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Report (10) OFFICE COPY B.p-�`q_ �'�� Barry Sv I Submittal Response Letter =VIM ARCHITECTURE SERA URBAN DESIGN t PLANNING INTERIOR DESIGN Date REVISION Name Dartmouth Apartments Project Number 1903007 Attention APPROVED Company Essex General Construction Inc L Address 4284 W 7th Avenue Eugene, Oregon, 97402 Phone (503) 747-0092 Email Submittal Name Engineered Wood Products Submittal No. 06 17 33— 1.2 Revision The following comments refer to the submittal listed above. They supplement all comments made within the submittal itself and do not necessarily represent all comments within this submittal. General Comments: No exceptions noted SUBMITTAL REVIEW Sender Charlie Baxter NO EXCEPTIONS NOTED ❑ DISAPPROVED cc ❑ NO EXCEPTIONS NOTED IN CORRECTED COPY ❑ REVISE AND RESUBMIT l NOT REVIEWED Reviewed only for general conformance with the design concept of the project and general compliance with the information given in the Contract Documents. This review does not affect the Contractor's responsibility to perform all contract requirements with no change in contract price or time. Any actions shown are subject to the requirements of the Contract Documents. Contractor is responsible to confirm and correlate dimensions at the site for information that pertains solely to the fabrication processes for the means, methods, techniques, procedures, sequences, and quantities necessary to complete the contract and for coordination of the work of all trades and the satisfactory performance of his work. Any review is undertaken solely to satisfy Architect's obligations, if any,to the Owner and shall not give rise to claim by Contractor or other parties against Architect or Owner. Charlie Baxter REVIEWED BY SERA 4/13/2021 DATE 338 NW 5TH AVENUE PORTLAND OR 97209 T 503.445.7372 F 503.445.7395 SERADESIGN.COM r r • Submittal Review fidEssex 72nd & Dartmouth GENERAL CONSTRUCTION,INC. Section: 061733-1.2 Date: 04/05/21 Subcontractor/Supplier: Timber Tech Framing LLC Description: Engineered Wood Products STAMPED Contractor: Stamp EWP Final Shop Drawings and Stamped Calculations in response to Essex General Construction Inc Submittal 061733-1.1 This drawing or submittal has been reviewed for general conformance with plans and specifications.Review does not relieve - EWP Shop Drawings (2-15) fabricator/vendor or subcontractor of - EWP Stamped Ca I cs (16-58) responsibility for errors,omissions,or non-compliance with contract documents. 04/0S/2021 Reviewed Eliot Adams Architect: Stamp I Engineer/Consultant: Stamp (Xi REVIEWED D REVISE AND RESUBMIT 0 REJECTED 0 FURNISH AS CORRECTED Corrections or comments made on the shop drawings during this review do not re!eve contractor from compliance with requirements of the crawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. This contractor is responsible for confirming and corelating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of all other trades;and performing his work in a safe and satisfactory manner. FROELICH ENGINEERS,INC. DATE: 04/13/2021 BY: BJH 4284 W 7th Avenue.Eugene,OR 97402 I 541-342-4509 www.essexgc.com 17400 SW 656 Avenue.Lake Oswego,OR 97035 l 503-747-0092 CCB#OR 54531 I WA ESSEXGC852JC f ' (*) Boise Cascade' 1111 QiCuti£fNf6NOCb CR00tKI5 [_ Single 11-7/8" BCI®90-2.0 DF PASSED ___.._.-..._. J01 240C MAX (Joist) BC CALC®Member Repor Dry 11 span ( No cant. 124 OCS ; Repetitive I Glued&nailed March 22,2021 21:46:10 Build 7883 Job name: Dartmouth Apartment File name: 2021_03_22_DartmouthApt_Tigard__OR Address 11990 SW 72nd Ave Description: City,State,Lip: 'I igard, OH, 97223 Specifier: Froelich Consulting Engineers Customer: Designer: Ron Bull Code reports: ESR-1338 Cor rpany: Boise Cascade Ll 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 4 1 4 1 l�_4 1 4 l 1 1 1 1 __ .l' B 1 19-00-00 B2 Total Horizontal Product Length=19-00-00 Reaction Summary (Down I Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B 1, 2" 760/0 665/0 B2, 2" 760/0 665/0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Jul.Area(Ibr112) L 00-00-00 19-00-00 Top 40 35 24 Controls Summary Value %Allowable Duration Case Location Pos. Moment 6621 ft-lbs 69.3% 100% 1 09-05-00 End Reaction 1425 lbs 93.8% 100% 1 00-00-00 End Shear 1400 lbs 65.1% 100% 1 00-02-00 Total Load Deflection L/358(0.531") 67.1% rla 1 09-06-00 �p PRpF Live Load Deflection L/670(0.336") 71.6% r\a 2 09-06-00 'SC- f SS Max Defl. 0.631 Ma n1a 1 09-06-00 Cad aG I NE', Oy Span/Depti 19.0 4+ �`` 'p � , 1 92�1 PE %Allow %Allow .c`_ �,,,. Bearing Supports Dim.(LxW) Value Support Member Material OREGON %2 /23 B1 Hanger 2"x 3-1/2" 1425 lbs Ma 93.8% I(anger '/ 01 = B2 Hanger 2"x 3-112" 1425 lbs nla 03.8% Hanger F..e _ 15"1 O�c�O Notes RENEWS: 12/31/23 Design meets Code minimum(L/240)Total load deflection criteria. Design meets User specified(L/460)Live load deflection criteria. I longer Manufacturer:Simpson Strong-Tie, Inc. Disclosure BC CALCO analysis is based on IBC 2018. Use of the Boise Cascade Software is subject to the terms of the End User Composite El value based on 3/'l"thick OSB sheathirg clued and nailed to member. License Agreement(EULA). Design based en Dry Service Condition. Completeness and accuracy of input Caicu ations assume member is fully braced. must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to User Notes anyone relying on such output as „ evidence o`su'tability for a particular - 11 718 BCI 90 2.0 joist is structurally adegjate to support the design loads according to the application_The output here is based on information shown on this design report. building code-accepted design -Loads and dimensions shall be verified by the project's design professiona(s)of record, properties and analysis moil-nets. -This certification is for a Boise Cascade individual building component only and not for the building Installation of Boise Cascade system as a whole. I he component design as shown on this report is based upon loadings and engineered wood products must be n dimensions provided by others.Building designer is responsible for determining that the dimensions accordance with current lnstallaton and loads for each component match those required by the plans and by the actual end use of the Guide and applicaale building codes.To component.Verification of framingmethods,bracingdesign,supportobtain Installation Guide or ask p g conditions,connections.etc.is questions,please call(000)232-0700 the responsibility of the building designer. before installation. BC CALC®,BC FRAMER®,AJS'M ALLJOIST®,BC RIM BCARD1M,BCI®, BOISE GLULAMT".BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 1 of 45 (g)Boise Cascade' • Single 11-7/8" BCI®90-2.0 DF PASSED , �T/thICAN EREDIMOOMCW'S J0122 120C (Joist) RC CALCR Member Report Dry 11 span I Nn rant. 112 n(S I Repetitive I Glued& nailed March 22 2021 21:46:10 Build 7883 Job rame: Dartmouth Apartment Tile name: 2021_03_22_DartmouthApt_Tigard_OR Address: 11990 SW 72nd Ave Description: City,State,Zip: Tigarc, CR,97223 Specifier: Froelich Consulting Engineers Customer: Designer: Ron Ball Code reports: ESR-'336 Company: Boise Cascade ( 1 1 I 1 1 I d i 1 1 1 1 4 t31 2-011)4 82 Total Horizontal Product Length=21-06-04 Reaction Summary (Down I Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 2' 430/3 377/0 B2, 2" 430/3 377/0 Load Summary Live Dead Snow Wind Roof GCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf. A-ea(Ib!ft7) L 00-00-00 21-C6-04 Top 40 35 12 Controls Summary Value '/o Allowable Duration Case Location Pos. Moment 4258 ft-lbs 44.8% 100% 1 10-09-C2 End Reaction 807 lbs 53.1% 100% 1 00-00-00 End Shear 795 lbs 37.0% '00% 1 00 02 00 Total Load Deflection LM7'l (0.539") 50.6% Ma 1 10-09-02 �p PROP Live Load Deflection L/890(0.287") 54.0% nla 2 10-09-02 .<,, Ropes,,, Max Deft. 0-539" nla nla 1 10-09-02 �5 ��G I N E.� /p� Span/Depth 21.5 44 1927.1 PE %.Allow %Allow '' t'' Bearing Supports Dim.(LxW) Value Support Member Material • OR GON /2 /23 , B1 hanger 2"x 3-1/2" 807 lbs n',a 53.1% Hanger ( (% qy 15 �9g1 e. B2 hanger 2"x 3.1/2" 807 lbs Ma 53.1% Hanger , 5 Notes RENEWS: 12/31/23 Design meets Code minimum (L/240)Total load deflection criteria Design meets User spec fled(L/480)Live load defection criteria. Disclosure Hanger Manufacturer: Simpson Strong-Tie,Inc. BC CALCO)analysis is based on IBC 2018. Use r of the Anise C asrada SnftwarE is subject to the terms of the End User Composite El value based on 3/4"thick OSB sheathing glued and nailed to member. License Agreement(EULA). Design based un Dry Service Condition. Completeness and accuracy of ilput Calculations assume member is fully braced, must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to User Notes anyone retying on such output as evidence of suitability for a particular - 11 7/8"BCI 90 2.0 joist is structurally adequate to support the design loads according to the application.The output here is based on information shown on this design report. building code-accepted design -Loads and dimensions shall he verifed by the project's design professional(s)of record properties and analysis methods. -This certification is for a Boise Cascade individual building component only and not for the building Installation of Boise Cascade system as a whole.The component design as shown on this report is based upon loadings and engineered wood products must be in dimensions provided by others.Building designer is responsible for determining that he dimensions accordance with current Installation and loads for each component match those required by the plans and by the actual end use of the Garde and applicahte building rndee Tn component.Ve-ification of framing methods bracing design, support conditions, connections, etc,is obtain Installation Guide or ask questions,please call(8C0)232-0783 the responsibility of the building designer. before installation, BC CALC®,BC FRAMER®,AJST", ALLJOIST®,BC RIM BOARDT''',BCI , BOISE GLULAMTN,BC FtoorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 2 of 45 `f, ,r 6dseCascade` •--- Single 1-314" x 9-1/2" VERSA-LAM® LVL 2.1E 2800 DF PASSED , J0307 160C (Rafter) ,4,, RC CAl.00 Member Report Dr/12 spans I L cant.116 OCS I Repetitive 10/12 March 22,2021 21:46:10 I. i Build 7883 Job name: Dartmouth Apartment File name: 2021_C3_22_Dartmout-Apt_Tigard_OR ir Address: 11E90 SW 72nd Ave Description: `1 City, State,Zip: Tigard OR, 97223 Specifier: Froelich Consulting Engineers Customer: Designer: Ron Bull Code reports: ESR-1040 Company: Boise Cascade _o 12 4 4 4 4 1 1 1 4 1 l 1 T 1 :_1 J 4 1 1 l 1 1 1 4 -I 11 r,, 02-10-00 03-06-00 82 B3 Total Horizontal Product Length=06-04.00 Reaction Summary(Down/ Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B2, 3-1/2" 152/0 190/0 B3, 2" 17/0 40/9 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% i 1 Standard Load Unf.Area(Ib/It2) L 00 00 DO 03 04 00 Top 20 25 01-04-00 i Controls Summary Value %Allowable Duration Case Location Pos. Moment 76 ft-lbs 0.9% 125% 5 04-10-08 Neg. Moment -361 ft-lbs 4.4% 125% 1 02-10-00 End Shear 72 lbs 1.8% 125% 5 05-04-08 Cont.Shear 209 lbs 5.3% 125% 1 01-10-12 To:al Load Deflection 2xL/1998(0.016") Ma Ma 1 00-00-00 Live Load Deflection 2xL/1998(0.012") Ma Ma 13 00-00-00 Total Neg. Defl. L/999(-0 001") Ma Ma 1 04-02411 Max Detl. 0.001" Ma Ma 5 04-07-08 Span I Depth 4.2 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B2 Wall/Plate 3-112"x 1-3/4" 385 Ihs Ma 8.4% Unspecified B3 Hanger 2"x 1-3/4" 115 lbs Ma 4.4% Hanger (c.1.4p PROFESS ��G I N fE� %9 Cautions Uplift of 58 Ibs found at bearing B3. �, 19271 PE.,.,. { Hanger 83 cannot handle uplift of 58 lbs. - , Long Cantilever. Sheathing regiiired nn bottom flange and adjacent back span or bracing designed by 0 OR GONA /2 /23 the design professional of record. Design professions'of record must address uplift at supports. v °6 �- �9 0 For roof members with slope(1/4)/12 or less final design must ensure that ponding instability w II not FF✓'. 15, • �co occur. "Per K. 0 For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. RENEWS: 1.2/31/23 i i Page 5 of 45 g'enisecascade rracztAto�twx�PRODUCTSillSingle 1-3/4" x 9-112" VERSA-LAMS LVL 2.1E 2800 DF PASSED J0307 160C (Rafter) BC CALC®Member Report Dry 12 spans IL cant. 116 OCS I Repetitive 10/12 March 22,2021 21.46 10 Build 7883 Job name: Dartmouth Apartment File name: 2021_03_22_DartmouthApt_Tigard_CR Address: 11990 SW 72nd Ave Description: C ty,State,Zip: Tigard, OR,97223 Specifier: Frcelich Consulting Engireers Customer: Designer: Ron Bull Code reports: ESR-1040 Company: Boise Cascade Notes Design meets Code minimum,2xL/180)Total load deflection criteria. Design meets Code minimum;2xJ240)Live load deflection criteria. Hanger Manufacturer:Simpson Strong-Tie, Inc. BC CALC(I)analysis is based on IBC 2018. Design based on Dry Service Cordition. Cantilevers require sheathed bottom flanges, blocking a:cantilever support and closure at ends. Calculations assume rnernkrer is fully braced. User Notes -Cantilever extremely unstable during construction,follow temporary bracing requirements in Boise Cascade EWP Installation Guide during ins:allation. -Blocking between joists required at bearing adjacent to cantilevered span. -Connections shall be designed by project's design professional of record to adequately transfer until down through the structure. -Direct attached soffit with structural panel required to be attached to underside of joist in cantilever span. - Closure board required at end of cantilever, perpendicular to joists. • Proper roof drainage must be designed by the project's design professional and maintained by the ,D PRQp s building owner. • 4, _. S` - 1 3/4"x 9 1/2"Versa-Lam 2.1E 2800 joist is structurally adequate to support the design loads C C7 N,r'E\/p according to the information shown on this des gn report / w� If -Loads and dimensions shall be verified by the project's design professlonal(s)of record. I ) 19271 PEA,))) -This codification is for a Boise Cascade individual building component only and not for the bu'ding „ ;'�' V f (,-,,,r -- system as a whole. The compnnent design as shown on this report is basec upon loadings and OREGON /2 /23 dimensions provided by others.Building designer is responsible for determining that the dimensions 1 and loads fcr each component match those required by the plans and by the actual end use of the vF`'Or 15,\9�' O� component.Verification of framing methods, bracing design,support conditions,connections, etc.is '�R�-Y;KK Q\.� the responsibility cf the building designer. • RENEWS: 1 Z/31/23 Disclosure Use of the Boise Cascade Software is subject to the terns n`the Frd I Iser License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its acequacy,prior to anyone relying on such output as evidence o`sultab lily for a particular application.The output here is based or building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable buildiii6 codes.Tu obtain Installation Guide or ask questions,please call(80D)232-C788 before instatlat on. BC CALC®,BC FRAMER®,AJSTm, ALLJOIST®,BC RIM BOARDTM,BCI®, BOISE GLULAMT",BC FloorVatueu+7, VERSA-LAM® VERSA-RIM PLUS@, Page 6 of 45 A Boise Cascade Single 1-314" x 9-1/2" VERSA-LAMS LVL 2.1E 2800 DF [PASSED 4 VtGANCE,,E9 MOO PwSWG5 J0309 160C (Rafter) BC CALC®Member Report Dry 12 spans I L cant.116 OCS I Repetitive 10/12 March 22,2021 21:46:10 Build 7883 Job name: Dartmouth Apartment File name: 2021_03_22_DartmouthApt_Tigard_OR Address: 11990 SW 72nd Ave Description: City, State,Zip: Tigard,OR, 97223 Specifier: Froelich Consulting Engineers Customer: Designer: Ron Bull Code reports: ESR-1040 Company: Boise Cascade 10 12 1 ( 1 1 1 1 1 1 1 d 1 1 44- 1 1 i1 1 1 1 1 l l 1 1 1 1 1 1 l 1 1 J 03-03-00 05-05-00 82 B3 Total Horizontal Product Length=08.08.00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B2, 3-1/2" '84/0 230;0 — B3, 2" 47/0 75/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(Iblft2) L 00-00-00 08-08-00 Top 21 25 01-04-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 189 ft-lbs 2.3% 125% 5 05-02-03 Neg. Moment -461 ft-lbs 5.6% 125% 1 03-03-00 End Shear 102 lbs 2.6% 125% 5 07-03-08 Cont.Shear 220 lbs 5.6% 125% 1 02-03-12 Total Load Deflection 2xL/1998(0.027") n\a Ma 1 OJ-OJ-OU Live Load Deflection 2xL/1998(0.021") n\a n\a 13 00-03-00 Total Neg. Defl. L/999(-0.003") n\a Ma 1 05-02-09 Max Defl. 0.005" n\a n\a 5 03-03-07 Span/Depth 6.7 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B2 WallfPlate 3-1/2"x 1-3/4" 414 lbs n\a 9.0% Unspec Pied IB3 Hanger 2"x 1-3/4" 167 lbs n',a 6.4% Hanger Cautions Long Cantilever:Sheathing required on hnttnm flange and adjacent back span or bracing designed by the design professional of record.Design professional of record must address uplift at supports. For roof members with slope(1/4)112 or less final design must ensure that ponding instability will not } occur. For roof members with slope(1/2)112 or less final design must account for Rair-on-Snow surcharge load. ��R_p PRopess Notes c, �,G)Ntp i0 Design meets Code minimum(2xL/180)Total load deflection criteria. 4, 'Q 4, Design meets Code minimum(2xL/2L0)Live load deflection criteria. 149271 PEt.,.. Hanger Manufacturer. Simpson Strong Tie,Inc. ,r_: Y.;._, - BC CALL®analysis is based on IBC 2018. l ORON /2 /23 Desigi i based on Dry Service Condition. v `Or Nc§C\ Cantilevers require sheathed bottom lenges, blocking at cantilever support and closure at ends. (e). 15, �cp Calculations assume member is fully braced. FREY K 0 RENEWS: 12/31 0Z3 t Page 7 of 45 Boise cascade`• Single 1-3/4" x 9-112" VERSA-LAM® LVL 2.1E 2800 DF PASSED r)IGOSPRFD WOD FROMM J0309 160C (Rafter) RC CALC6i Member Report Dry I spans IL cant. 116 OCS I Repetitive 10/12 March 22, 2021 21:46:10 Build 7883 Job name: Dartmouth Apartment File name: 2021_03_22_DartmouthApt_Tigard_OR Address: 11990 SW 72nd Ave Description: City,State,Zip: Tigard, OR,97223 Specifier: Froelich Consulting Engineei-s Customer: Designer: Ron Bull Code reports: ESR-1040 Company: Boise Cascade User Notes -Cantilever extremely unstable during construction,follow temporary bracing requirements in Boise Cascade EWP Instal ation Guide during installation. -Blocking between joists required at bearing adjacent to cantilevered af:an. -Connections shall be designed by project's design professional of record to adequately transfer uplift down through the structure. -Direct attached sofft with structural panel required to be attached to underside of joist in cantilever span. -Closure board required at end of cantilever, perpendicular to:oists. : Proper roof drainage must be designed by the project's design professional and maintained by the ��R PROf�'sf building owner. _ - 1 3/4"x 9 1/2"Versa-Lam 2.1E 2800 joist is structurally adequate to support the desigr loads CD ‘G I NEF 45according to the information shown on this design report. 4, 'p �y -Loads and dimensions shall be verified by the project's design professional(s)of record. 1 927.1 PE `J -This certification is for a Boise Cascade individual building component only and not for the building Sri , 4. / . (. system as a whole.The component design as shown on this rcport is based upon loadings and j OR GON /2 /23 dimensions provided by others. Building designer is respnnsihle for determining that the dimensions ,. 1 and loads for each ccmponent match those required by the plans and by the actual end use of the `�tr` GAY f 5,,gg O� component.Verification of framing methods, bracing design, support conditions, connections, etc.is ��K the responsibility of the building designer. S RENEWS: 12/31/23 Disclosure Use of the Boise Cascade Software is subject to tie terms of the End User License Agreement(EUL,A). Completeness and accuracy of input must be reviewed and verified by e qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.Tho output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must ae in accordance with current Installation Guide and applcable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALG®,BC FRAMER®,AJS'", ALLJOIST®,EC RIM BOARD'"',BCI®, BOISE GLULAM1m,BC FloorValue®, VERSA-LAMna,VERSA-RIM PLUS®, Page 8 of 45 ii x r ®BoseCaocade' IM Single 1-3/4" x 9-1/2" VERSA-LAM® LVL 2.1E 2800 DF I PASSED I t CMYIE.flo, C"FV•C!nlc13 /` J0311 160C (Rafter) BC CALC®Member Report Dry 12 spans I L cant. 116 OCS I Repetitive 10/12 March 22,2021 21:46:10 Build 7883 ' Job name: Dartmouth Apartment File name: 2021_03_22_DartmouthApt_Tigard_OR ' Address: 11990 SW 72nd Ave Description: `I City, State, Zip- Tigard, OR,97223 Specifier: Froelich Consulting Engineers Customer: Designer: Ron Bull i Code reports: ESR-1040 Company: Boise Cascade 12 1 rrn_ .1 .1 .1 1 1 1 1 1 1 1 w j 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ,I'. 1 ---- 03-06-00 07-03-00 B2 B3 Total Horizontal Product Length=10-09-00 Reaction Summary (Down/ Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B2, 3-1/2" 211 /0 264;0 B3, 2" 75/0 108;0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(IMF) L 00-00-00 10-09-00 Top 21) 25 01-04-00 Controls Summary Value %Allowable Duration Case Location Pas. Moment 326 ft-lbs 4.0% 125% 5 07-04-05 Neg.Moment -523 ft-lbs 6.4% 125% 1 03-06-00 End Shear 126 lbs 3.5% 115% 8 09-09-08 Cont.Shear 210 lbs 5.8% 115% 9 04-05-04 Total Load Deflection 2xL/1998(0.035") Ma Ma 1 00-00-00 Live Load Deflection 2xL/1998(0,031") Ma Ma 13 00-00-00 I otal Neg. Defl. 2xL/1998(-0.007") Ma Ma 5 00-00-00 Max Dell. 0.013" Ma Ma 5 07-02-02 Span/Depth 9.0 %Allow "/c Allow Bearing Supports Dim.(I kW) Value Support Member Material B2 Wall/Plate 3-1/2"x 1-3/4" 476 lbs Ma 10.4% Unspecified B3 Hanger 2"x 1-3/4" 205 lbs Ma 7.8% Hanger Cautions Long Cantilever Sheathing required on bottom flange and adjacent back span or bracing designed by p PROFt the design professional of record. Design professional of record must address uplift at supports. /'<c. t .SS/ For roof members with slope(1/4)112 or less final design must ensure that ponding instability will not I�U��'t>G N��� O occur. 119271 PE For roof members with slope(1/2)112 or less final design must account for Hain-on-Snow surcharge load. -. 0Rr ON /2 /23 Notes F��Y 15,1°'�'43 Design meets Code minimum (2xL/180)Total load detection criteria. \Fnj , K. O\- Design meets Code minimum (2xL/240)Live load dellec:lon criteria. Hanger Manufacturer. Simpson Strong-Tie,Inc. RENEWS: 12/31/23 BC CALC®analysis is based an IBC 2018. Design based on Dry Service Condition. Cantilevers require sheathed bottom flanges, blocking at cantilever support and closure at ends. Calculations assume member is fully braced. IPage 9 of 4.5 4")Boise Cascade Single 1-3/4" x 9-1/2" VERSA-LAM® LVL 2.1E 2800 DF PASSED 51PoI1aEREDY.000 WOWS J0311 160C (Rafter) BC CALC@ Member Report Dry J 2 spans J L cant. J 16 OCS I Repetitive I 0/12 March 22,2021 21:46:10 Build 7883 Job name: Dartn-outh Apa-tment File name: 2021_03_22_lartrnnnthApt_Tigard_CR Address: 11990 SW 72nd Ave Description: City,State,Zip: Tigard, OR,97223 Specifier: Froelich Consultinc Engineers Customer: Designer: Ron Bull Code reports: ESR-1040 Company: Boise Cascade User Notes -Cantilever extremely unstable during construction,follow temporary bracing requirements in Boise Cascade EWP Installation Guide during installation. -Blocking between joists required at bearing adjacent to cantilevered span. -Connections shall be designed by project's design professional of record to adequately transfer uplift down through the structure. -Direct attached soffit with structural panel required to be attached to underside of joist in cantilever span. -Closure board required at end of cantilever, perpendicular to joists. : Proper roof drainage must be designed by the project's design professional and maintained by the building owner. it,,4p PROFES - 1 3/4"x 9 1/2"Versa-Lam 2.1E 2800 joist isstructurally acequate to support the design loads \ according to the information shown on this design report Co c,* £p S -Loads and dimensions shall be verified by the project's design professional(s)of record. G4'' 1 927,1 P �, r� This certification is for a Boise Cascade individual building cutupunerit only and not for the building , r system es a whole.The component design as shown on this report is based upon loadings and dimensions provided by others Building designer is responsible for dote mining that the dimensions 1 r� OREGON /2 /23 and loads for each component match those required by the plans and by the actual end use of the component.Verification of framing methods, bracing design, support conditions, connections,etc.is �Gay/5'\9�c�0� the responsibility of the building designer. /9`t-), K. O\' RENEWS: 12/31/23 Disclosure Jse of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitah:lily for a partirailar application.The outpt.t here is based or building code-accepted design properties end analysis methods Installation of Boise Cascade engineered wood products must be in I accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 befure i'tslatlaton. BC CALCE,BC FRAMER®,AJST", ALLJOISTO,BC RIM BOARDTM,BCIO, 0013E GLULAMT',BC F oorValue€, VERSA-LAM®,VERSA-RIM?I US®, Page 10 of 45 } l t ®BciseCascadSingle 1-314" x 9-1/2" VERSA-LAM® LVL 21E 2800 DF PASSED] E °W,, . J0312 160C South 5th (Joist) l' BC CALC®Member Report Dry l 1 span ( No cant. l 16 OCS I Repetitive I Glued&nailed March 22,2021 21:46:10 Build 7883 • Job name: Dartmouth Apartment File name: 2021_03_22_DartmouthApt_Tigard_OR Address: 11990 SW 72nd Ave Description: t City, State,Zip: Tigard,OR, 97223 Specifier: Froelich Consulting Engineers 7 Customer: Designer: Ron Bull Code reports: ESR-1040 i ompany: Boise Cascade li 1 1 - 1 1 1— 1 1 . 1 1_rv__ 1 1 1 1 _l. 1: 1 1 1 1 1 1 1, 1 I 1 1T.... l - 1 1 1 k .0 lie70e B1 B2 Total Horizontal Product Length=11-07.00 Reaction Summary (Down/ Uplift) (Ibs) Hearing Live Dead Snow Wind Roof Live B1, 2" 772/0 348/0 10310 02, 2' 772/0 348/0 19310 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(IbWft2) L 00-00-00 11-01-00 lop 100 45 25 16 Controls Summary Value %Allowable Duration Case Location Pos. Moment 3127 ft-lbs 47.7% 100% 1 05-09-08 End Shear 934 lbs 29.6% 100% 1 00-11-08 Total Load Deflection L/564(0.242") 42.6% n\a 1 05-09-0B Live Load Deflection L/817(0.167") 58.7% n\a 4 05-09-08 „�<c' -0 PROPtS. j. Max Defl. 0.242" nla nla 1 05-09-08 V� �a G J N EF- .? Span/Depth 14.4 Ts'` 1927�1 PEh %Allow %Allow 3 1,- �1 Bearing Supports Dim.(LxW) Value Support Member Material OREGON /2 J23 B1 Hanger 2"x 1-3/4" 1120 lbs n',a 42.1% Hanger ki ✓l), 1 e B2 Hanger 2"x 1-3/4" 1120 lbs n',a 42.7% Hanger vG °�r f 5, � Notes RENEWS: 12/31/23 Design meets Code minimum(L/240)Total load deflection criteria. Design meets User specified (L/460)Live load defection criteria. Hanger Manufacturer: Simpson Strong-lie,Inc. BC CALC®analysis is based on IBC 2018. Disclosure Use of the Boise Cascade Software is Composite El value based on 3/4"thick OSB sheathing glued at id nailed to member. subject to the terms of the End User Design based on Dry Service Condition. License Acreernenl(EULA). I Calculations assume member is fully braced. Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate User Notes expert to assure its adequacy,prior to - 1 3/4"x 9 1/2' Versa-Lam 2.1E 2800 Joist Is structurally adequate to suuper t the design loads anyone relying on such output as according to the information shown on this design report evidence of suitability for a particular application.The output here is based on - Loads and dimensions shall be verified by the project's design prnfessional(s)of record. building code-accepted design -This certification is for a Boise Cascade individual building component only and not for the building properties and analysis methods. system as a whole.Tne component design as shown on this report is based upon loadings ant Installation of Boise Cascade dimensions provided by others. Building designer is responsible for determining that the dimensions engineered wood products must be In and loads for each component match those required by the plans acid by the actual end use of the accordance with current Installation component.Verification of framing methods, bracing design, support conditions, connections,etc.is Guide and applicable bui ding codes.To the responsibility of the hi flirting designer. obtain Installation Guide or ask questions,please cull(800)232-0788 before nstallalon BC CALC®,BC FRAMER®,AJSTM, ALLJOIST®,BC RIM DOARDT",DUI®, BOISE CWLAMT",BC FIoo-Value®, I VERSA-LAM®,VERSA-RIM PLUS®, Page 11 of 45 ��++TT//0soisecascate' • Single 1-3/4" x 9-112" VERSA-LAME LVL 2.1E 2800 DF PASSED eaualliED nO ,Ca uer J0313 160C (Rafter) BC CALCCi Member Report Dry(2 spans(L can:. l 16 OCS (Repetitive(0/12 March 22, 2021 21:46:10 Build 7883 Job name: Dartmouth Apartment File name. 2021_03_22 DartmouthApt_Tigard_OR Address: 11990 SW 72nd Ave Description: C ty,State,Zip: Tigard, OR,97223 Specifer: Froelich Consulting Engineers Customer: Designer: Ron Bull Code reports: ESR-1040 Company: Boise Cascade .. 0 12 Imo— .__._.1_ 1 1 1 1 4 j .T 1 1 1 1 t 1 1 1 4 1__ l 1 1 . 1 1 1 1 1 . 1 A 03.07-00 09.03-00 t32 B3 Total Horizontal Product Length,-12-10-00 Reaction Summary (Down I Uplift) (lbs) Bearing Live Dead Snow Wnd Roof Live B2, 3-1/2" 236/0 295/n B3, 2' 106/0 144/0 Load Summary Live Dead Snow Wind Rnnf Tributary Live Tag Description Load Type Fret. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(Ib;ft') L 00-00-00 12-10-00 Top 20 25 01-04-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 496 ft-lbs 6.6% 115% R f1R-07-15 Neg. Moment -544 ft-lbs 6.6% 125% 1 03-07-00 End Shear 193 lbs 5.3% 115% 8 11-10-08 Cont.Shear 260 lbs 7.2% 115% 9 04-06-04 Total Load Deflection 2xL/1998(0.036") n\a n\a 1 00-00-00 Live Load Deflection 2xL/1998(0.039") n\a n\a 13 00-03-00 Total Neg. Defl 2xL/1998(-0.022") n\a n\a 5 03-03-00 Max Defl. 0.031' n\a r\a 8 08-04-04 Span/Deptn 11.6 %Allow %Allow <ED PRO,rf- Rearing Supports Dim.(LAN) Value Support Member Material "\C .5s B2 WaIliP12te 3-1/2"x 1-3/4" 531 lbs Ma 11.6% Unspecified wU� �*G l N!t'e, boy B3 Hanger 2"x 1-3/4" 250 lbs n\a 9.5% Hanger 9. 1 927,1 PE Cautions OR GON /2 /23 Long Cantilever: Sheathing required cn bottom flange and adjacent back span or bracing designed by v ,i, �'\ the design professional of record. Design professional of record must address uplift at supports. F`F �Y Q For roof members with slope (1/4)/12 or less final design must ensure that ponding instability w II not f'iCtY K. 0"- occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Srow surcharge RENEWS: 12/31/23 load. Notes Design meets Code minimum(2xL/183)Total load dejection criteria. Design meets Code minimum (2xL/240)Live load deflecton criteria. Hanger Manufacturer:Simpson Strong-Tie, Inc. BC CALCO analysis is based on IBC 2018. Design based o9 Dry Service Condition. Cantilevers require sheathed bottom flanges, bluckirig at cantilever support and closure at ends. Calculations assume member is fully braced. Page 12 of 45 . if ®BolseCascade - Single 1-3/4" x 9-1/2" VERSA-LAM® LVL 2.1E 2800 DF PASSED c.aec,ruv.,C0 fr-OC4CTa J0313 160C (Rafter) BC CALC®Member Report Dry l 2 spans L cant. 1 16 OCS Repetitive l 0112 March 22,2021 21:46:10 BLild 7883 Job name: Dartmouth Apartment File name: 2021 03_22 DartmouthApt_Tigard_OR_ _ Acdress: 11990 SW 72nd Ave Description: City, State, Zip: Tigard, OR, 97223 Specifier: Froelich Consulting Engineers Customer: Designer: Ron Bull Code reports: ESR-1040 Company: Boise Cascade User Notes -Cantilever extremely unstable during construction, follow temporary bracing requirements in Boise Cascade EWP Installation Guide during installation. -Blocking between joists required at bearing adjacent to cantilevered span Connections sha I be designed by project's design professional of record to adequately transfer uplift down through the structure. -Direct attached saffi:with structu'al panel required to be attached to underside of joist in cantilever span. -Closure hoard required at cnc of cantilever, perpendicular to joists. : Proper rnnf drainage must he designed by the project's design professional and maintained by the ,`4�c_O PROFESS building owner. E G f N f , - 1 3/4"x 9 1/2"Versa-Lam 2.1E 2800 joist is structurally adequate to support the design loads w <c,� �,p according tc the information shown on this cosign report. 19271 PE Loads and dimensions shall be verified by the project's design professional(s)of record, V,.� 7 -This certification is for a Boise Cascade individual build ng component only and not for the building ORtGON system as a whole.The component design as shown on this report is based upon loadings and ,� i'/2 /23 dimensions provided by others.Building designer is responsible for determining that the dimensions w G y \O and loads for each component match those required by the plans and by the actual end use of the F.��. I s f �O component.Verification of framing methods, bracing design,support conditions,connections,etc. Is \' the responsibility of the building designer. R K. O RENEWS: 12/31/23 Disclosure Use of the 3oise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate exper t lu assure its adequacy,prior to anyone relying on such output as evidence o=sutability for a particular application.The output here is based on building code-accepted design properties and analysis methods Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain hstallaton Guide or ask questions,please call(800)232-0788 before installaton. BC CALC®,BC FRAMER®,AJS'"', ALLJOIST®,BC RIM BOARD1",BCI®, RO)ISE GI Ill ARV",R;FioorValue® VERSA-LAM®,VERSA-RIM PLUS®, Page 13 of 45 3)Boise Cascade' Single 1-3/4" x 9-1/2" VERSA-LAMO LVL 2.1E 2800 DF PASSED INOMERE°A•°OD MOW1[i S J0315 160C (Rafter) BC CALCC Member Report Dry 12 spans I L cant. 116 OCS I Repetitive I C/12 March 22,2021 21:46:10 Build 7883 Joh name: flartmnuth Apartment File name: 2021.33_22__DartmouthApt_Ticard_OR Address: 11990 SW 72nd Ave Description: City,State,Zip: Tigard, OR,97223 Specifier: Froelich Consulting Engineers Customer: Designer: Ron Bull Code reports: ESR-1040 Company: Boise Cascade 10 12 l 1 1 1 1 1 1 1 1 1 1 1 1 l 1 111 1 1 4 1 1 1 1 1 1 1 1 1 1 1 11 . _ 03-07-00 B2 ii.ns-ram B3 Total Huricuntal Product Length=14-10-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B2, 3-1/2" 260/0 324/0 B3, 2" 136/0 180/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 9D% 115% 160% 125% 1 Standard Load Unf.Area(Iblfl2) L 00-00-00 14-10-00 To:i 20 25 01-04-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 798 ft-lhs 10.6% 115% A 09-06-01 Neg. Moment -544 ft-lbs 6.6% 125% 1 03-07-00 End Shear 258 lbs 7.1% 115% 8 13-10-08 Ccnt.Shear 313 lbs 8.6% 115% 9 04-05-04 Total Load Deflection L/999(0.07'1 n\a n\a 8 09-04-03 Live Load Deflection 2xL/1998(0.044") Ma n\a 13 03-00-00 Total Neg. Defl 2x_/1998(-0.049") n\a n\a 8 03-00-00 Max Defl. 0.071" n\a n\a 8 09-04-03 Span/Depti 14.1 %Allow %Allow Bearing Supports Dint(LxW) Value Support Member Material B2 Wall/Plate 3-1/2"x 1-3/4" 5E41 lbs Oa 12.7% Unspecified R3 Hanger 2"x 1-3/4" 316 Ihs nla 12.0% Hanger Cautions Fe-roof members with slope (1/4)/12 or less final design must ensure that ponding instability will not ����'� PRErto s occur. — oardroof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge mac) *G I N FF� IOy 19271 PEA `" 1.Notes ORGON Design meets User specified (U240)Total load deflection criteria. .‘ /2 /23 Design meets Code minimum (2xL/240)Live load deflection criteria. rr<e G(}' 15 ,�� p� Hanger Manufacturer:Simpson Strong-Tie, Inc. fiF LS BC CALC®analysis is based on IBC 2018. RAY K' Design based on Dry Service Condition. RENEWS: 12/31/23 Cantilevers require sheathed bottom flanges, blocking at cantilever support and closure at ends. Calculations assume member is fully braced. Page 14 of 45 Boise Cascade' Single 1-3/4" x 9-1/2" VERSA-LAMU LVL 2.1E 2800 DF PASSED Ir tIG,rmao r(OOO frootx ti J0315 160C (Rafter) BC CALC®Member Report Dry 12 spans I L cant.116 OCS I Repetit ve 10112 March 22,2021 21:46:10 Build 7883 Job name: Dartmouth Aaarment File name: 2021_03_22_DartmouthApt-Tigard_OR Address: 11990 SW 72nd Ave Description: City,State,Zip: Tigard, OR, 97223 Specifier: Froelich Consulting Engineers Customer: Designer: Ron Bull Code reports: ESR-1040 Company: Boise Cascace . i User Notes -Cantilever extremely urstable during construction,follow temporary bracing requirements in Boise Cascade EWP Installation Guide during installation. -Blocking between joists required at bearing adjacent to cantilevered span. -Connections shall be designed by project's design professional of record to adequately transfer uplift down through the structure. -Direct attached soffit with structural panel required to be attached to underside of joist in canti ever span. -Closure beard required at end of cantilever, porpondicular to joists. : Proper roof drainage must he desigred by the project's design professional and maintained by the building owner. - 1 3/4"x 9 1/2"Versa-Lam 2.1E 2800 joist is structurally adequate to support the design loads EQ PROF according to the information shown on this design report. "\cR-Loads and dimensions shall be verified by the project's desigr professional(s)of record. �.� �\,G I N f e£SS vO -This certification is for a Boise Cascade individual building component only and not for the buildirg w 4) system as a whole. The component design as shown on this report is based upon loadings and 1927,1 P r dimensions provided by others.Building designer is responsible for determining that the dimensions r' trf�, ti. �1 and loads fcr each component match those required by the plans and by the actual end use of the OR GON /2 /23 component.Verification of framing methods. bracing design, support conditions,connectons,etc.is � the responsibility of the building designer. F`�,GAY 15 1°��' 4� RENEWS: 12/31/23 Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particula- application. I he output here is based on building code-accepted design propertes and analysis methods. Installation of Boise Cascade engineered wood products must be In accordance with current Installation Guide and applicable building cedes.To obtain Installation Guide or ask questions,please call(800)232-0789 before installation. BC CALC®,BC FRAMER®,AJST'" ALLJOI3T®,BC RIM 13OARDT",BCI®, BOISE GLULAMIN,BC FloorValue® VERSA:LAM®,VERSA-RIM PLUS®, I { Page 15 of 45 lar— Boise Cascade Single 1-3/4" x 9-1/2"VERSA-LAM® LVL 2.1E 2800 DF PASSED iNGIKELMIWOOMOLULS J0316 160C (Rafter) RC CAI CtR)Member Report Dry 12 spans I L cant. 116 JCS I Repetitive (0/12 March 22,2021 21:46:10 Build 7883 Job name: Dartmouth Apartment File name: 7091_03 22_DartmouthApt_Tiearc_OR Address: 11990 SW 72nd Ave Descripticn: City,State,Zip: Tigard, CR,97223 Specifier: Froelich Consulting Engineers Customer: Designer: Ron Bull Code reports: ESR-1040 Company: Boise Cascade ,e o 12 11 4 1 1 1 1 1 1 1 4 4 1 1 1 1- 1 i 1 1 1 1 1� 4 1 1 1 4 1 1 4 1 4 1 4 — 4 _— 4 0t-09-00 10,06 01 82 B3 Total Ilorizontal Product Length=15.03-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B2, 3-1/2" 294/0 358!0 B2, 2' 112/0 159++0 Load Summary Live Dead Snow Wind Rnnf Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(Ibift') L 00-00-00 15-03-00 Top 20 25 01-04-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 585 ft-lbs 7.8% 115% 8 10-0a-02 Neg. Moment -858 ft-lbs 10.5% 125% 1 04-09-00 End Shear 214 lbs 5.9% 115% 8 14-03-08 Cont.Shear 321 lbs 8.8% 115% 9 05-08-04 Total Load Deflection 2xL/1998(0.097") Ma Ma 1 00-00-00 Live Load Deflection 2xL/1998(0.089") Ma Ma 13 00-00-03 To:al Neg. Defl. 2xL/1998(-0.025") Ma Ma 5 00-00-00 Max Defl, 0.044' Ma Ma 8 10-03-09 Span!Depth 13,1 %Allow %Allow Bearing Supports Dim.(LAN) Value Support Member Material R2 1/t'all/Plate 3-1/2"x 1-3/4" 662 lbs Ma 14.4% Unspecified ��rEQ PROF£�� B3 Hanger 2"x 1-3/4" 271 lbs Ma 10.3% Hanger �c5 �cGINte /off Cautions ! �r LongCantilever: Sheathingrequired on bottom flange and back span or bracingdesignee by1 927 Ph" 4 9 adjacentP 9 _ f t the design professional of record. Design professional of record must address uplift at su?ports `' oR�caN For roof members with slope(1/4)/12 or less final design must ensure that pending instability will not t}�J2 /23 occur. v�>15�g°�%3 For roof members with slope(112)/12 or less final design must account for Rain-on-Snow surcharge /'' k load. c r K. RENEWS: 12/31/23 Notes Design meets Code minimum (2xL/180)Total Icad deflection criteria. Design meets Code minimum (2xL+240)Live load deflection criteria. Hanger Manufacturer:Simpson Strong-Tie, Inc. BC GALL©analysis is based on IBC 2018. Design based Oil Dry Service Condition. Cantilevers require sheathed bottom flanges,blocking at cantilever support and closure at ends. Calculations assume member is fully braced. Page 16 of 45 (08oise Cascade' Single 1-3I4" x 9-1/2" VERSA-LAMU LVL 2.1E 2800 DF PASSED b10tlG.L4F6nWN MGgIKl9 J0316 160C (Rafter) BC CALL®Member Report Dry l 2 spans l L cant. 116 OCS I Repetitive 10112 March 22,2021 21:46:10 Build 7883 • Job name: Dartmouth Apartment File name: 2021_03_22_DartmouthApt_Tigard_OR Address' 11990 SW 72nd Ave Description: Ci:y, State,Zip: Tigard,OR, 97223 Specifier: Froelich Consulting Engineers Customer: Designer: Ron Bull Code reports: ESR-1U40 Company: Boise Cascade User Notes -Cantilever extremely unstable during construction, follow temporary bracing requirements in Boise Cascade CWP Installation Guide during nstallation. -Blocking between joists required at bearing adjacent.to cantilevered span. -Connections shall be designed by project's design professional of record to adequately transfer uplift rdown through the structure. -Direct attached soffit with structural panel rewired to be attached to underside of joist in cantilever span. -Closure beard required at and of cantileve', perpendicular to joists. : Proper roof drainage mist he designed by the project's design professional and maintained by the building owner. - 1 3/4"x 9 1/2' Versa-Lam 2.1E 2800 joist is structurally adequate to support the design loads ��Fp PRO e according to the information shown on this design report 4 \\G I N Ee % -Loads and dimensions shall be verified by the project's design professional(s)of record. C� t4., ,P •y -This certification is for a Boise Cascade individual building component only and rot for the building a 19271 PE 9r system as a whole.The component design as shown on this report is based upon loadings anc f dimensions provided by others.Building designer is responsible for determining that the dimensions .c.w ' - • — and loads for each component match those required by the plans and by the actual end use of the OR GON /2 /23 component.Verification of framing methods, bracing design, support conditions, connections, etc.is Y �°��'� the responsibility of the building designer. �� 15, s Qt. ri?eYK, p'. RENEWS: 12/31/23 Disclosure Use of the Boise Cascade Software is sub ect to the terms of the End User License Ayeement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate export to assu-e its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application. 1 he output here's based on building code accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products n-ust be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0700 hefore installation BC CALC®,BC FRAMER®,AJST", ALLJOISTO,BC:RIM BOARDT",BCI« , BOISE GLJLAM ',BC FloorValue® VERSA,LAM®,VERSA-RIM PLUS®, Page 17 of 45 "I, , t ►)eoisecascade 1�""' Double 1-3/4" x 9-1/2" VERSA-LAM®LVL 2.1E 2800 DF PASSED ti�J EWNWElED NON) OM TS J0317 120C DBL(Joist) BC CAI CCw Member Report Dry 1 1 span I No cant.1 12 OCS J Repetitive f Gt red&nailed March 22,2021 21:46:10 Build 7883 Job name: Dartmouth Apartment File name: 2021_03_22_DartmnuthApt_Tigard_OR Address: 11990 SW 72nd Ave Description: City,State,Zip: Tigard, OR,97223 Specifier: Froelich Consulting Engineers Customer: Designer: Ron Bull Code reports: ESR-1040 Company: Boise Cascade 1-4-1 1 1 S 1 Tl _T 1 l ! _ i =1 4 l 4 1 1 _ 1 =1 1 1 ! 1 1 l 1 A 1h-11-o0 61 82 Total Horizontal Product Length=16-11-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 2" 846/0 381/0 211 /0 B2,2" 846/0 381/0 211/0 Load Summary LIve Dead Snow Wind Roof OGS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf. Area(lb/ftz) L 00-00-00 16-11-00 Top 100 45 25 12 Controls Summary Value %Allowable Duration Case Location Pus. Moment 5060 ft-lbs 38.5% 100% 1 08-05-C8 End Shear 1088 lbs 17.2% 100% 1 00-11-C8 Total Load Deflection L/438(0.457") 54.8% n\a 1 08-05-08 Live Load Deflection L/636(0.315") 75.5% Ma 4 08-05-08 Max Deft, 0.457" n\a n\a 1 08-05 08 Span/Depth 21.1 "J Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Hanger 2"x 3-1/2" 1226 lbs nla 23.4% Hanger B2 Hanger 2"x 3-1/2" 1226 lbs nta 23.4% Hanger Notes _ -- Design meets Code minimum(L/240)Total load deflection criteria. �,Rs-p PROFS Design meets User specified (L/480)Live load deflection criteria. S, *GIN - `s/0 Hanger Manufacturer:Simpson Strong-Tie,Inc. �c9 c ,P BC CALCe analysis is based on IBC 2018. 1 9271 PE.,,.y. Composite El value based on 3/4"thick OSB sheathing glued and nailed to member. } Design based on Dry Service Condition. OR GON /2 /23 Calcu'ations assume member is fully braced. 4. ,, 1 <",c�0yf5,tc O� User Notes '`�R,E`y K. 0\-- -Double 1 3/4"x 9 1/2"Versa-Lam 2.1E 2800 joist is structurally adequate to support the design loads RENEWS: 12/31/23 according to the information shown on this design report. -Loads and dimensions shall be verified by the projects design professional(s)of record -This certification is for a Boise Cascade individual building component only and not for the building system as a whole,The component design as shown on this report is based upon loadings and dimensions provided by others.Building designer is responsible fo'determining that the dimensiors and loads for each component match those required by the plans and by the actual end use of the component.Verification cf framing methods,bracing design,support conditions, curniectiuns,etc. is the responsibility of the building designer. Page 18 of 45 { Y ® sasd Double 13/4" X 9-1/2" VERSA-LAM® LVL 2.1E 2800 DF IPASSED] kgltYfM1CD NJOD Drt(KUC: J0317 120C DBL(Joist) BC CALC®Member Report Dry( 1 span I No cant. 112 OCS I Repetitive I Glued&nailed March 22,2021 21:46:10 Build 7883 Job name: Dartmouth Apartment File name: 2021_03_22_DartmouthApt_Tigard_OR Address 11990 SW 72nd Ave Description: City,State,Zip: Tigard,OR, 97223 Specifier: Froelich Consulting Engineers Customer: Designer: Ron Bull Code reports: ESR-1040 Company: Boise Cascade Connection Diagram: Full Length of Member 1-* d •- 4 • • • did °t C � '���� 71Ni ' 19 271 PE Ea minimum=2' c=5-1/2" OR GON i 2 /23 b minimum=2-1/2" d=24" Calculated Side Load=0.0 lb/ft K. K. Bolts are assumed to be Grade A307 or Grade 2 or higher. Connectors are: 1!2 in. Staggered Through Bolt RENEWS: 12/31/23 Disclosure Use of the Boise Cascade Software is subject to the:erms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engireeror other appropriate • expert to assure Ito adequacy,prior to anyone retying on such output as evidence cf suitahilityfor a particular application.The output here Is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered woud products must be in accordance with current Installation Guide an d applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALL®,B(:I-HAMERtr?),AJSTM ALLJOIST?,BC RIM BOARD TN,BCI®, BOISE GLULAMT",BC FloorVaue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 10 of 46 Boise Cascade Single 1-3/4" x 9-1/2" VERSA-LAM® LVL 2.1E 2800 DF PASSED MititltED WOO PRO KTS !PASSED J0317 160C (Rafter) BC CALC®Member Report Dry 12 spans I I cant. l 16 OCS l Repetitive l 0/12 March 22, 2021 21:46:10 Build 7883 Job name: Dartmouth Apartment File name: 2021_03_22_DartnouthApt_Tigard_OR Address: 11990 SW 72nd Ave Description: C ty,State,Zip: Tigard, OR,97223 Specifier: Froelich Consulting,Engireers Customer: Designer: Ron Bull Code reports: ESR-1040 Company: Boise Cascade <10 12 4 1 r 1" __ 1 4 1 . 1 1 1 1 1 1 1 Aca 03-06-00 13.01-00 B2 B3 Total Horizontal Product Length=16-07-00 Reaction Summary (Down / Uplift) (lbs) Bearing I ive Dead Snow Wind Roof Live B2, 3-1/2" 275/C 349/0 B3, 2'' 163/0 212/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tay Description Load Type Ref. Start End Lon. 100% 90% 115%D 150% 125% 1 Standard Load Unf.Area(Ibift2) L 00-00-00 16-C7-00 Top 20 25 01-04-00 Controls Summary Value %Allowahle Duration Case Location Pcs. Moment 1134 ft-lbs 15.0% 115% 8 10-04-01 Neg. Moment -523 ft-lbs 6.4% 125% 1 03-06-00 End Shear 318 lbs 8.7% 115% 8 15-07-08 Ccnt.Shear 361 lbs 10.0% 115% 9 04-05-04 Total Load Deflection L/1146(0.136") 20.9% n\a 8 10-02-03 Live Load Deflection L/999(0.079") n\a n\a 11 10-00-06 I otal Neg. Defl, 2xL/1998(-0.092") n\a n\a 8 00-00-00 Max Deft. 0.136" n\a n\a 8 10-02-03 Span/Dept] 16.4 %Allow %D Allow Bearing Supports Dim.(LxIN) Value Support Member Material B2 WalliPlate 3-1/2"x 1-3/4" 628 Ihs Ma 13.7% Unspecified B3 Hanger 2"x 1-3/4" 375 lbs n\a 14.3% Hanger Cautions For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes •<1,R�p PRore Design meets User specified (L/240)Total load deflection criteria. �C /c�G i N EF, O* Design meets User specified (U360)Live load deflection criteria. / 19271 PE Hanger Manufacturer:Simpson Strong-Tie, Inc. / .1� .7 BC CALC®analysis is based on IBC 2018. — oR coN /z /23 Design based on Dry Service Condition. Cantilevers require sheathed bottom flanges, blocking at cantilever support and closure at ends. `�F`.�'Y 15,\ cps Calculations assume member Is fully braced. ReY K. Q\', RENEWS: 12/31/23 Page 20 of 45 ®EoiseCascade' Single 1-314" x 9-1/2"VERSA-LAM® LVL 2.1E 2800 DF PASSED cWcrsm v ruoupr+coirr. J0317 160C (Rafter) BC CALL®Member Report Dry(2 spans I L cant.I 16 OCS I Repetitive(0 12 March 22,2021 21:46:10 Build 7883 Job name: Dartmouth Apartment File name: 2021_03 22 DarlmouthApt_Tigard_OR Address: 11990 SW 72nd Ave Description: City, State,Zip: Tigard,OR, 97223 Specifier: Froelich Consulting Engineers Custcmer: Designer: Ron Bull { Code reports: ESR-1040 Company: Boise Cascade User Notes -Cantilever extremely unstable during construction,follow temporary bracing requirements in Boise Ccocadc EWP Installation Guide during installation. -Plonking between joists required at bearing adjacent to cantilevered span. -Connections sha'I be designed by project's design professional of record to adequately transfer uplift down through the structure. -Direct attached soffit with structural panel required to be attached to underside of Joist in cantilever span. -Closure beard required at end of cantilever, perpendicular to joists. : Proper roof drainage must be designed by the project's design professional and maintained by the building owner. - 1 3/4"x 9 1/2"Versa-Lam 2.1E 2800 joist is structurally adequate to support the design loads 1°440 PROr. according tc the Information shown on this design report. �S�°\kG 1 N f�. `S�p -Loads and dimensions shall be verified by the project's design professional(s)of record. 4,V ,p �y -This certification is for a Boise Cascade indivirtrial huild ng component only and not for the building 1,927.1 PE.e system as a whole.The component design as shown on this report is based upon loadings and _ 1 dimensions provided by others.Building designer is responsible for determining that the dimensions 0R GON /2 /23 and loads for each component match these required by the plans and by the actual end use of the ✓ 1 component.Verification of framing methods bracing design,support conditions,connectons, etc.is �� Y 15 N9q 0_ the responsibility of the building designer. �'/f` �,� Rey K• RENEWS: 12/31/23 Disclosure Use of the Boise Cascade Software is subject to tie terms of the End User License Agreement(EUL.A). Completeness and accuracy of input must be reviewed and verified by a qua itied engineer or other appropriate export to assure its acequacy,prior to anyone relying on such output as evidence of suitability for a particular app icalion.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade any/leered wuod products must be n accordance with r.irrent Installat on Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALGO,13C t-RAMER®,AJST'' ALLJOISTO,BC RIM BOARDTM, BOISE GLULAMT",BC FloorValueO, VERSA-LAM®,VERSA-RIM PLUS®, Page 21 of 45 Boise Cascade' F'� Double 1-3/4" x 9-1/2" VERSA-LAM® LVL 2.1E 2800 DF I PASSED I EaQaon,mwoca cROc.c n J0318 120C DBL. (Joist) BC CALC®Member Report Dry I 1 span I Nn rant. 112 OCS I Repetitive I Glued&nailed March 22, 2021 21:46:10 Build 7883 Job name: Dartmou:h Apartment File name: 2021_03_22_DartmouthApt Tigard_CR Address: 11990 SW 72nd Ave Description: City,State,Zip: Tigard, OR,97223 Specifer: Froelich Consulting Engineers Customer: Designer: Ron Bull Code reports: ESR-1040 Company: Boise Cascade 1 1 1 1 1 1 1 1 1-__1____-1 1 1 1 1 1 1 1 1 4 T- 1 4 1 1 . 1 1 , 1 l 1 1 k B1 17-01-00 B2 Total Horizontal Product Length=17-01-00 Reaction Summary (Down / Uplift) (Ibs) bearing Live Dead Snow Wind Roof Live B1,2' 854/D 384/C 214/0 B2, 2' 854/3 384/C 214/0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf. Area(lb,+ft2) L 00-00-00 17-C1-00 Top 100 45 25 12 Controls Summary Value Allowable Duration Case Location Pcs, tvtoment 5161 ft-Ibs 39.4% 00% 1 08-06-08 End Shear 1100 lbs 17.4% 100% 1 00-11-08 Total Load Deflection L/426(0.476") 56.4% n\a 1 08-06-08 Live Load Deflection L/617(0.328") 77.8% Ma 4 08 06-08 Max Deft. 0.476" n\a n\a 1 08-06-08 Span/Depth 21.3 Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Hanger 2"x 3-1/2" 1239 lbs nta 23.6% Hanger B2 Hanger 2"x 3-1/2" 1239 lbs n\a 23.6% Hanger Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets User specified (L/480)Live load deflection criteria. p PRO Hanger Manufacturer:Simpson Strong-Tie,Inc '.�c-4 'f%s: BC CALC®analysis is based on 113G 2018. <a✓V`? ��G 1 NE I. /p Composite El value based on 3/4"thick OSB sheathing glued and nailed to member. { Design based on Dry Service Condition. /1g9231 PEA Calculations assume member is fully braced. ,�.`._ i✓`L... . (... ----- OR GON /2 /23 User Notes ��.✓Gy15 �9�1 �� -Double 1 3/4"x 9 1/2"Versa-Lam 2.1E 2800 joist is strLcturally adequate to support the design (cads '�/-19 K. ()\.S according to the information shown on this design report. -Loads and dimensions shall be verified by the project's design professional(s)of record. RENEWS: 12/31/23 -This certification is for a Boise Cascade individual building component only and not for the building system as a whole The component design as shown on this report is based upon loadings and dimensions provided by others.Building designer is responsible for determining that the dimensions and loads fo'each component match those required by the plans and by the actual end use of the component.Verification cf framing methods,bracing design,support conditions, connections,etc. is the responsibility of the building designer Page 22 of 45 Boisecascade - Double 1-3/4" x 9-1/2" VERSA-LAM® LVL 2.1E 2800 DF I PASSED J0318 120C DBL (Joist) BC CALC®Member Report Dry 11 span ( No cant. 112 OCS I Repetitive I Glued&nailed March 22,2021 21:46:10 Build 7883 Job name: Dartmouth Apartment File name: 2021 03 22 DartmoulhA?t Tigard OR Address: 11990 SW 72nc Ave Descriptioi: City, State,Zip: Tigard, OR, 97223 Specifier: Froelich Consulting Engineers Customer: Designer: Ror Bull Code reports: ESR-1040 Company: Boise Cascade Connection Diagram: Full Length of Member b_r 4 • --t--• • iv A PR0"es (0?4-G et;tit., d 1927/1 PE r- em a minimum=2' c=5-1/2' 0�""ON /2 j23 b minimum=2-1/2" d=24" `?'\ 015,'�'�1 o -CK�S Calculated Side Load-0.0 lb/ft Bolts are assumed to be Grade A307 or Grade 2 cr higher. RENEWS: 12/31/23 Connectors are: 1/2 in. Staggered Through Bolt Disclosure Jse of:he Boise Cascade Software is subect to the terms of the End User License Agreement(EULA). nnmplPtenPss and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular applica:ion.The output here is based on building code-accepted design aropert es and analysis methods. Installation of Boise Cascade engineered wood aroducts must be in accordance with current Installation Guide and applicable building cedes.To obtain Installation Guide or ask questions,please call(OCO)2'J2-078a infore installation. BC CALC®,BC FRAMER®,AJSTM', ALLJOISTO,BC RIM BOARD1",BCI®, BOISE GLULAM'll,BC FloarValue® VERSA-LAMS,VERSA-RIM PLUS®, Page 23 of 45 W . BaseCascada' - Single 1-3/4" x 9-1/2" VERSA-LAM® LVL 2.1E 2800 DF I PASSED) :NGIfftiF sca PC10V[i3 J0318 160C (Rafter) RC CAI CtR Member Raaort Dy 12 spans I L cant. 116 OCS I Repetitive I G/12 March 22,2021 21:46:10 Build 7883 Job name: Dartmou:h Apartment File name: 2021_03_22_DartmouthApt_TiCard_OR Address: 11990 SW 72nd Ave Description: City,State,Zip: Ticard, OR,97223 Specifier: Froelich Consulting Engineers Customer: Designer: Ron BJII Code reports: ESR-1040 Company. Boise Cascade -. _io 12 1 1 -1 1 1 1 1 l l 1 1 1 1 1 1 1 1 l 1 1 1 1 1 1 1 1 1 1 1 i 1 �, — — A ,1, 01-0840 12-08-CO B2 B3 Total Horizontal Product Length-17-04-00 Reaction Summary (Down /Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B2, 3-1/2" 315/0 394/0 B3, 2" 147/0 198/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 9U% 115% 160% 125% 1 Standard Load Jnf. Area(Ib,ft') L 00-00-00 17-04-00 Too 20 25 01-04-00 Controls Summary Value %Allowable Duration Case Location Pcs. Moment 959 ft-lbs 12.7% 115% 8 11-07-04 Neg. Moment -835 ft-lbs 10.2% 125% 1 04-08-00 End Shear 288 lbs 7.9% 115% 8 16-04-08 Cont.Shear 373 lbs 10.3% 115% 9 05-07-04 Total Load Deflection L/999(0.105") n\a n\a 8 11-01-11 Live Load Deflection 2x_/1998(0.097") n\a n\a 13 03-03-00 Total Neg. Defl 201998(-0.07") n\a n\a 8 03-0,3-00 Max Defl. 0.105' n\a r\a 8 11-01-11 Span/Depth 15.9 %Allow %Allow Bearing Supports Dirn.(LxW) Value Support Member Material R2 WaliiPlPta. 3-1/2"x 1-3/4" 7C9 lbs n\a 15.4% Unspecified B3 Hanger 2"x 1-3/4" 346 lbs n\a 13.2% Hanger Cautions Long Cantilever: Sheathing required on bottom flange and adjacert back span or bracing designed by the design professional of record. Design professions of record must address uplift at supports. For roof members with slope(1/4)/12 or less final design must ensure that ponding instability wdl not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Srow surcharge �RE� pRof£,S load. �y *G i N£fir-�S/D Notes 19 2 7.1 Ply. Design meets User specified (L/240)Total load deflection criteria. OREGON N~ Design meets Code minimum (2xL/240)Live load deflection criteria. 1 /2 (23 Hanger Manutacturer:Simpson Strong-Tie, Inc. ' 'Y 15 1°ie' O= BC CALCRU analysis is based on IBC 2018. '�F ' S Design based on Dry Service Cunditicn. �~ Jtom, K O~ Cantilevers require sheathed bottom flanges,blocking at cantilever support and closure at ends. RENEWS: 12/31/23 Ca'culations assume member is fu'1y braced. Page 24 of 45 adseCascade Single 1-3/4" x 9-1/2"VERSA-LAM® LVL 2.1E 2800 DF PASSED 4 LJCWCWIM 0MOO= J0318 160C (Rafter) BC CALC®Member Report Dry(2 spans I L cant. 1 16 OCS I Repetitive 10/12 March 22,2021 21:46:10 Build 7883 Job name: Dartmouth Apartment File name 2021_03_22_DartrrouthApt_Tigard_OR Address 11990 SW 72nd Ave Description: City,State,Zip. Tigard, OR, 97223 Specifier: Froelich Consulting Engineers Customer: Designer: Ron Bull Code reports: ESR-1040 Company: Boise Cascade User Notes -Cantilever extremely unstable during construction, follow temporary bracing requirements in Boise Cascade EWP Installation Guide during installation. -Blocking between joists rear tired at hearing adjacent to cantilevered span. -Connections shall be designed by project's design professional of record to adequately transfer uplift down through tie structure. -Direct attached soffit with structural panel required to be attached to underside of joist in cantilever span. Closure board requi-ed at end of cantilever,perpendicular to joists. : Proper roof drainage must be designed by the project's design professional and maintained by the building owner. -1 3/4"x 9 1/2"Versa-Lam 2.1E 2800 joist is structurally adequate to support the design loads according to the information shown on this desgn report ,iskt0 PROp'- -Loads and dimensions shall be verified by the project's design professional(s)of record. -This certification is for a Boise Cascade individual building component only and not for the hu Iding system as a whole.The component design as shown on this report is based upon loadings and r dimensions provided by others. Building designer is responsible for determining that the dimensions /�i 1,g 271 PE and loads for each component match those required by the plans and by the actual end use of the „el_ .. • L-1 "^-- component.Verification of framing methods, bracing design, support conditions, connections,etc.is OREGON t /2 /23 the responsibility of the building designer. ✓ 0�1 RENEWS: 12/31/23 Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output hare Is based on building code-accepted design ' properties and analysis methods. Installation of Boise Cascade engineered wood products must be in • accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(600)232-0788 before nstalla:ion BC CALC®,BC FRAMER(e) ALLJOIST®,BC RIM BOARDTm,BCIG BOISE GLULAMT",BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 25 of 45 ®solseCascace' ® Single 1-3/4" x 9-112" VERSA-LAM® LVL 2.1E 2800 DF I PASSED I EMtkItIRCIMPOO MOM IS J0319 160C (Rafter) BC CALC®Member Repnrt Dry 12 spans I L cant. 116 DCS (Repet'tive 10/12 March 22, 2021 21:46:10 Build 7883 Job name: Dartmouth Apartment File name: 2021_03_22_DartrnouthApt_Tigard_OR Address: 11990 SW 72nd Ave Description: City,State,Zip: Tigard, OR,97222 Specifier: Froelich Consulting Engineers Customer: Designer: Ron Bull Code reports: ESR-1040 Company: Boise Cascade 0 12 t l l 1 1 1 1 1 1 l l l 1 1_ _ l 1 t 1 . 1 l 1 . 1 1 1 1 l 1 l l ! l l 04-00-00 14 06-00 82 B3 Total Horizontal Product Length=18-06-00 Reaction Summary (Down / Uplift) (lbs) Rearing Live Dead Snow Wind Roof Live 82, 3-1/2" 313/0 392/0 B3,2" 180/C 234/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 100% 120% 1 Standard Load Unf.Area(Ib/ft2) L 00-00-00 10-06-00 Top 20 25 01-04-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 1386 ft-lbs 18.4% 115% 8 11-06-C9 Neg. Moment -652 ft-lbs 8.0% 125% 1 04-00-00 End Shear 357 lbs 9.8% '15% 8 17-06-08 Cont.Shear 409 lbs 11.3% 115% 9 04-11-04 Total Load Deflection L/857(0.202") 28.0% n\a 8 11-04-11 Live Load Deflection L/999(0.117") n\a n\a 11 11-02-14 Total Neg. Defl. 2xL/683;-0.14") 26.3% n\a 8 00-00-00 Max Dell. 0.202" n\a n\a 8 11-04-11 Span/Depth 18.2 Allow %<Allow Bearing Supports Dim.(LxW) Value Support Member Material B2 WalllPlate 3-1/2"x 1-3/4" 705 lhs n"a 15.4% Unspecified B3 Hanger 2"x 1-3/4" 414 lbs n1a 15.8% Hanger Cautions For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-or-Snow surcharge load. ��RFso ROpt Notes �e3 ``,G1N fF'' � Design meets Use'specified (L/240)Total load deflection criteria. 19271 PE '� Design meets User specified (U360)Live load deflection criteria. �.` �-- t Hanger Manufacturer:Simpson Strong-Tie, Inc. 1 OR GUNS /2 /23 BC CALC®analysis is based on IBC 2018. vt� 4'r J 5 1°5� �_ Design based on Dry Service Condition. ,r �� Cantilevers require sheathed bottom flanges, blocking at cantilever support and closure at ends. R K. G Calculations assume member is fully braced. RENEWS: 12/31/23 Page 26 of 45 Boise cascade � Single 1-3/4" x 9-1/2"VERSA-LAM® LVL 2.1E 2800 DF PASSED Rce Eo t WOW WO -, J0319 160C (Rafter) BC CALO®Member Report Dry J 2 spars IL cant. ' 16 OCS I Repetitive 10/12 March 22,2021 21:46:10 Build 7883 Jcb rarre: Dartmouth Apartment File name: 2021_03_22_DertmouthApt_Tigard_OR Address: 11990 SW 72nd Ave Description: City, State,Zip: Tigard,OR,97223 Specifier: Froelich Consulting Engineers Customer: Designer: Ron Bull Code reports: ESR-1040 Company: Boise Cascade User Notes -Cantilever extremely unstable during currstruution, follow temporary bracing requirements in Boise Cascade EWP Installation Guido during installations. -Blocking between joists required at hearing adjacent to cantilevered span. -Connections shall be designed by project's design professional of record to adequately transfer uplift dcwn through the structure. -Direct attached soffit with structural panel-equired to be attached to underside of joist in cantilever span. -Closure board required at end of cantilever, perpendicular to joists. : Proper rod drainage must be designed by the project's design professional and maintained by the building owner. - 1 3/4"x 9 1/2'Versa-Lam 2.1E 2800 joist is structurally adequate to support the design loads according to the Information shown on this design report. -Loads and dimensions shall be verified by the project's design professional(s)of record. �in PROp- -This certification is for a Boise Cascade individual building compnnent only and not for the building ti % s system as a whole.The component design as shown on this report is based upon loadings and we 00 I N F dimensions provided by others. Building designer is responsible for determining that the dimensions r and loads for each component match those required by the plans and by the actual end use of the 19271 P . component.Verification of framinc methods, bracing design,support conditions,connections,etc.is t t------ the responsibility of the building designer. OR GON /2 /23 t;itY K. p\, RENEWS: 12/31/23 Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(LULA). Completeness and accuracy of inpt.t must be reviewed and verified by a qualified engineer or other appropriate expert to asaurc its edcgjacy,prior to anyone relyinc on such output as evidence of suitability for a particular application.The output here is based o1 building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must tie in accordance with current Installation Guide and applicable building codes.To obtain Installation Gu de or ask questions,please call(800)232-0788 before installation. BC CALM,BC FRAMERO AJS ALLJOIST€,BC RIM BOARDT",BCI®, BOISE GLULAMT",BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 27 of 45 (i)Boise Cascade' Ili Single 1-3/4" x 9-112" VERSA-LAMS LVL 2.1E 2800 OF ( PASSED l v tl7WOWFROMM J0320 160C (Rafter) BC CALC®Member Report Dry 12 spans I I ran`. 116 OCS i Repetitive i 0/12 March 22,2021 21:46:10 Build 7883 Job name: Dartmouth Apartment File name: 2021_03_22_DartmouthApt_Tigard_CR Address: 11990 SW 72nd Ave Description: City,State,Zip: Tigard, OR,97223 Specifier: Froelich Consulting Engineers Customer: Designer: Ron Bull Code reports: ESR-1040 Company. Boise Cascade /1 o 12 1 .. .___1 Li: : 1 1 . 1 i 04-0500 14-11-00 B2 B3 Total Horizontal Product Length=10-04-00 Reaction Summary (Down / Uplift) (Ibs) Bearing t.ive Dead Snow Wind Roof Live B2, 3-1/2" 333/0 416/0 83, 2" 183/0 239/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load tint.Area(Iblft2) L 00-00-00 19-04-CO Top 20 25 01-04-00 Controls Summary Value o Allowable Duration Case Location Pos. Moment 1441 ft-lbs 19.1% 115% 8 12-03-14 Neg. Moment -765 ft-lbs 9.3% 125% 1 04-05-00 End Shear 365 lbs 10.0% 115% 8 18-04-08 1 Cont.Shear 428 lbs 11.8% 115% 9 05-04-04 Total Load Deflection L/807(0.22") 29.8% Ma 8 12-00-03 Live Load Deflection L/1379(0.129") 26.1% Ma 11 11-10-06 ! l otal Neg. Dell. 2xL/670(-0.158") 26.9% Ma 8 0D-00-00 Max Defl. 0,22" Ma Ma 8 12-0J-03 Span/Deptti 18 7 %Allow %Allow Bearing Supports Dim.(Lx1A) Value Support Member Material B2 Wall/Plate 3-1/2"x 1-3/4" 749 Ihs Ma 16 3% Unspecified B3 Hanger 2"x 1-3/4" 422 lbs Ma 16.1% Hanger Cautions For roof members with slope(1/4)/12 or less final design must ensure that ponding instability will not occur. �_——--�� For roof members with slope(1!2)/12 or less final design must accourt fcr Rain-on-Snow surcharge `4,�F-0 PR©pe, load. Ica <aG I N rep`kr/% 19 2 7.1 P Et,a, Notes A.,_ / ) Design meets User specified (L/24D)Total load deflection criteria. ORIG �ON Design meets User specified(L1360)Live load deflection criteria. /2 /2� Hanger Manufacturer:Simpson Strong-Tie, Inc. r 1 cy BC CALC®analysis is based on IBC 2018. vF��R 15 1 a"- Design based on Dry Service Condition. tY K. Cantilevers require sheathed bottom flanges, blocking at cantilever support and closure at ends. RENEWS: 12/31/23 Calculations assume member Is fully braced. Page 28 of 45 1111001111101111111116 • ®SoisCa5cadeSingle 1-3/4" x 9-1/2" VERSA-LAM@ LVL 2.1E 2800 DF [PASSED I GIMUCClC0mxPf*DVM3 J0320 160C (Rafter) BC CALC©Member Report Dry 12 spans I cant.116 OCS I Repetitive 10/12 March 22,2021 21:46:10 Build 7883 Job name: Dartmouth Apartment File name: 2021_03_22_DartmouthApt_Tigard_OR Address: 11990 SW 72nd Ave Description: City, State,Zip: Tigard,OR, 97223 Specifier: Froelich Consulting Engineers Customer: Designer: Ikon Bull Code reports: ESR-1040 Company: Boise Cascade User Notes -Cantilever extremely unstable during construction,follow temporary bracing requirements in Boise Cascade EWP Installation Guide during installation. -Blocking between joists required at bearing adjacent to cantilevered span. -Connections shall be designed by project's design profess onal of record to adequately transfer uplift down through the structure. -Direct attached soffit with structural parel required to be attacied to underside of joist in canti ever span. -Closure boarc required at end of cantilever, perpendicular to joists. : Proper roof drainage must he designed by the project's design professional and maintained by the building owner. G - 1 3/4"x 9 1/2"Versa-Lam 2.1E 2800 joist is structurally adequate to support the design loads according to the information shown on this design report. -Loads and dimersions shall be verified by the project's desigr professional(s)of record. This certification is for a Boise Cascade individual build ng component only and rot for the building system as a whole.The component design as shown on this report is based upon loadings and dimensions provided by others.Building designer is responsible for determining that the dimensions and loads fcr each component match these required by the plans and by the actual end use of the component.Verification of framing methods bracing design,support conditions, connectons, etc.Is the responsibility of the building designer. R0D PROtt Ss cc'�G' *GINfF� l� 1271P `f OR GON /2 /23 F,c 4r 15, Pi? Fy K. 0\' RENEWS: 12/31/23 Disclosure Use of the Boise Cascade Software is subect to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate sxpiart to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application. I he output here is based on building code accepted design properties and analysis methods. installation of Boise Cascade engineerec wcod Products must be In accordance with current Installation Guide and applicable building cedes.To obtain Installation Guide or ask yuestiuis,please call(8C0)232-0783 before installation BC CALC®,BC FRAMER®,AJST"', ALLJOISTO ,DC RIM BOARD*",BCI®, BOISE GLULAMT".BC FloorValue®, VERSA:LAM®,VERSA-RIM PLUS®, Page 29 of 45 ,rr genie Cascade' i Single 1-3/4" x 9-1/2"VERSA-LAM® LVL 2.1E 2800 DF PASSED e J0321 160C (Rafter) RC CALCa'Member Report Dry 12 spans (L cant. 116 OCS I Repetitive 10/12 March 22,2021 21:46:10 Build 7883 Job name: Dartmouth Apartment File name- 2021_03_22^DartmouthApt_Tigard_CR Address: 11990 SW 72nd Ave Description: City,State,Zip: Ticard, OR,97223 Specifier: Froelich Consulting Engineers Customer: Designer: Ron Bill Code reports: ESR-1040 Company: Boise Cascade 10 12 (_l I l l I l 4 1 1 1 1 1 1 1 1 l 4^1 1 44 1 1 1 44 44 1 1 A 04-07-C4 17-02-00 B2 B3 Total Horizontal Product Length=21-09-04 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B2, 3-1/2" 367/0 459/0 132, 2" 214/0 277/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Net. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf. Area(Ib/ft") L 00-00-00 21-09-04 Top 20 25 01-04-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 1960 ft-lbs 26.0% 115% 8 13-07-10 Neg. Moment -817 ft-lbs 10.0% 125% 1 04-07-04 End Shear 434 lbs 11.9% 115% 8 23-09-12 Cont.Shear 493 lbs 13.6% 115% 9 05-06-08 Total Load Deflect on L/518(0.395") 46.3% r\a 8 13-03-15 Live Load Deflection L/894(0.229") 40.3% n\a 11 13-02-02 Total Neg. Defl. 2xL/399(-0.277") 45.2% n\a 8 00-00-00 Max Uetl. 0.395' n\a nla 8 13-03-15 Span I Depth 21.6 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material 1712 WalliPlate 3-1/2"x 1-3M" 825 lbs n\a 18.0% Unspecified B3 Hanger 2"x 1-3/4" 491 lbs n\a 1R.7% Hanger Cautions For roof members with slope (1/4)/12 or less final design must ensure that ponding instability will not occur. For roof members with slope(1/2)/12 or less final design must accourt for Rain-on-Snow surcharge load. c,Lo PROF£�� .cU Es�p Notes � c„,- FL Design meets User speci lee (L/240)Total load deflection criteria. 1927.1 P Design meets User speci-led (L/360)Live load deflection criteria. .e:. i°�_ '� ,. - Hanger Manufacturer:Simpson Strong-Te, Inc. j OREGON /2 /23 BC CALM analysis is based on IBC 2018. `' ✓1 191 O v ll g Design based on Dry Service Condition. �.�`�_ f S� O'cj Cantilevers require sheathec bottom flanges, blocking at cantilever support and closure at ends. N'1\i'�_ K. Calculations assume member is fully braced. RENEWS: 12/31/23 Page 30 of 45 O Boise Cascade' Single 1-3/4" x 9-1/2" VERSA-LAMU LVL 2.1E 2800 DF PASSED 'I► am�r.Aro nowr�etwcu J0321 160C (Rafter) BC CALC©Member Report Dry 12 spans I I_cant. 116 OCS I Repetitive 10;12 March 22,2021 21:46:10 Build 7883 Job name: Dartmouth Apartment File name: 2021_03_22_DartmouthApt_Tigard_OR Address: 11990 SW 72nd Ave Description: Ci:y,State,Zip. Tigard, OR,97223 Specifier: Froelich Consulting Engineers Customer: Designer: Non Bull Code reports: ESR-1040 Company: Boise Cascade User Notes -Cantilever extremely unstable during construction,follow temporary bracing requirements in Boise Cascade CWP installation Guide during installation. -Blocking between joists required at bearing adjacent to cantilevered span. -Connections shall be designed by project's design professional of record to adequately transfer uplift down through the structure. -Direct attached soffit with structural panel required to be attached to underside of joist in cantilever span. -Closure board required at and of cantilever, perpendicular to joists. Proper roof drainage mist he designed by the project's design professional and maintained by the ��ED PROF�t's, building owner. �< � £F� G 1 N S�o -1 3/4' x 9 1/2"Versa-Lam 2.1E 2800 jest is structurally adequate to support the design loads �C� c, t, according to the information shown on this design report. 97 P f f -Loads and dimensions shall be verified by the project's design professional(s)of record. t j -This certification is for a Boise Cascade individual build ng component only and not for the building .c.` system as a whole.The component design as shown on this report is based upon loadings and ORt(i0N /2 /23 dimensions provided by others.Building designer is responsible for determining that the dimensions ✓G 9 ' and loads for each component match those required by the plans and by the actual end use of the <>..l y 15,1q component.Verification of framing methods bracing design,support conditions,connections,etc.is Ary K. 0`- the responsibility of the building designer. { RENEWS: 12/31/23 Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other apprcpriate expert to assu-e its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installa:ion of Boise Cascade engineered wood products must be In accordance with current Installation Guide and applicable building ccdes.To obtain Installation Guide or ask questions,please call(800)232-0783 before installation BC CALC®,BC FRAMER®,AJS", ALLJOIST©,BC RIM DOARDT"',DCI0, BOISE GLULAM".EC FloorValue® VERSA.-LAM®,VERSA-RIM PLUS®, Page 31 of 45 , ®Bol5eCcade' Single 1-3/4" x 9-112" VERSA-LAM® LVL 2.1E 2800 DF PASSED txcwmwmoom... J0322 160C (Rafter) RC CALCf'i Member Report Dry 12 spans I L cant. 116 OCS I Repetitive 10/12 March 22,2021 21:46.10 Build 7883 Job name: Dartmouth Apartment File name: 2021_03_22_DartmouthApt_Tigard_OR Address: 11990 SW 72nd Ave Description: City,State,Zip: Tigard, OR,97223 Specifier: Froelich Consulting Engireers Customer: Designer: Ron Bull Code reports: ESR-1040 Company Boise Cascade 12 . 1 i, 4 l _3 l l 1 1 1 l 1 1 1 1 1 1 1 1 4 1 1 1 1 1 1 1 1 l 1 1 1 1 A . k 04-07-C4 17-02.0C B2 B3 Total Horizontal Product Length=21-09-04 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B2.3-1/2" 367/0 459/0 B3,2" 214/0 277/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Het. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf. Area(lb;ft') L 00-00-00 21-09-C4 Top 20 25 01-04-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 1960 ft-lbs 26.0% 115% 8 13-07-10 Neg. Moment -817 ft-lbs 10.0% 125% 1 04-07-04 End Shear 434 lbs 11.9% 115% 8 20-09-12 Cent.Shear 493 lbs 13.6% 115% 9 05-06-08 Total Load Deflection L/518(0.395") 46.3% n1a 8 13-03-15 Live Load Deflection L/894(0.229") 40.3% Ma 11 13-02-02 Total Neg. Defl. 2xL/399(-0.277") 45.2% ria 8 03-00-00 Max Uetl. 0.395' n1a r1a 8 13-03-15 Span/Depth 21,6 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material A? WalliPlate 3-1/2"x 1-3/4" 825 lbs n1a 18.0% Unspecified B3 Hanger 2"x 1-3/4" 491 lbs n1a 18,7% Hanger Cautions For roof members with slope(114)/12 or less final design must ensure that pending instability w II not ��5t0 PRor occur. lD For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge 4.4 c I N E�r,p A_ load, y 1927.1P 1- Notes REGON _.- Design meets User specified(L/240)Total load deflection crteria. ✓ j2 !23 Design meets User specified(L/360)Live load deflection criteria. �c-e�4 r 15,_ : . Hanger Manufacturer:Simpson Strong-Tie, Inc. IT(y K. 0�- BC CALL®analysis is based on IBC 2018. Design based on Dry Service Conditicn. RENEWS: 12 j31 j23 Cantilevers require sheathed bottom flanges, blocking at cantilever support and closure at ends. Calculations assume member is fully braced. Page 32 of 45 ®Bc4seCascacW •--- Single 1-3/4" x 9-1/2" VERSA-LAM® LVL 2.1E 2800 DF PASSED, o �r Betz J0322 160C (Rafter) BC CALCO Member Report Dry 12 spans I L cant. 116 OCS I Repetitive I 0i12 March 22,2021 21:46:10 Build 7883 Job name: Dartmouth Apartment File name: 2021_03_22_DartmouthApt_Tigard_,OR Address: 11990 SW 72nd Ave Description: City, State,Zip Tigard, OR, 97223 Specifier: Froelich Consulting Engineers Customer: Designer: Ron Bull Code reports: ES<-1040 Company: Boise Cascade User Notes -Cantilever extremely unstable during construction,follow temporary bracing requirements in Boise Cascade EWr'Installation Guide during installation. -Blocking between joists required at bearing adjacent to cantilevered span_ -Connections shall be designed by project's design professional of record to adequately transfer uplift down through tie structure. -Direct attached soffit with structural panel required to be attached to underside of joist in cantilever span. -Closure board required at end of cantilever,perpendicular to joists. : Proper roof drainage must be designed by the project's design professional and maintained by the building owner. (c-0 PROp- -1 3/4"x 9 1/2'Versa-Lam 2.1E 2800 jo st is structurally adequate to support the design loads aC,l N F f S�0 according to the information shown on this design report. 444 '1) -Loads and dimensions shall be verifed by the project's design professional(s)of record, 1927,1 PEtr r -This certification is for a Boise Cascade individual building component only and rot for the building j system as a whole.The component design as shown on this report is based upon loadings and = g } dimensions provided by others.Building designer is responsible for determining that the dimensions t OREGON /2 /23 and loads for each component match those required by the plans and by the actual end use of the v 99 O. component.Verification of framing methods, bracing design, support conditions, connections,etc.is F,c�� 15, the responsibility of the building designer. 14t' K. e'" RENEWS: 12/31/23 Disclosure Use of the Boise Cascade Software is subject to the Terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design oroperfes and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable bui ding cedes.To obtain Installation Guide or ask questions,please call(800)232-070B 'afore installation. SC CALC®,BC FRAMER®,AJSTM, ALLJOISTO,BC RIM BOARDTh,BCIO BOISE GLIJLAMTM,EC FloorValue© VERSA-LAM®,VERSA-RIM PLUS®, Page 33 of 45 ®BoiseCascade' E— Single 1-3/4" x 9-1/2" VERSA-LAM® LVL 2.1E 2800 DF PASSED ENGINEERED WOOD MMUS J0324 160C (Rafter) BC CAI DR Member Repor. Dry 12 spans I L cant. 116 OCS I Repetitive 10/12 March 22, 2021 21:46:10 Build 7883 Job rarre: Dartmouth Apartment rile name: 2021_03_22_DartmniithApt_Tigard_oR Address: 11990 SW 72nd Ave Description: City, State,Zip: Tigard, OR,97223 Specifier: Froelich Consulting Engineers Customer: Desigrer: Ron Bull Code reports: ESR-1040 Company. Boise Cascade _. 10 12 l $ l 1 __1_ $ 1 1 1 $—i l l l l l t l 1 1 1 4 -.1 1 4 4 1 l 1 1 1 1 1 1 04-e8.00 18-06.00 B2 B3 Total Horizontal Product Length=23-02-00 Reaction Summary (Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B2, 3-1/2" 386/0 432!0 83, 2" 232/0 300 10 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf,Area(Ibift') L 00-00-00 23-02-00 Top 23 25 01-04-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 2307 rt-lbs 30.6% 115% 8 14-02-09 Neg. Moment -835 ft-lbs 10.2% 125% 1 04-03-03 End Shear 475 lbs 13.1% 115% 8 22-02-08 Cont.Shear 531 lbs 14.6% 115% 9 05-07-04 Total Load Deflection L/409(0.54") 58.7% n\a 8 13-10-14 Live Load Deflection L/709(0.311") 50.7% n\a 11 13 10 14 Total Neg. Defl. 2xL/304(-0.36E") 59.2% n\a 8 00-00-00 Max Defl, 0.b4" n\a n\a 8 13-10-14 Span!Depth 23.2 %Allow D Allow Bearing Supports Dim.(LxW) Value Support Member Material B2 Wall/Plate 3-1'2"x 1-3/k" 867 lbs n\a 18.9% Unspecified B3 Hancer 2"x 1-3/4' 532 lbs n\a 20.3% Harmer Cautions For roof members with slope(114)/12 or less final cosign must ensure that ponding instability will not occur. For roof members with slope(112)/12 or less final cesign must account for Rain-on-Snow surcharge load. Notes Design meets User specified(L1240)Total load defectior criteria. ,`t‘4�9 PRoFtrr.3, Design meets User specified(L1360)Live load deflection criteria. ‘,‘G 1 N£�r /O Hanger Wanufacturer:Simpson Strong-Tie, Inc. ``' 4' BC CALCO analysis is based on IBC 2018. 1927.1 PEA 'r Design based on Dry Service Condition. .'_ 'µ� t Cantilevers require sheathed bottom flanges, blocking at cartilever support and closure at ends. ,3 OR GON /2 /23 Calculations assume member is fully Graced. ce ✓GAY 15,\9t� O� � K. O RENEWS: 12/31/23 Page 34 of 45 liaise Cascade' lam— Single 1-3/4" x 9-1/2" VERSA-LAM® LVL 2.1E 2800 DF f PASSED l J0324 160C (Rafter) BC CALC n Member Report Dry 12 spans IL cant. 116 OCS l Repetitive j 0112 March 22,2021 21:46:10 Build 7883 Job name: Dartmouth Apartment File name' 2021_03_22_DartrrouthAot Tigard_OR Address 11990 SW 72nd Ave Description: City,State,Zip: Tigard, OR,97223 Specifier: Froelich Consulting Engineers Customer: Designer: Ron Bull Code reports: ESR-1040 Company: Boise Cascade User Notes -Cantilever extremely unstable during construction,follow temporary bracing requirements rr Boise Cascade EWP Installation Guide during nstallation. -Blocking between joists required at bearing adjacent to rantieeve-ed span. -Connections shall be designed by project's design professional of record to adequately transfer uplift down through the structure. -Direct attached soffit with structural oanel required to be attached to underside of joist in cantilever span. Closure board required at end of cantilever, perpendicular to joists. :Proper roof drainage must be designed by the project's design professional and mainta ned by the building owner. -1 3/4"x 9 1/2"Versa-Lam 2.1E 2800 joist is structurally adequate to support the design loads %gyp PROF- according to the information shown on this design report 1- s�/ N�F -Loads and dimensions shall be verified by the project's design professional(s)of record. VZ *G ,p 0 -This certification is for a Boise Cascade individual building component only and not for the building system as a whole.The component design as shown on this report is based upon loadings and 1927.1PE , . , •:. dimensions provided by others. Building designer is responsible for determining that the dimensions i. � ----- and loads for each component match those recuired by the plans and by the actual end use of the { ORLGON /2 /23 component.Verification of frarring methods, bracing design,support corditions,connections,etc.is v F"'G �� the responsibility of the building designer. es. �)15,`9 43 '.RFy K. Ci - RENEWS: 12/31/23 Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Aureement(EULA). Completeness and arcnrary of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application. Ire output here is based on building code accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable bui ding codes.To obtain Installation Guide or ask questions,please call(800)232-0788 Wore installa'inn BC CALC®,BC FRAMER®,AJST", ALLJOIST®,DC RIW BOARDT",B.^,l', BOISE GLJLAMT",EC Floo-Value® VERSA-LAM®,VERSA-RIM PLUS®, Page 35 of 45 ............... „„, .a.r..n•eayr rea .•v aare t } F.., .... .: . . ....... ✓ra.u u s U H sta.F. bl edJuuduaitiiilNsluAuii.f:tiMttHfFlaSi:J:.. ®8olseCascab' Mt Double 1-3/4" x 9-1/2" VERSA-LAM®LVL 2.1E 2800 DF [PASSED I J0325 160C (Rafter) BC CAI CR,Member Report Dry 12 spans I L cant. 1 16 OCS I Repetitive 10/12 March 22,2021 21-46:10 Build 7883 Job name: Dartmouth Apartment File name: 2021_03_22_Dartmnid Ant_Tirarr OR Address: 1199C SW 72nd Ave Description: City,State,Zip: Tigard, CR,97223 Specifier: Froelich Consulting Ergineers Customer: Designer: Ron Bull Code reports: ESR-'040 Company: Boise Cascade �0 12 1 . 4 1 4 1 1 1 1 1 1 1 4 1 4 1 1 1 1 4 -1— 4 4 1 1 1 1 1 4 1 1 1 1 it — ;k 04-10,00 19 09.00 A B2 B3 Total Horizontal Product Length=24-07-00 Reaction Summary (Down I Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B2,3-1/2" 407/0 508!0 B3,2' 249/0 321 !0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(lbift') L 00-00-00 24-07-00 Top 20 25 01-04-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 2647 ft-lbs 17.6% 115% 8 15-00-01 Neg. Moment -882 ft-lbs 5.4% 125% 1 04-10-00 End Shear 512 lbs 7.1% 115% 8 23-07-08 Cont.Shear 569 lbs 7.8% 115% 9 05-03-04 Total Load Deflection L/669(0.352") 35.9% n\a 8 14-08-06 Live Load Deflection L/1164(0.203") 30.9% n\a 11 14-08-06 To:al Neg. Deft, 2xL/490(-0.237") 36.8% n\a 8 00-00-00 Max Deft 0.352' n\a n\a 8 14-08-06 Span!Depth 24.8 Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B? Wall/Plate 3-1/2"x 3-1/2" 915 lbs n\a 10.0% Unspecified B3 Hanger 2"x 3-1/2" 570 lbs Ma 10.9% Hanger Cautions For roof members with slope(1/4)/12 or less final design must ensure that poneing instability will not occur. For roof members with slope(112)/12 or less final design must account for Rain-on-Snow surcharge load. I Notes �ct4E�QF£SS Design meets User specifed(L1240)Total lead deflection criteria. ��,� ���l NFL f�� Design meets User specified(L1360)Live load deflection criteria. 9t. Hanger Manufacturer:Simpson Strong-Tie, Inc. 1927.1 PE BC CALC©analysis is based on IBC 2018. - CJ "�- Design based on Dry Service Condition. OREGON /2 123 1 Cantilevers require sheathed bottom flanges,blocking at cantilever support and closure at ends. 9 v Y , °� Calculations assume member is fullybraced. F.�/.. 1j 5 4)/1' K. °`" RENEWS: 12/31/23 Page 36 of 45 (11►)seise Cascade' WS Double 1-3/4" x 9-1/2"VERSA-LAME LVL 2.1E 2800 DF PASSED MOMWOWS J0325 160C (Rafter) BC CALC®Member Report Dry j 2 spans I L cant j 16 OCS I Repetitive j 0;12 March 22,2021 21:46:10 Build 7883 Job name: Dartmouth Apartment File name: 2021_03_22_DartrrouthAot_Tigard_OR Address' 11990 SW 72nd Ave Description: City, State, Zip. Tigard,OR, 97223 Specifier: Froelich Consulting Engineers Customer: Designer: Ron Bull Code reports: ESR-1040 Company: Boise Cascade User Notes -Cantilever extremely unstable during construction,follow temporary bracing requirements In Boise Cascade EWP Installation Guide during installation. -Blocking between joists required at bearing adjacent to cantilevered span_ -Connections shall be designed by project's design professional of record to adequately transfer uplift down through tie structure. -Direct attached soffit with structural panel required to be attached to underside of joist in cantilever span. -Closure board required at and of cantilever, porpondicular to joists. Proper roof drainage must he designed by the project's design professional and maintained by the building owner. -Double 1 3/4"x g 1/2"Versa-Lam 2.1E 2800 joist is structural y adequate to support the design loads according to the information shown on this design report. RED PROFF -Loads and dir skirls shall be verifed by the project's design professional(s)of record. -ttc. This certification is for a Boise Cascade individual building component only and rot for the building �<- �'�G 1 N£F�O system as a whole.The component design as shown on this report is based upon loadings and f dimensicns provided by others.Building designer is responsible for determining that tie dimensions 927.1 PE and loads for each component match those required by the plans and by the actual end use of the ! L / ----- component.Verification of framing methods bracing design, support conditions,connections,etc.Is OR GON /2 /23 the responsibility of the building designer. ,� 1 F;-(rt5,�9g5o� Connection Diagram: Full Length of Member FRET K. D\- d—«- RENEWS: 12/31/23 • r • till a min'mum=2" c=5-1/2' b min.mum=2-1/2" d=24" Calculated Side Load=0.0 Ib/ft Disclosure Bolts are assumed to be Grade A307 or Grade 2 or higher. Use of:he Boise Cascade Software is Connectors are: 1/2 in. Staggered Through Bol: sub;ect to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert lu assure its adequacy,prior to anyone relying on such output as evicence of suitability for a particular application.The output here is based on building code-accepted desicn properties and analysts methods. Installation of Boise Cascade engineered wood aroducts must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJST"' ALLJOISTO,BC RIM BOARD IU,BCl®, ROISF RI III AMTrM,RC FlnnrVakreC®, VERSA:LAMCR:,VERSA-RIM PLUS®, Page 37 of 45 _____ ..._........ ...... ,. ,. .uu ..... ., t .. ...,...... a......u......,.w..,�.w.x.. , r ®BoiseCascada' in Double 1-3/4" x 9-1/2" VERSA-LAM®LVL 2.1E 2800 DF PASSED J0327 160C (Rafter) I BC CALC(a)Member Report Dry 12 spans I L cant. 116 OCS I Repetitive I C/12 March 22,2021 21:46:10 Build 7883 Job name: Dartmouth Apartment File name. 2021_03_22_DartmouthApt_Ticard_OR Address: 1199C SW 72nd Ave Description: City,State,Zip: Tigard, OR,97223 Specifier: Froelich Consulting Ergineers Customer: Designer: Ron Bull Code repots: ESR-'040 Company: Boise Cascade <1° 1 . l -1-1-1_. I 4_.. 1_ l 4 l 1 1 4 l l 4 4 1 1 4 1 1 1 4 1 1 4 1 I 1 4. k - -_ k 04-11.00 21-02.00 82 B3 Total Horizontal Product Length=26-01-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live 82, 3-1/2" 427/0 534/0 B3. 2" 268/0 345/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Jnf.Area(Iblft2) L 00-00-00 26-01-CO Two 20 25 01-04-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 3070 ft-lbs 20.4% 115% 8 15-09-09 Neg. Moment -906 ft-lbs 5.5% 125% 1 04-11-00 End shear 556 lbs 7.6% 115% 8 25-01-08 Cont.Shear 610 lbs 8.4% 115% 9 05-19-04 Total _oad Deflect on U539(0.469") 44.6% Ma 8 15-05-14 Live Load Deflection L/940(0.269") 38.3% Ma 11 15-05-14 Total Neg. Defl. 2xL/386(-0.306") 46.7% r.a 8 03-00-00 Max Deft. 0.469' Ma Ma 8 15-05-14 Span/Depth 26.6 I %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material E32 WaltiPlate 3-1/2"x 3-1/2" 961 lbs n\a 10.5% Unspecified - B3 Hanger 2"x 3-1/2" 613 Ihs nla 11.7% Hanger �� d PROFfss 77;16."- ' �G I N fF 4oCautions .., �' y 19271PE For roof members with slope(1/4)/12 or loss final design must ensure that ponding instability will not r j/�,occur- _ a.'t (_..rFor roof members with slope(1/2)/12 or less final desgn most account for Rain-on-Snow surcharge ORDN /2 /23 load. vF�q 15,�c,c� d- . Notes 14-Y K 0\5 Design meets User specified(U240)Total load deflection critera. RENEWS: 12/31/23 Design meets Lser specified(L/360)Live load deflecton criteria. Hanger Manufacturer:Simpson Strong-Te, Inc. BC CALC©analysis is based on IBC 2018. Design based on Dry Service Conditicn. Cantilevers require sheathed bottom flanges, blocking at cantilever support and closure at ends. Ca'culations assume member is fully braced. Page 38 of 45 tBoise Cascade' Double 1-314" x 9-1/2" VERSA-LAM® LVL 2.1E 2800 DF PASSED EiGU6W4D w'X10 XCA.CR J0327 160C (Rafter) BC CALC®Member Report Dry 12 spans I L cant.116 OCS I Repetitive 10/12 March 22,2021 21:46:10 Build 7883 Job name: Dartmouth Apartment File name: 2021_03_22_DartmouthApt_Tigard_OR Address: 11990 SW 72nd Ave Description: City,State,Zip: Tigard,OR,97223 Specifier: Froelich Consulting Engineers Customer: Designer: Ron Bull Code reports: ESR-1040 Company: Boise Cascade User Notes -Cantilever extremely unstable during construction, follow temporary bracing requirements in Eoise Ccscadc EWVP Installation Guido during installation. -Blocking hatween joists required at hearing adjacent to cantilevered span. -Connections she]be designed by project's design professional of record to adequately transfer uplift down through the structure. -Direct attached sotti:with structural panel required to be attached to underside of joist In cant'ever span. -Closure board required at end of cantilever,perpendicular to joists. ikto PRore Proper roof drainage must be designed by the project's design professional and maintained by the Ss building owner. Uh *GI N£fir tiy -Douole 1 2/4"x 9 1/2"Versa-Lam 2.1E 2800 joist is structurally adequate to support the design loads according tc the information shown on this design report. 1 927.1 PE -Loads and dimensions shall be verified by the project's design professional(s)of record. AAA- -This certification is for a Boise Cascade individual building component nniy and not for the huildirg OR GON /2 /23 system as a whole.The component design as shown on this report is based upon loadings and + ii dimensions provided by others.Building designer is responsible for determining that the dimensions 'F��'�Y j 5�19g O0 and loads fcr each component match those required by the plans and by the actual end use of the FR O\,S component.Verification of framing methods bracing design, support conditions,connectuns,etc.is ' ' K the responsibility of the building designer. RENEWS: 12/31/13 Connection Diagram: Full Length of Member r-I br. d a • --t-• • it"/"\\41 •� • a minimum=2" c=5-1/2" I b minimum=2-1/2“ d=24" Calculated Side Load=0.0 It Disclosure b/f Bolts are assumed to be Grade A307 or Grade 2 or higher. Use of:he Boise Cascade Software is IConnectors are: 1/2 in. Staggered Through Bolt subect to the Terms of the End User License Acreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate export to assure ita adequacy,prior to anyone relying on such output as evicence of suitability for a particula- applica:ion.The output here Is based on wilding code-accepted design aropertes and analysis methods. Installation of Boise Cascade engineered wood aroducls roust be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(U0)232-0783 nefore installation. 11 BC CALC®,BC FRAMER®,AJ51"', ALLJOISTO,BC RIM BOARDTM',BCt®, BOISE GLIJLAM"',BC FloorVaue® VERSA-LAM®,VERSA-RIM PLUS®, Page 39 of 45 ®aolsecascacw Double 1-3/4" x 9-1/2" VERSA-LAM®LVL 2.1E 2800 DF PASSED I .NGGSEIE°MDCORiJ°°C15 J0328 160C (Rafter) BC CALC®Member Report Dry 12 spans I I cant. 116 OCS I Repetitive 10/12 March 22, 2021 21:46:10 Build 7883 Job name: Dartmouth Apalment File name: 2021_03_22_DartmouthApt_Tigard_CR Address: 11990 SW 72nd Ave Description: City,State,Zip: Tigard, OR,97223 Specifier: Froelich Consulting Engineers Customer: Designer: Ron Ball Code reports: ESR-1040 Company: Boise Cascade <1u 12 l l 1 1 1 ._-4 1 1 1 1 1 41 4 411 1 4 1 1 4 1 1 4 4 4 1 1 1- 1 rz�a 04-11-00 22-05-08 B2 B3 Total Horizontal Product Length=27-04-08 Reaction Summary (Down I Uplift) (Ibs) Rearing Live Dead Snow Wind Roof Live B2,3-1/2" 444/0 554/0 83,2" 286/0 367/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tay Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(I10t2) L 00-00-00 27-C4-08 Top 20 25 01-04-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 3490 ft-lbs 23.1% 115% 8 16-05-05 Neg.Moment -906 ft-lbs 5.5% 125% 1 04-11-00 End Shear 596 lbs 8.2% 115% 8 26-05-00 Cont.Shear 647 lbs 8.9% 115% 9 05-10-04 Total Load Deflection L/447(0.601") 53.7% n\a 8 16-01-10 Live Load Deflection U782(0.343") 46.0% n\a 11 15-01-10 Total Neg. Deft. 2xL/314(-0.376") 57.4% n\a 8 00-03-00 Max Deft 0.601" n\a n\a 8 16-01-10 Span/Depth 28.2 (i:IF) PRD/fSS %Allow %Allow �pf /Bearing Supports Dim.(LxW) Value Support Member Material , F�p �,B2 Wall/Plate 3-1/2"x 3-1/2" 99R Ihs Ma 10.9% Unspecified r 9271 PEA,,. B3 Hanger 2"x 3-1/2" 653 lbs n\a 12.4% Hanger ,,1 V t.-t OR GON /2 /23 Cautions ✓e q1 -2For roof members with slope(1/4)/12 or less final design must ensure that ponding instability w Il not 4.���`y)5,�,� �jd occur. P y K. el\- For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. RENEWS: 12/31/23 Notes Design meets User specified (U240)Total load deflection criteria. Design meets User specified (U360)Live load deflect on criteria. Hanger Manufacturer:Simpson Strong-Tie, Inc. BC CALC®analysis is based on IBC 2018. Design based on Dry Service Condition. Cantilevers require sheathed bottom flanges, blocking at cantilever support and closure at ends. Calculations assume member is fully braced. Page 40 of 45 ®9oisecascade 111 Double 1-3/4" x 9-112"' VERSA-LAM®LVL 2.1E 2800 DF I PASSED tydrastem)".yin WAN.: J0328 160C (Rafter) BC CALC®Member Report Dry I 2 spans J L cant. ( 16 OCS I Repetitive 10/12 Mach 22. 2C21 21:46:10 Build 7833 Job name: Dartmouth Apartment File name: 2021_03_22_DartmouthApt_Tigard_OR Address: 11990 SW 72nd Ave Description: City,State,Zip: Tigarc, OR, 97223 Specifier: Froelich Consulting Engineers Customer: Designer: Ron Bull Code repors: ESR-'040 Company: Boise Cascade User Notes -Cantilever extremely unstable during construction,follow temporary bracing requirements in Boise Cascade EWP Installation Guide during ins:allation. -Blocking between joists required at bearing adjacent to cantilevered span. -Connections shall be designed by project's design professional of record to adequately transfer uplift dcwn through the structure. -Direct attached soffit with structural panel required to be attached to underside of Joist in cantilever span. -Closure board required at end of cantilever, perpendicular to joists. : Proper roof drainage must be designed by the project's design professional and maintained by the building owner. o PRoit -Double 1 3/4"x 9 1/2"Versa-Lam 2.1E 2800 joist is structurally adequate to support the design loads Ss according to the information shown on this design report. �� �GIN(F� �O Loads and dimensions shall be verified by the project's design professional(s)of record. { -This cerlifrr:athn is for a Eloise Cascade individual h,rilding cnmpnnenl only and not for the hu'!ding ; 149 7,1 PEY_;. system as a whole.The component design as shown on this report is based upon loadings and Jt� l.. t ..'j,,�..... dimensions provided by others Building designer is responsible fcr determining that the dimensions 3 OR GON /2 ,/23 and loads for each component match those required by the plans and by the actual end use of the v �G 01 cornpunerit.Verification of foaming methods,bracing design,support curnditions, cunr motions, etc.is �r 1°� the responsibility of the building designer. F.ni�` (5' �S Y K. o Connection Diagram: Full Length of Member RENEWS: 12/31/23 �-•�b �d a • • • , r a • 4raistsm r a minimum=2' c=5-1/2' b minimum=2-1/2" d=24" Calculated Side Load=0.0 Ib/ft Disclosure Bolts are assumed to be Grade A307 or Grade 2 cr h:gher_ Use of the Boise Cascade Software is Connectors are: 10 in. Staggered Through Bolt subect to the terms of the End User License Agreement(EULA). Cnrnpleteness and arrauacy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evicence of suitability for a particular application.The output here is based on building code accepted design properties and analysis methods. Installation of Boise Cascade englneerec wcod oroducts must be In accordance with current Installation Guide and applicable building cedes.To obtain Installation Guide or ask questions,please call(8C0)232-0783 before installation. BC CALC®,BC FRAMER®,AJST"", ALLJOIST®,BC RIM BOARD'",BCI®, BOISE GLULAMTM,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 41 of 45 8oseCacade a__. Double 1-3/4" x 9-1/2" VERSA-LAM®LVL 2.1E 2800 DF PASSED ttlGOCREMOOPRO011aS J0329 160C (Rafter) BC CALC6i)Member Report Dry 12 spans(1 cant. 116(GCS I Repetitive 10/12 March 22,2021 91:45 1(1 Build 7833 Job name: Dartmouth Apartment File name: 2021_03_22_DartmouthApt_Tigard_OR Address: 11990 SW 72nd Ave Description: City, State,Zip: Tigard, CR,97223 Specifier: Froelich Consulting Engineers Customer: Desigrer: Ron Bull Code reports: ESR-1040 Company Boise Cascade <10 12 Li 4. -_1 1 1 1 1 1 1 .._11 1v_....1 1 1 1 1 1 4 l t! 1 4 4 4 4 4 . 1 4 4 4 1 1,15.1 — 4 1. 04-10-CO Y3-09-00 B2 B3 Total Hor:zontoi Product Length=28-07-00 Reaction Summary (Down /Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B2, 3-1/2" 457/0 572/0 B3, 2' 305/0 389 f 0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Jr-if.Area(lb1t2) L 00-00-00 28-07-G0 Ton 20 25 01-04-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 3944 ft-lbs 26.2% 115% 8 17-00-01 Neg.Moment -882 ft-lbs 5.4% 125% 1 04-10-00 End Shear 637 lbs 8.8% 115% 8 27-07-08 Cont.Shear 683 lbs 9.4% 115% 9 05-09-04 Total Load Deflection L/374(0.759") 64.2% n\a 8 16-08-06 Live Load Deflection U657(0.432") 54.8% n\a 11 16-08-06 Total Neg. Del] 2xL/257(-0.45") 69.9% n\a 8 00-00-00 Max Dell. 0./59" n\a n\a 8 15-013-06 Span/Deptn 29.9 %Allow °h Allow Bearing Supports Dim.(LxW) Value Support Member Material E12 Wall/Plate 3-1/2"x 3-1/2" 1029 lbs n\a 11 2% t-tnspec.fied B3 Hanger 2"x 3-1/2" 694 lbs n\a 13.2°/0 Hanger Cautions For roof members with slope(1/4)/12 or less Oral design must ensure that ponding instability will not ��otD PROF£s� occur. G i N /O Fod roof members with slope(1/2)/12 or less firal design must account for Rain-or-Snow surcharge U �N fill' load. i 19271 PE,, `- Notes ..._ REGON Design meets Use specified (L/240)Total load deflection criteria. ✓ „ ty§J2 /23 Design meets Use-specified(U360)Live load deflection criteria. `��`��Y J 5,Nc4�O* Hanger Manufacturer:Simpson Strong-Tie, Inc R,Ey K. OL BC CALL®analysis is based on IBC 2018. Design based on Dry Service Condition. RENEWS: 12/31/23 Cantilevers require sheathed bottom flanges, blockinc at cantilever sLpport and closure at ends. Calculations assume member is fully braced. Page 42 of 45 aoiseCascade' - Double 1-3/4" x 9-1/2" VERSA-LAM® LVL 2.1E 2800 DF ! PASSED I uxiroarowuwraomm J0329 160C (Rafter) BC CALCr: Member Reoort Dry 12 spans I L cant. 116 OCS I Repetitive 10/12 March 22,2021 21:46:10 Build 7883 Job name: Dartmouth Apartment File name: 2021_03_22_DartmouthAptTigard_OR Address: 11990 SW 72nd Ave Description: City,State,Zip: Tigard, CR,97223 Specifier: -roelich Consulting Engineers Customer: Designer: Ron Bull Code reports: ESR-1040 Company. Buise Cascade User Notes -Cantilever extremely unstable during construction,follow temporary bracing requirements in 13oise Cascade EWP Installation Guide during installation. -Blocking between joists required at bearing adjacent to cantilevered span. -Connections shall be designed by project's design professional of record to adequately transfer uplift down through the structure. -Direct attached soffit with structural panel required to be attached to underside of joist in cant lever span. -Closure board required at end of cantilever, perpendicular to nists : Proper roof drainage must be designed by the project's design professional and maintained by the building owner. -Double 1 3/4"x 9 1/2"Versa-Lam 2.1E 2800 joist is structurally adequate to support the design loads �'� pN�F£`�, according to the information shown on this design report. . w)' -Loads and dimensions shall be verified by the project's design professionals)of record. v�S ��,G l NEF� �O -This certification is for a Boise Cascade individual building component only and not for the building 4+ system as a whole.The component design as shown on this report is based upon loadings and 19271 P ,, dimensions provided by others. Building designer s responsible for determining that the dimensions and loads for each component match those required by the plans and by the actual end use of the OR GON /23 component.Verification of framing methods, bracing design,support conditions,connections,etc.is 1 �2 the responsibility of the building designer. <F r 15,�0�0 iPty Connection Diagram: Full Length of Member RENEWS: 12/31/23 • • • :74 .� • I : a minimum=2" c=5-1/2' b minimum-2-1/2" d=24" Calculated Side Load=0.0 lb/ft Disclosure Bolts are assumed to be Grade A307 or Grade 2 or higher. Use of the Boise Cascade Software is Connectors are: 1/2 in. Staggered Through Bol; sub.ect to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be renewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particula- application.The output here is based on building code-accepted design properties and analys s methods, installation of Boise Cascade eng'neered wcod products must be In accordance with cfrrent Installation Guide and applicable building codes.To obtain Installation Guide or ask questiois,please call(800)232-0783 before installation. BC CALC®,BC FRAMER®,AJST", ALLJOIST®,BC RIM BOARDT",BCI©, BOISE GLULAMT",BC F1oorValue® VERSA-LAM®,VERSA-RIM PLUS®, Page 43 of 45 ®solsecascacW - Single 16" BCI®60-2.0 DF PASSED EUGOICREIMODOKOMMUS J0429 240C (Rafter) BC CALCO Member Roper. Dry 11 spar I No cant. 116 OCS I Repetitive l 1/12 March 22,2021 21.46:10 Build 7833 Job rarre: Dartmouth Apartment File name: 2021_03_22_DartmouthApt_Ticarc_OR Address: 11990 SW 72nd Ave Description: City,State,Zip: Tigarc, CR,97223 Specifier: Froelich Consulting Ergineers Customer: Designer: Ron Bill Code reports: ESR-i 336 Company: Boise Cascade <11 12 l l ,t l-__1 -1—T—T1—T T 1 1 1 1 1 a 1 l l T 1 1 1 l . l l 1 l l . l 28-03-35 181 B2 Total Horizontal Product Length=28-03-0S Reaction Summary (Down /Uplift) (Ibs) Bearing live Dead Snow Wind Roof Live B 1,2' 377/0 469/0 B2, 3-1/2" 380/0 473/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 100% 125% 1 Standard Load Unf.Area(lbfft2) L 00 00 00 28 03 05 Top 20 25 01-04-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 5865 ft-lbs 59.9% 115% 4 14-00-05 Erd Reaction 846 lbs 58.0% 115% 4 00-00-00 Erd Shear 836 lbs 33.4% 115% 4 00-02-00 Total Load Deflection L/329(1.024") 73.0% n\a 4 14-00-05 Live Load Deflection U592(0.568") 60.8% n\a 5 14-00-05 Max Defl. 1.024" n\a n\a 4 14-00-05 Span/Depth 21.0 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Hanger 2"x 2-5/16" 846 lbs nta 58.0% hanger 82 Wall Plate 3-1/2"x 2-5/16" 853 lbs nia 47.1% t nsperifierl '<JO) PROP Slo a and Cut Len th Slo.e Fascia De th Horiz.Len th Product Len th 1 9271 P4' r" Plumb Cut with Hanger to del. :op plate 1/12 16 1/16" 28-03-05 28-05-13 s 3 y j. Notes ORGON1 /2 /23 Design meets User specified (L/240)Total loac deflection criteria. -('15,19� 4= Design meets User specified (L/360)Live load deflection criteria. 1'40' K. O'\-5 I langer Manufacturer Simpson Strong-Tie,Inc. BC CALCO analysis is based cn IBC 2018. RENEWS: 12/31/23 Design based on Dry Service Condition. Calculations assume member is fully braced. i Page 44 of 45 t�1►1Boise Cascade' - Single 16" BCI®60-2.0 DF PASSED mtetmowx.onn ace. J0429 240C (Rafter) t BC CALC®Member Report Dry I 1 span j No cant 116 OCS I Repetitive I 1;12 March 22,2021 21:46:10 Build 7883 Joo name: Dartmouth Apartment File name: 2021_C3_22_DalmoutnApt_Tigard_OR Address: 11 E90 SW 72nd Ave Description: City, State,Zip: Tigard OR, 97223 Specifier: Froelich Consulting Engineers Customer: Designer: Ron Bull Code reports: ESK-1336 Company: Boise Cascade User Notes -Proper roof drainage must be designed by the project's design professional and maintained by the building owner. - 16" BCl 60 2.0 joist is structurally adequate to support the design loads according to the information shown on this design report. -Loads and dimensions shall be verified by the project's design professional(s)of record. -This certification is for a Bcise Cascade individual building component only and not for the building tRE� PROFE,Ss, system as a whole.The cornponert design as shown on this repor is based upon oadings and �`� �aG 1 N Ep\�D dimensions provided by others.Building dcsignor is responsible for determiring that the dimensions t� and loads for each component match thn,e req:rired by the plans and by the actual end use of the 1,927,1 PE component.Verification of framing methods,bracing design,support conditions,connections,etc.is j the responsibility of the bJilding designer. OR GON 7 '23 v? G0Y 15,,1;ci R£YK. ©L RENEWS: 12/31/23 Disclosure Lse of the Boise Cascade Software is sAbject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be renewed and verified by a qualified engineer or other appropriate expert tc assure its adequacy,prior to anyone relying on such output as evidence of suitability for a pa-ticular application.The output here is based on buildny uode-accepted design properties and analysis methods. Insta lation of Boise Cascade engineered wood products must be in a cordance with current Installation Guide and applicable hulloing codes.To ootain Installation Guide or as q.res:rons,pease call(800)232-Ui88 le fore installation. BC CALC®,BC FRAMER®,AJS'", ALLJOISTO,BC RIM BOARD'',BCI&, BOISE GLULAM'M.BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 45 of 45