:R 7175 JRet1 WSX71750013 T189 FROM:MG r " City: 4 Red Rock Creek Commons DrwNo: 052.20.1042.43927 Truss Label: FFR / RTT 02/21/2020 I t c 2 Complete Trusses Required 9'10'3 9'8'6 11'8'6 14'611 MOM 4'103 4'10'3 7 I 2101 53'11 - T W11 Y 00.5 sr Ir/A5X4 t T =3C6 =o ,, E F Iii g L K .1 I 54x5 =3x5 =3X5 =3X5 =4X5 =6X5 113x/ A 191174 ii 51'11 4'10'3 Z 710'3 I 5173 51'11 911'14 11'1 194 14'10'1 1410'4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSl Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in roc Udefl U# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.176 K 999 360 Loo R+ /It- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.245 K 972 240 M 1692 /-659 /- /1089 /684 /240 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.040 H - - H 1917 /-913 /- /1264 /870 I- Des Ld: 51.00 EXP:B Kzt:NA HORZ(TL): 0.055 H - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height;43.77 ft Code/Misc Criteria Creep Factor:2.0 M Brg Width=3.8 Min Req= 1.5 Soffit: 2.00 TCDL:6.0 psf g Code: IBC 2015 Max TC CSI: 0.344 H Brg Width=5.5 Min Req= 1.5 BCDL:4.2 psf Bearings M&H are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI SW: 2014 Max BC CSI: 0.431 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.422 Members not listed have forces less than 375# Loc. Maximum Top Chord Forces Per Ply(the) from endwall:Any FT/RT:4(ON4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:19.02.0213.0122.16 B-C 982-1977 D-E 2381 -3761 Lumber Additional Notes C-D 2305-3094 E-F 1516 -2694 Top chord 2x8 DF-L#2 Negative reaction(s)of-913#MAX.from a non-wind Maximum Bat Chord Forces Per Ply fibs) Bot chord 2x4 DF-L#1&Bet. load case requires uplift connection.See Maximum Chords Tens.Comp. Chords Tens. Comp. Webs 2x4:DF-L Standard+DF-L Stud:W2,W4,W6, Reactions. W8,W 10 2x4 DF-L#2;W 11 2x6 DF-L#2; Truss must be installed as shown with top chord up. M-L 1874 -917 J-I 2766 -1567 Nailnote L-K 3659-2284 I-H 358 -387 K-J 3851 -2462 Nail Schedule:0.120"x3",min.nails Top Chord:1 Row @10.75"o.c. Bot Chord:1 Row @12.00"o.c. Maximum Web Forces Per Ply(Ibs) Webs :1 Row @ 4"o.c. Webs Tens.Comp. Webs Tens. Comp. Use equal spacing between rows and stagger nails in each row to avoid splitting. M-B 993-2024 D-J 518 -596 B-L 740 -472 J-E 1170 -959 Special Loads L-C 1401 -1811 E-I 387 -549 -(Lumber Dur.Fac.=1.60/Plate Dur.Fac=1.60) C-K 3tf,5 -454 I-F 2595 -1479 TC:From 32 plf at 0.00 to 32 plf at 19.40 K-D 668 -506 F-H 473 -925 BC:From 20 plf at 0.00 to 20 plf at 19.85 TC:1295 lb Conc.Load at 9.84,11.84 REp PROFF S Loading S Drifting snow load has been considered for only N. . G I h1 FF �O in Loplane cationlo Lung as follows: 0 Lu2 Height Pd W LC/ 'y 19.40 0.00 20.00 4.89 34.65 4.02 ir Where:Lul =leeward distance,Lu2=windward distance Pd=max applied load,W=length of applied load. Wind OREGON Wind loads based on MWFRS with additional C&C 13 C member design. (/s 'vLr 14,20°'•tQ End verticals exposed to wind pressure.Deflection `S e II Tao meets U240. Renewal e/30/2020 02/21/2020 *'WARNING" READ 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 Comdata OR 97113 Component Safety Information,by TPI an fabricating, ter safely practices prior to performing these functions. Installers shall provide temporary (503)357-211a Ea bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottomchord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracino iinstaled per BSI sections B3,B7 or B10y as applicable. Apply plates to each face oftruss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the " „ truss in conformance with ANSI/TPI 1,or for handling,shipping,instajlation and bracing of trussesA peal on this draw „,r,., drawing or cover page, listing this drawing,indicates acceptance of professional engineerin responsibility solely for the design shown. The suitability 8801 Folsom Blvd..Suite 117i and use of this awing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 880l Sacramento,CA 9.Sur For more information see this job's genera]notes page and These web sites: ALPINE: www.alpineilw com;TPI: www.tpinsLorg:SBCA'. www.sbcindustry.com;ICC'. www.icrsafe.org SEQN:62655/ MONO Ply: 2 Job Number: 1219203 Cast:R7175 JRef:IWSk71750013 T8 / I FROM:MG Qty: 1 Red Rock Creek Commons DrwNo: 051.20.1242.4;413 :I Truss Label: FGR / JAK 02120/2020 1 < 5 2 Complete Trusses Required 410"3 9'8'6 14'6'9 1910'4 4'10"3 4'10'3 410'3 5111 T a 0.5 b r tlt 5X4 A =X �SXS C N =p WTH _����N�0�" s • 'K - J I H ' -GL III3X7 =3x5 =3X5 =4X5 m5x5 113X7 r 19'10'4 1 51'11 4'16'3 4'16'3 51P3 5'1'11 I W11'14 I 14'10'1 I 1$1O'4 l Loading Criteria(pat) Wind Criteria Snow Criteria(Pg,Pf In PSF) DeWCSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Sid: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# 1 Gay Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.063 I 999 360 !1 Loc R+ /R- I Rh /Rw I U /RL BCLL: 0.00 Enclosure:Closed Lu: - Ca:1.00 VERT(CL): 0.124 I 999 240 !! K 1107 /- /- /- /305 /34 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.014 A - - L 1338 /- !- 1- 1877 I- EXP:B Kzt:NA HORZ TL:0.028 A - - Wind reactions based on MWFRS Des Ld: 51.00 Mean Height:43.77 ft ( ) NCBCLL:0.00 Code I Miss Criteria Creep Factor:2.0 K Brg Width=3.8 Min Req= 1.5 TCDL:6.0 psf L Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.232 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: D.315 Bearings K&L are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Vanes by Ld Case Max Web CSI: 0.669 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:4(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.19.02.02.0109.12 B-C 332-1070 D-E 758 -1538 Lumber Additional Notes C-D 593-1600 Top chord 2x4 DF-L#1&Bet. Truss must be installed as shown with top chord up. Bot chord 2x6 DF-L#2 Maximum Sot Chord Forces Per Ply(lbs) Webs 2x4:DF-L Standard+DF-L Stud: Chords Tens.Comp. Chords Tens. Comp. W9 2x6 DF-L#2: K-J 1029 -319 I-H 1568 -752 Nallnote J-I 1586 -583 Nail Schedule:0.120"x3",min.nails Top Chord:1 Row @12.00"o.C. Maximum Web Forces Per Ply(Ibs) Bot Chord:1 Row @12.00"o.c. Webs Tens.Comp. Webs Tens. Comp. Webs :1 Row @ 4"o.c. K-B 336-1114 H-E 1515 -746 Use equal spacing between rows and stagger nails in each row to avoid splitting. J-C 274 -564 E-G 289 -591 Special Loads -(Lumber Dur.Fac.=1.15/Plate Dur.Fac=1.15) TC:From 82 plf at 0.00 to 82 p11 at 11.90 TC:From 96 plf at 11.90 to 96 plf at 19.40 BC:From 20 plf at 0.00 to 20 plf at 19.85 p PROp BC: 117 lb Conc.Load at 13.79,15.79,17.79 ,�,�te FSS Loading O�5 ��G i N e ,� �0 Drifting snow load has been considered for only w 83294PE y in plane loading as follows: LC- ' Location Lul Lu2 Height Pd W 19.40 0.00 20.00 4.89 34.65 4.02 Where:Lul=leeward distance,Lu2=windward distance Pd=max applied load,W=length of applied load. OREGON Wind 15 `2Ly 14,201 � Wind loads and reactions based on MWFRS. 4SSEa jl Tad End verticals exposed to wind pressure.Deflection meets U240. Renewal 6/30/2020 02/21/2020 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "`IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.aox468 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)toi safety practices prior to performing these functions. Installers shall provide temporary (503)357-2718 Ex( bracing per BCSI.Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilings Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of trussand position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this dr?wing,any failure to build the uimvmuowr truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of.trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pro-fessionar engineering responsibility solely for the desi n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10' For more information see this lob's general notes page and these web sites. ALPINE. www.alpineitw com;TPI: www.tpinsL org,SECA: www.sbcindustry cam;ICC: www.icrsale.org Sacramento,CA 95826 SEON:70768 FLAT Ply: 1 Job Number: 1219203 Gust:R 7175 JRef:1 W8X71750013 T171 FROM:PGA ' Qty: 1 Red Rock Creek Commons DnvNo: 052.20.1044.14683 Truss Label: FGR1 / RTT 02/21/2020 5" 4'8'8 5"I 4'1"8 I A8 =3X5C Ir\lik La ply 1 - . -• GF E tiiD 1I13X5 III4X8 IlI3X5 r 4'6"8 2'0'12 2'2'8 F 74" 4'6'8 F- 3" Loading Criteria(psi) Wind Criteria Snow Crlterla(Pg,Pf In PSF) DeflICSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in be L/defl Of Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.005 E 999 360 Loc R. /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.010 E 999 240 G 774 /- /- /- /165 /- BCDL: 10.00 Risk Category:ll Snow Duration:1.15 HORZ(LL):-0.001 C - - D 1261 I- /- /- /273 /- Des Ld: 51.00 EXP.B Kzt:NA HORZ(TL):0.002 C - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:44.08 ft TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 G Brg Width=- Min Reg=- D Br Width=3.7 Min Re 1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.331 g q= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Sad: 2014 Max BC CSI: 0.374 Bearing D is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.348 Members not listed have forces less than 375# FTlRT:4(0)/4(0) ! Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver..19.02.0213.0122.16 B-C 118 -565 Lumbar Maximum Web Forces Per Ply(Ibs) Top chord 2x4 DF-L#2 Got chord 2x6 DF-L#2 Webs Tens.Comp. Webs Tens. Comp. Webs 2x4:DF-L Standard+DF-L Stud: B-F 145 -653 E-C 787 -163 Special Loads B-E 789 -164 C-D 143 -647 -(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 41 p6 at 0.00 to 41 plf at 4.54 BC:From 10 plf at 0.00 to 10 pif at 4.54 BC: 902lb Conc.Load at 1.94,3.94 Loading Bottom chord checked for 10.00 psf non-concurrent live load. Purlins The TC of this truss shall be braced with attached spans at 24"oc in lieu of structural sheathing. �ep PRO Wind ,��G F S6 Wind loads and reactions based on MWFRS. 0�5 �G 1 N Fc� �Oy End verticals exposed to wind pressure.Deflection IQ 83294PE 7 meets L/240. Ce .0,0-- Additional Notes Truss must be installed as shown with top chord up. 13 y 14,2\\........:REGON.,,p sl Ta Renewal 6/30/2020 02/21/2020 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Toss Components of Oregon,Inc. "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box488 Trusses require extreme care in fabricating,handling,chirping,installin and bracing. Refer to and follow the latest edition of BCSI(BuildingCornelius OR 97113 Componen(Safety Information,by TPI and SBCA)f sa actices prior to perforing these functions. Installers shall provide teporar (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shalhave properly attached structure sheathing and bottom chord shall have a prope y attached rigid ceiling. Locations shown for permanent lateral restraint of webs shalt have bracing jnatelled per BCSI sections 63,B7 or B10, as applicable Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE" drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawin indicates acceptance of rolessional engineeringresponsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANS/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10- For more information see this lob's general notes page and these web sites: ALPINE: www.alpineitw.com,TPI: www.tpinstorg;SBCA: www.sbcindustry,com;ICC: www.iccsale.org Sacramento,CA 95826 SEON:70770 FLAT Ply: 1 Job Number. 1219203 Cust:R7175 JRef:IWSRH7500:3 T4 FROM:MG Oty: 1 Red Rock Creek Commons DrwNo: 052.20.1045.37157 Truss Label: FGR2 / RTT 02/21/2020 5' 2'11' p74 5' 76 3'JI w3X5 1111.5X4 AB CD 1i10 t II 11 1 ■i Id HG FE III1.5X4 w4X5 3'2'4 j 2'6' I 29'4 �5 3• '3'21 Loading Criteria(pet) Wind Criteria Snow Criteria(Pg,Pf k1 PSF) Defl/CSI Criteria r A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:U PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL):-0.002 H 904 360 Loc R. /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):-0.003 H 999 240 H 719 /- /- /- /151 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 C - - E 508 /- /- /- /104 /- EXP:B Kzt:NA Des Ld: 51.00 Mean Height:44.08 ft HORZ(TL): 0.000 C - - •Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:6.0 psf Code/Mlsc Criteria Creep Factor:2.0 H Brg Width=- Min Reg=- E Brg Width=- Min R Soffit: 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.178 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: 0.687 Spacing:24.0' C&C Dist a:3.00 ft Rep Fac:Vanes by Ld Case Max Web CSI:0.062 Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.19.02.0213.0122.16 Lumber Top chord 2x4 DF-L#2 Bot chord 2x6 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud: Special Loads -(Lumber Dur.Fac=1.15/Plate Dur.Fac.=1.15) TC:From 82 off at 0.00 to 82 plf at 3.19 BC:From 20 plf at 0.00 to 20 plf at 3.19 BC: 902 lb Conc.Load at 1.25 Loading Bottom chord checked for 10.00 psf non-concurrent live load. Purlins The TC of this truss shall be braced with attached spans at 24"oc in lieu of structural sheathing. 0 PROF Wind '��� less Wind loads and reactions based on MWFRS. c./•\' ��G i NI E. ZO End verticals exposed to wind pressure.Deflection 14 83294PE 9 meets U240. 00,00- Additional Notes Truss must be installed as shown with top chord up. OREGON 15, �Ly 14,200� e *self Tan9� Renewal 6/30/2020 02/21/2020 "WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon.Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P 0 Box465 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 en SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357a119 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10. as applicable. Appl plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE- Alpine, drawings 160A-Z for sandard plate positions. a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the NI ITW COMPOW truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of truss sA seal on this drawing or cover page listing this drawing indicates acceptance of prolessionaT engineering, responsibility solely for the design shown. The suitability and use o this cawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 SSc.2. 8801 Folsom Blvd.,Suite 10" Sacramento,CA 95826 For more information see this job's general notes page and these web sites: ALPINE: www.elpineilw.com;TPI', www.tpinst.org;SBCA: www.sbcindustry.com;ICC: etww.icrsafe.org y SEOON:70772 MONO Ply: 1 Job Number: 1219203 Cyst:R7175 JRef:1WSX717500131169 FROM:f11G1: Oty: 1 Red Rock Creek Commons DrwNo: 052.20.1045.46980 a Truss Label: FGR3 / RTT 02/21/2020 21"4 4'10'3 9'&'8 14'911 19'10'4 I 214 2'r15 4'10'3 410'3 5'311 T wit 12 0.5 re 1111.5X4 111.5g7W w4X5 ro T c '� e F T N "MI �IPI �' • i - - = . J -5X5 111.55%4% 65% m3X5 w3X5 =3X10 1 1111.5%4 4 1113x5 1 19'10"4 i 21'4 3129 4't0"3 4'11'11 4'1091 21,4 5'1'11 f 911'14 14'11'9 1e1D'4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.112 J 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.230 J 999 240 M 1705 /- /- /- /319 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.029 A - - H 1058 /- /- /- /178 /- EXP:B Kzt:NA Des Ld: 51.00 HORZ(TL):0.060 A - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:43.77 ft TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 M Brg Width=3.8 Min Req= 1.7 Soffit: 2.00 BCOL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.508 H Brg Width=5.5 Min Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.755 Bearings M&H are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.854 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:19.02.026.0122.16 C-D 452-2513 E-F 429 -2484 Lumber D-E 522-2994 Top chord 2x4 DF-L#1&Bet. Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 DF-L 2400f-2.0E Chords Tens.Comp. Chords Tens. Comp. 2x4:DF-L Standard+DF-L Stud:W2, W10 2x4 DF-L#2;W3,W4,W11 2x6 DF-L#2; M-L 2437 -444 K-J 2998 -529 Bracing L-K 2437 -444 J-I 2562 -451 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply Os) Webs Tens.Comp. Webs Tens. Comp. Special Loads M-N 490-2687 J-E 451 -73 -(Lumber Dur.Fac=1.15/Plate Dur.Fac=1.15) N-L 443 -70 E-I 163 -591 TC:From 82 pif at 0.00 to 82 pfl at 19.40 N-C 470-2591 I-F 2475 -428 BC:From 20 plf at 0.00 to 20 pif at 19.85 BC: 774 lb Conc.Load at 2.10 C-K 517 -45 F-H 193 -1004 K-D 86 -780 Loading Bottom chord checked for 10.00 psf non-concurrent live load. AO' PRopk, Drifting snow load has been considered for only _(�' `SS/ in plane loading as follows: ?' aG I N LcF O Location Lu1 Lu2 Height Pd W �.C9 83294PE 19.40 0.00 20.00 4.89 34.65 4.027 Where:Lu1=leeward distance,Lu2=windward distance Pd=max applied load,W=length of applied load. - Wind Wind loads and reactions based on MWFRS. OREGON End verticals exposed to wind pressure.Deflection l4 `.1, 14,200W Z meets U240. S`S,el) Ta04 Additional Notes Renewal 6430/2020 Truss must be instated as shown with top chord up. 02/21/2020 "WARNING" READ 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 fatencating 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)f sarety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ex( bracing per BCSI.Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a prooe_y attach d rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or 1 as appllicable. App plates to each face of russ and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE' NEdrawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µ,,.,,;,o',,,,,,,� truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page-. listing this drawing,indicates acceptance of oroTessiona engineering responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 10i and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. Sacramento,CA 95826 For more information see Otis job's general notes page and these web siles: ALPINE: www.alpineitw.com;WI: www.ipinsl.org;SBCA: wwwsbcindusby.com;ICC: www.iccsafe.org SEQN:70774 MONO Ply: 1 Job Number: 1219203 Cast:R7175 JRef:1WSA'71750013 T;70 FROM:MG Qty: 1 Red Rock Creek Commons Div(No: 052.20.1048.18803 Truss Label: FGR4 / RTT 02/21/2920 714 I 410'3 9'B'8 14'8'9 19'10'4 2'l4 78'15 410'3 410""3 5311 I w11 S 129.5 it IN1A5x4 1111.5x4 _ t 9 -4T. C5 :p =3x5 E F b S IIPIIIIIIIIr I : - - = e l ± L K J I ' H -555 1111.5x4 m3x5 =355 m3x10 5x5 Ill1.5x4 113K5 1111.5%4 Jr 1910'4 -- i 71'4 307 4'10'3 4'11'11 4'10'11 1 TT4 ( 5'1111 911'14 14'11"9 1910'4 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,PIin PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pt:21.2 Ce:1.1 VERT(LL): 0.111 J 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.227 J 999 240 M 1467 /- /- /- /265 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.029 A - - H 1030 /- /- I- /171 /- Des ld: 51.00 EXP.B Kzt:NA HORZ(TL):0.059 A - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:43.77 ft TCDL:6-0 psf Code/Misc Criteria Creep Factor:2.0 M Brg Width=3.8 Min Req= 1.6 H Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.402 Bearings M&H are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.800 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.662 Members not listed have forces less than 375# 9: Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwa8:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): _ .-__.. _.... Wind Duration:1.60 WAVE VIEW Ver.19.02.0213.0122.16 C-D 400-2285 E-F 410 -2402 Lumber D-E 491 -2863 Top chord 2x4 DF-L#1&Bet. Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 DF-L#1&Bet. Webs 2x4:DF-L Standard+DF-L Stud:W2, Chords Tens.Comp. Chords Tens. Comp. W10 2x4 DF-L#2;W3,W4,W11 2x6 DF-L#2; M-L 2212 -392 K-J 2863 -498 Bracing L-K 2212 -392 J-I 2477 -431 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Special Loads M-N 432 -2436 J-E 401 -61 -(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) N-C 418 -2362 E-I 158 -570 TC:From 82 plf at 0.00 to 82 plf at 19.40 C-K 488 -39 I-F 2392 -410 BC:From 20 plf at 0.00 to 20 plf at 19.85 K-D 110 -780 F-H 187 -976 BC: 508 lb Conc.Load at 2.10 Loading Bottom chord checked for 10.00 psf non-concurrent live load. REO PRO Drifting snow load has been considered for only A. SS,� in plane loading as follows: . ' . G(N , O Location1 Lu1 Lu2 0.00 20 00 Height 4 9 34 65 4.02 u./ 83294PE p Where:Lu1=leeward distance,Lu2=windward distance LC Pd=max applied load,W=length of applied load. Wind Wind loads and reactions based on MWFRS. OREGON End verticals exposed to wind pressure.Deflection 13 't, 14,20� 0 meets L/240. 4*aeII Tan ` Additional Notes Renewal 6/30/2020 Truss must be installed as shown with top chord up. 02/21/2020 "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)f safety practices pnor to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a pro rl attached id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections$3,B7 or B10Y rj as applicable. Apply plates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise. Refer to ALPINE' NEdrawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the .y,OHO truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawingµ,,,Y, or cover page.. listing this drawing indicates acceptance of pro-fessionaf engineering responsibility solely for the design shown. The suitability 13801 Folsom Blvd.,Suite 10i and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 88Fols Sacramento,CA 9,Sul For more information see this job's general notes page and these web sites: ALPINE: www.alpineilw.core TPI: www.tpins1org SBCA. www.sbcindustry.00m;ICC: www.icesafe.org � SEON:.70696 HIPM Ply: 2 Job Number: 1219203 Cust R 7175 JRef:1WSX71750013 T165 FROM:MCf Oly: 1 Red Rock Creek Commons DrwNo: 052.20.1046.22300 Truss Label: FGRS / RTT 02/21/2020 • -- 2 Complete Trusses Required 6'112 12'6"12 15'9"10 19'8"8 6'1"2 6'5"10 3'2"14 390"14 12 0.5 1111.5X4 A _3 -3X5(») B - X E w3X5 w3X5 T A F T h es KAl J I H -11€G 1 III4X5 _3X5 =3X5 =3X5 1113X5 I. 19'8"8 8'4"10 6'1"2 3'7"6 37"6 6'490 'f 12'5"12 --F.. 16'1"2 }" 19'8"8 Loading Criteria(pef) Wind Criteria Snow Criteria(Pg,Pf in PSF)' Defi/CSI Criteria ♦Maximum Reactions(ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:11 PP Deflection in lac L/defl LJ# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.062 C 999 360 Loc R+ /R- /Rh I Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):0.124 C 999 240 K 1177 /- I- /- /204 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.013 A - - G 1421 1- I- I- /263 /- EXP:B Kzt:NA HORZ TL:0.025 A - - Wind reactions based on MWFRS Des Ld: 51.00 Mean Height:43.91 ft ( ) NCBCLL:0.00 Code I Misc Criteria Creep Factor:2.0 K Brg Width=3.8 Min Req= 1.5 TCDL:6.0 psf BldgIBC 2015 MaxC CSI G Brg Width=3.8 Min Req= 1.5 Soffit: BCDL:4.2 psfCode: ax : 0.245 Bearings K&G are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.381 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.593 Members not listed have forces less than 375# 0 4 0 Maximum Top Chord Forces Per Ply(Ibs) FT/RT:4 Loc.from endwall:Any l M O Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:19.02.028.0122.16 B-C 239-1374 D-E 299 -1676 Lumber Wind _-- --- C-D 298-1673 E-F 207 -1128 Top chord 2x4 DF-L#2 Wind loads and reactions based on MWFRS. Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x6 DF-L#2 End verticals exposed to wind pressure.Deflection Chords Tens.Comp. Chords Tens. Comp. Webs 2x4:DF-L Standard+DF-L Stud: meets 11240. Nailnote K-J 1321 -232 I-H 1199 -222 J-1 1689 -303 Nail Schedule:0.120"x3",min.nails Top Chord:1 Row @12.00"o.c. Bot Chord:1 Row @12.00"o.c. Maximum Web Forces Per Ply(Ibs) Webs :1 Row @ 4"o.c. Webs Tens.Comp. Webs Tens. Comp. Use equal spacing between rows and stagger nails K-B 242-1382 H-F 1248 -728 in each row to avoid splitting. I-E 541 -87 F-G 122 -620 Special Loads E-H 95 -433 -(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 41 plf at 0.00 to 41 pi at 12.56 TC:From 82 plf at 12.56 to 82 plf at 19.71 BC:From 10 plf at 0.00 to 10 pit at 19.71 9:5 129 lb Conc.Load at 1.25,3.25,5.25,7.25 cL �� PRO BC: 131 lb Conc.Load at 11.25,13.25,15.25,17.25 •(< p FSS/ 19.25 ��3 �,1 G I IV FF� % Plating Notes 83294PE '?? ("")1 plate(s)require special positioning.Refer to ,,,,,,-- scaled plate plot details for special positioning requirements. Purlins \. OREGONGON In lieu of structural panels use purlins to brace all flat 14 "T., 1< qe0n' r TC@24"o0. '. ell Ta " O Renewal 6/30/2020 02/21/2020 *'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.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)fo safety practices prior to performing these functions. Installers shell provide temporary f503)357-z11d ER bracing per SCSI.Unless noted otherwise,topy chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown for permanent lateral restraint 6f webs shall have bracing installed per BCI sections B3,87 or B100"" as applicab e. Apply plates to each face of truss and position as shown above and on the Joint retails, unless noted otherwise. Refer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page.. listing this drawing indicates acceptance of prOfessionai engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8801 Folsom Blvd.,Suite 107 - For more information see this job's general notes page and these web sites: ALPINE: www.elpineitw.com:TPI: www.tpinstorg:SBCA: wwwsbcindustry.com:ICC: www.iccsafe.org Sacramento,CA 95826 SEON:82812/ MONO Ply: 1 Job Number: 1219203 Cost:R 7175 JRef:1 W S) 17500t 3 Tire FROM:MG Qty: 1 Red Rock Creek Commons DrwNo: 051.20.1242.41178 Truss Label: G / JAK 02/20/2620 -t rae l TIT' �0.5 re rB T en - • 1 _UI 1 _ ar ..xs 115110 r 3 cos - 471 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind SW: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pt21.2 Ce:1.1 VERT(LL):-0.010 A 999 MOLac R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):-0.016 A 999 240 G 458 /- /- /321 /155 /246 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.007 A - - E 412 /- /- /267 /184 I- EXP:B Kzt:NA Des Ld: 51.00 Mean Height:43.71 ft HORZ(TL): 0.007 A - - Wind reactions based on MWFRS NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:2.0 G Brg Width=- Min Req=- Sofflt 2.00Bldg Code: IBC 2015 Max TC CSI: 0.925 E Brg Width=5.5 Min Req= 1.5 BCDL:4.2 psf Bearing E is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI SW: 2014 Max BC CS: 0.398 Members not listed have forces less than 375# Spacing:24.0" C8C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.998 Maximum Bot Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.19.02.02.0109.12 G-F 407 -493 F-E 717 -503 Lumber Additional Notes Maximum Web Forces Per Ply(lbs) Top chord 2x4 OF-L#1&Bet. Truss must be installed as shown with top chord up. Webs Tens.Comp. Webs Tens. Comp. Bot chord 2x4 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud: B-F 185 -381 C-E 415 -331 W3 2x6 DF-L SS; F-C 905-1235 Bracing (a)Continuous lateral restraint equally spaced on member. Special Loads -(Lumber Dur.Fac=1.15/Plate Dur.Fac.=1.15) TC:From 106 pa at 0.00 to 106 plf at 6.83 BC:From 20 plf at 0.00 to 20 plf at 7.29 Loading Bottom chord checked for 10.00 psf non-concurrent live load. Drifting plane loading load as has obeeen considered for only �_Ep PROF-z.. Location Lul Lu2 Height Pd W g� G 1 N F `t�O 6.83 0.00 20.00 4.68 34.65 4.02 ., �C� l-41 '1- Where:Lul=leeward distance,Lu2=windward distance ui 83294PE 9 Pd=max applied load,W=length of applied load. 0: �- Wind Wind loads based on MWFRS with additional C&C member design. OREGON Left end vertical not exposed to wind pressure. r �Ly 14, - Right end vertical exposed to wind pressure. `SS. 2 C� Deflection meets U240. e it Tan Renewal 6/30/2020 02/21/2020 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.000468 Trusses require extreme care in fabricating handling!,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building corners OR 97113 Componen Safety Information,b TPI and SBCA)f safety practices prior to performing these functions. Installers shall provide temporaryi5031 357-2113 Ext bracing oar BCSI.Unless noted Otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proger attachedrigid ceiling. Locations shown for permanent lateral restraint Of webs shall have bracinga insftalled per SCSI sections B3,B7 or 10y as applicable. Apply dates to each face of truss and position as shown above and an the Joint-Details, unless noted otherwise. Refer to A LPI N E drawings 160A-Zpfor standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/l PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,Indicates acceptance of prOtessional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 101 • Far more information see this Job's general notes page and these web sites: ALPINE: www.alpineilw.com;TPI:www.rpinst.orq;SBCA: www.sbe,ndustry.com;ICC. Rom.iccsafe org Sacramento,CA 95826 SEQN:W231/ MONO Ply: 1 Job Number: 1219203 Cust:R 7175 JRet 1 WSX71750013 724 I FROM:MGr ' City: 16 Red Rock Creek Commons DrwNo: 051.20.1242.41350 Truss Label: G1 / JAK 02/20/2020 5'8"11 , 611'10 11'5"6 1771 23'4'4 5'8'11 1'2'15 4'5'12 5'8'11 6.2"3 12 0.5 W9 SSo a III1� w4X5 :� T 8 _ B C -D =E5 F - (a) L 0 1 - L s K J I - H -a5X5 az3X5 w5X5 w3X10 w5X7 113X5 i 23'4'4 i 6'0"3 5'8"13 5'10'1 ___._ 5'9'3 6'0.3 11'9" 17'7'1 23'4"4 Loading Criteria(pat) Wind Criteria Snow Criteria(Pg.Pt in PSF) Dsf11CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in too Udefl L/# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.166 J 999 360 L R. /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.331 J 847 240 L 1195 /- /- /659 /247 /274 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.042 A - - H 1209 /- /- /635 /244 /- 1 EXP:B Kzt:NA HORZ L: 0.083 A - - Wind reactions based on MWFRS Des Ld: 51.00 Mean Height:44.05 ft -- � ) 9 Code/Misc Criteria CreepFactor:2.0 L Brg Width=3.8 Min Req= 1.5 NCBCLL:10.00 TCDL:4.2 psf BldgCode: IBC 2015 Max TC CSI: 0.911 H Brg Width=5.5 Min Req= 1.5 SLoad 2.0 BCDL:4.2 psf Bearings L&H are a rigid surface. Load Duration:1.15 PAW FRS Parallel Dist:0 to h/2 WI Std: 2014 Max BC CSI: 0.735 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: 0.756 (,'Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:19.02.02.0109.12 1 B-C 491 -2244 D-E 629 -3193 Lumber Deflection 1 C.D 490-2260 E-F 983 -2790 Top chord 2x4 DF-L#2 Max JT VERT DEFL:LL:0.17"DL:0.17".See detail Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 DF-L#2 DEFLCAM81014 for camber recommendations. Chords Tens.Comp. Chords Tens. Comp. Webs 2x4:DF-L Standard+DF-L Stud:W2,W4,W6, Provide for adequate drainage of roof. W8 2x4 DF-L#2;W9 2x6 DF-L#2: L-K 2190 -606 J-I 2860 -589 Additional Notes K-J 3181 -616 I-H 464 -496 Bracing Truss must be installed as shown with top chord up. (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Special Loads L-B 571 -2368 E-I 233 -641 ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) 8-K 527 -120 I-F 2762 -774 TC:From 82 plf at 0.00 to 82 plf at 18.90 K-D 367-1039 F-H 252 -1148 TC:From 82 plf at 18.90 to 112 plf at 22.90 BC:From 20 plf at 0.00 to 20 plf at 23.35 Loading Bottom chord checked for 10.00 psf non-concurrent live load. AEG PRopF Drifting snow load has been considered for only Q S in plane loading as follows: `oj� NAG'Nf F S/0 Location n Lul Lu2 0.00 22 0 Height 4.68 8.03 4.41 44// �' 83294PE�� 7 Where:Lul=leeward distance,Lu2=windward distance CC „ow- Pd=max applied load,W=length of applied load. Wind Wind loads based on MWFRS with additional C&C member design.End verticals exposed to wind pressure.Deflection \\...........:REGON) (r r 14,2°meets L240. ss11 Ta Renewal 6/30/2020 02/21/2020 *'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Teas Components of Oregon.Inc. 'flIMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P. ,.p8 97113 Trusses require extreme care in fbricating,handling,shipping,installing and bracing..Refer to and follow the latest edition of BCSI(Building ( / 7-211s Ea Component S fety Information,byt TPI and SBCA)f safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proeerl attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinaiinstalled per BCSI sections B3,87 or B10Y as applicable. Apply plates to each face of russ and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW B ildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the A„m,wmm„w„ truss in conformance with ANSI/I-PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page.. listing this drawin indicates acceptance of Dro essiona engineering responsibility solely for the design she n. The sul ability gg01 Folsom Blvd.,Suite 10' and use of this drawing for any structure is the responsibility-of the Building Designer per ANS/TPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE: www.alpineltw.com;TPI:www.ipinsiorg:SBCA:www.sbcindusiry.com:ICC: www.iccsafe erg Sacramento,CA 95826 SEON:628251 MONO Ply: 1 Job Number: 1219203 Cust R 7175 JRef:1weR91750813 T-t30 FROM:MG Qty: 1 Red Rock Creek Commons DrwNo: 051.20.1244.40429 Truss Label: G2 I JAK 02/20/2020 I 11115 trere ! rra 13'5'3 197'6 4 ! 5'BYi I STll _I e'23 a 0.5 W9 P IMAI- -MA 6 - m t� Y■■■■ g a D >•31L5 1 - - 1 _ e3X5 -37r5 m� s5X5 M 9 SXS A 19•re i 1'1975 51"11 Sell 51991 uuI 274 I S I 13T11 I 19711 I Loading Criteria(pal) Wind Criteria Snow Criteria(Pg,Pt in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 CI:1.1 CAT:II PP Deflection in Ioc Udall USE Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.083 J 999 360 Loc R+ /R- /Rh /Rw /U I RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.165 J 999 240 M 1006 /- /- /566 /215 /243 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.023 A - - H 1018 1- 1- /538 /215 I- EXP:B Kit:NA Des Ld: 51.00 Mean Height:43.97 ft HORZ(TL):0.046 A - - Wind reactions based on MWFRS NCBCLL:10.00 Code/Misc Criteria Creep Factor.2.0 M Brg Width=- Min Req=- TCDL:6.0 psf H BrgWidth=5.5 Min Req1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.528 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.375 Bearing H is a rigid surface. RepFac:No Max Web CSI:0.805 Members not listed have forces less than 375# Sparing:24.0" C&C Dist a:3.00 R Loc.from endwall:Any FT/RT:4(0)/4(0) MaximumTop Chord Forces Per Ply(Ibs) GCpi:0.18 '.. Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 l WAVE VIEW Ver.19.02.02.0109.12 C-D 213 -895 E-F 663 -2227 Lumber i D-E 625-2217 Top chord 2x4 DF-L#1&Bet. Maximum Bot Chord Forces Per Ply Bot chord 2x4 DF-L#1&Bet. (Ibs ) Webs 2x4:DF-L Standard+DF-L Stud:W2,W4,W6, Chords Tens.Comp. Chords Tens. Comp. W8 2x4 DF-L#2;W9 2x6 DF-L#2; M-L 417 -309 J-I 2276 -470 Special Loads L-K 804 -395 I-H 455 -489 -(Lumber Dur.Fac.=1.15/Plate Dur.Fac=1.15) K-J 2187 -466 TC:From 82 plf at 0.00 to 82 plf al 15.16 TC:From 82 plf at 15.16 to 112 plf at 19.16 Maximum Web Forces Per Ply(Ibs) BC:From 20 plf at 0.00 to 20 plf at 19.61 Webs Tens.Comp. Webs Tens. Comp. Loading L-C 329-1337 E-1 212 -483 Bottom chord checked for 10.00 psf non-concurrent C-K 707 -173 I-F 2190 -664 live load. K-D 444-1410 F-H 219 -959 Drifting snow load has been considered for only in plane loading as follows: Location Lut Lu2 Height Pd W 19.16 0.00 20.00 4.68 34.65 4.02 p PRO Where: maxapplied load, Wta length of applied load.distancence,Lu2=windward 40��G FFS�/ ' �G% V O Wind P- LO 7 Wind loads based on MWFRS with additional C&C LC '- member design. Left end vertical not exposed to wind pressure. Right end vertical exposed to wind pressure. Deflection meets U240. OREGON C. Additional Notes 4 `�tv la,2009 i� Truss must be installed as shown with top chord up. 6%8011 Tan Renewal 8/30/2020 02/21/2020 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon.Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fog safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Est bracing per BCSI.Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperl attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63,B7 or B10Y as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details. unless noted otherwise. Refer to ALPINE' drawings 16uA-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the RJ mN COMPANY truss in Conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page. listing this drawing,indicates acceptance of prolessronat engineering responsibility solely for the design shown. The suitability and use of this rawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10' Sacramento,CA 95626 For more information see this lob's general notes page and these web sites- ALPINE: www.alpineitw com;TPI: ws .tpinstorg':SBCA'. www.sbcindustry.com;ICC: www.iccsafe.org SEQN:10702 MONO Ply: 1 Job Number. 1219203 Cust:R 7175 JRef:1 WSX71750013 T127 FftbM:MGM, ' Qty: 1 Red Rock Creek Commons DrwNo: 052.20.1046.28007 Truss Label: G3 / RTT 02/21/2020 rr4 30"r rr4 5" 12 0.5 1111.524 A Fr3XSBC i IIMiligili F= ED 1111.524 3 1---3V4 1 27 4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf In PSF) Defl/CSI Criteria •Maximum Reactions(Iba) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in Ix Udefl U# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL):-0.001 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):-0.001 C 999 240 F 147 1- /- /96 /52 /53 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 A - - D 161 /- /- /107 /44 /- Des Ld: 51.00 EXP.B Kzt:NA HORZ(TL): 0.001 C - - Wind reactions based on MWFRS Mean Height:44.46 ft NCBCLL: Code/Misc Criteria CreepFactor 2.0 F Brg Width=3.8 Min Req= 1.5 Soffit: 10.00TCDL:6.0 psf 0 Brg Width=- Min Req=- t: 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.152 Bearing F is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.077 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.148 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:4(0)/4(0) I GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.19.02.02B.0122.16 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:DF-L Standard+DF-L Stud: Loading Bottom chord checked for 10.00 psf non-concurrent live load. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical exposed to wind pressure. Deflection meets U240. Right end vertical not exposed to wind pressure. Additional Notes Truss must be installed as shown with top chord up. ���EO PRORFSS C�ci t4.A 01 N F p ID 83294PE 7 t✓- \ JREGO /// N • �4, fel I Taoq� Renewal 6/30/2020 02/21/2020 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. 'IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box45e 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)no safety practices prior to performing these functions. Installers shall provide temporary ( )3s7-z115 Psi bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a prope attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingQ Installed per BCSI sections B3,B7 or 610Y as applicable. Apply plates to each face,of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesAseal on this drawing or cover page listingthis drawing indicates acceptance of pro ss ono englneerina responsibility solely or the design shown.s The suitability 8801 Folsom Blvd.,Suite 10- and use of this Pawing for any structure is the responsibility of the Building Designer per ANSI/TM 1 ec. . For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www_tpinst org;SBCA: www.sboneustry.com;ICC: www.iccsafe.org Sacramento,CA 95826 SEQN:70704 MONO Ply: 1 Job Number: 1219203 Cust:R7175 JRef:1W071756913 TA16 FROM:MG Qty: 1 Red Rock Creek Commons DrwNo: 052.20.1041E3$000 Truss Label: G4 / RTT 02/21/2920 • 3' 4'10'13 11'1' F3Z 4'79 .{.._._ E29 W5 y 1�0.5 r T L1I.0 ' - T I - 1 _ 1 I a G - wad =3x5 a ]4xg 5 r k - l 69'5 510,11 yy 92'5 ! 11'1' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf In PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl LI# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.022 C 999 360 Loc R+ /R- /Rh /Rw /U /RI BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.045 C 999 240 I 565 /- /- /377 /181 /245 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.004 A - - F 548 I- I- /337 /174 /- EXP:B Kzt:NA Des Ld: 51.00 Mean Height:43.79 ft HORZ(TL): 0.009 A - - Wind reactions based on MWFRS NCBCLL: 10.00 Code I Misc Criteria Creep Factor:2.0 I Brg Width=- Min Req=- TCDL:6.0 psf F B Width=5.5 Min Re 1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.550 q= Bearing F is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.371 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.524 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0y4(0) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:19.02.02B.0122.16 C-D 572 -919 Lumber Top chord 2x4 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: I-H 410 -406 G-F 581 -487 W4 2x4 DF-L#2;W5 2x6 DF-L SS: H-G 920 -3t70 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(Ibs) live load. Webs Tens.Comp. Webs Tens. Comp. Drifting snow load has been considered for only H-C 619 -932 D-F 286 -495 in plane loading as follows: G-D 870 -843 Location Lu1 Lu2 Height Pd W 8.92 0.00 20.00 4.88 34.65 4.02 Where:Lu1=leeward distance,Lu2=windward distance Pd=max applied load,W=length of applied load. Wind Wind loads based on MWFRS with additional C&C member design. �0_ED PROFFS Left end vertical not exposed to wind pressure. `�( G(N t1+," Right end vertical exposed to wind pressure. 0a F Deflection meets U240. fly 83294PE 9 Additional Notes ' Truss must be installed as shown with top chord up. OREGON 73(. SLY 14.2eo� m ' ell Tan Renewal 6/30/2020 02/21/2020 *"WARNING" READ 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)nor safely practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Est bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppeerl attached mud ceding Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10Y ' as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE' Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the Ri PM CWFNY truss in conformance with ANSIfTPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page.. listingthis drawing,Indicates acceptance of pro essrona engineering responsibility solely for the design shown. The suitability and se of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8801 Folsom Blvd..Suite 10 For more information see this job's general notes page and these web sites: ALPINE: www_alpineitw.com,TPI: www.tpinstorq:SBCA: www.sbcindus0y.com:ICC: www.iccsafe.org Sacramento,CA 95826 ,. SEpN:1'0592/ MONO Py: 1 Job Number: 1219203 Cost:R7175 JRef:1 WSX71750013 T136 FROM:MC4k ' Oy: 2 Red Rock Creek Commons DrwNo: 051.20.1242.40383 Truss Label: G5 / JAK 02/20/2020 sill , 6'11'10 11'5"8 172'1 I 23'4"4 e'8'11 1'2'i 4'592 5'8"11 6'2"3 _r 12 0.5 we p 111.5X4 w4X5 =3X5 k T fl D C =3X5 D =-3X5 E __F _ (el o 1 L K J I if H s5X5 ,-3X5 =5X5 =3X10 5X7 1113X5 1" 23'4"4 1 en 5'8'13 5'10'1 5'9'3 I eon 11'9- 177'1 23'4'4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefliCSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 CI:1.1 CAT:II PP Deflection in hoc Udefl LJ# Gravity Non-Gravity TCDL: 16.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.192 J 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.360 J 778 240 L 1307 /- /- /659 /291 /274 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.048 A - - H 1266 /- /- /635 /276 /- EXP:B Kzt:NA HORZ(TL): 0.091 A - - Wind reactions based on MWFRS Des Ld: 51.00 Mean Height:44.05 ft ( ) L BrgWidth=3.8 Min Req= 1.5 NCBCLL:10.00Code/Mime Criteria Creep Factor:2.0 TCDL:6.0 psf H Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IBC 2015 Max TC CSI: 0.865 Bearings L&H are a rigid surface. Load Duration:1.15 MW FRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.785 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.756 Members not listed have forces less than 375# Loc.from endwat:AnyFT/RT:4(0)/4( ) Maximum Top Chord Forces Per Ply(lbs) 0 Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:19.02.02.0109.12 B-C 539-2451 D-E 829 -3481 C-D 545-2468 E-F 983 -3008 Lumber Deflection Top chord 2x4 DF-L#2 Max JT VERT DEFL:LL:0.19"DL:0.17".See detail Maximum Bot Chord Forces Per Ply(ibs) Got chord 2x4 DF-L#2 DEFLCAMB1014 for camber recommendations. Chords Tens.Comp. Chords Tens. Comp. Webs 2x4:DF-L Standard+DF-L Stud:W2,W4,W6, Provide for adequate drainage of roof. W8 2x4 DF-L#2;W9 2x6 DF-L#2; L-K 2393 -606 J-I 3087 -993 K-J 3470 -776 I-H 464 -496 Bracing (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(Ibs) member. Webs Tens.Comp. Webs Tens. Comp. Special Loads L-B 580-2588 E-I 235 -703- -(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) B-K 551 -120 I-F 2967 -774 TC:From 92 plf at 0.00 to 92 pif at 22.90 K-D 367-10913 F-H 294 -1204 BC:From 20 pH at 0.00 to 20 plf at 23.35 J-E 404 -258 Loading Bottom chord checked for 10.00 psf non-concurrent live load. in plane snow loading as has been considered for only '�'�LeO PR�FFss/ 22.90 Location 0.00 22.90 Height4 68 8.03 4.41 �0 <7a 9f 44EF� 0 1" Where:Lu1 =leeward distance,Lu2=windward distance Pd=max applied load,W=length of applied load. Wind Wind loads based on M W FRS with additional C&C O R EG O N member design. End verticals exposed to wind pressure.Deflection 134 `sty 14,200'5 C� meetsU240. Sae II Tan Additional Notes Renewal 6/3072020 Truss must be installed as shown with top chord up. 02/21/2020 ""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Trims Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box488 Trusses require extreme care in fabricating,handling shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,byTPI and SBCA)far safety practices prior to performingthese functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted o 'ierwise,top chord shall have properly attached structual sheathing and bottom chord shall have a proppr y attached naid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing.installed per BCSI sections B3,87 or B10, as applicable Appl plates to each face of trussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' NEdrawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the „w COMPANY truss In conformance with ANSI/TPI 1,or for handling,shipping,installation and braci pq ng of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of otessronal engineering responsibility solely for the design shown. The suitability and use of this drawingor for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 107 For more information see this job's general notes pope and these web sites: ALPINE: www.alpineitw.com',TPI: www.tpinstorg;SBCA: wow.sbcinduslry corn;ICC: www.iccsafe orq Sacramento,CA 95826 r PCL XL Error Subsystem : I / O Error : InputReadError Operator : EndPage Position : 348251