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g V P aoa ) 0Q ) .t!o(_O Qi?e 73It,►= WALSH REVIONOFFICE COPY CONSTRUCTION CO. BUILDING VALUE I www.walshconstruct,on.corn Submittal SheetAppRovED( 112211-Terrace Glen Apartments Project: 112211- Spec Section: 0610 00 Terrace Glen Apartments ubmittal: 2 9650 SW Greenburg Road RECEIVE Revision: 2 Tigard,OR AA `` Package: Shop Drawings 97223 JM 2 0 lOU Date: 1/20/2022 PST Submittal Title: Rough Carpentry(Hold-Downs) art OF TtGAR[3 Submittal Detail:Response Due By: 2/3/2022 PST BUILDING DIVISION i, - - Walsh Review: • 1 e -eview: C2K Architecture,Inc. Project Name:Terrace Glen Apartments K Deferred or Delegated-Design Submittal Review Submittal Package#: Shop Drawings Action: Submittal ID#: 2 iX NO EXCEPTIONS TAKEN REVISE AND RESUBMIT Date Submitted: 1/20/2022 PST MAKE CORRECTIONS NOTED ❑ SUBMIT SPECIFIED ITEM(S) Spec Section:061 O 00 L. NOT REVIEWED-KEPT FOR RECORD ❑ REJECTED Review is solely to check for conformance with design concept and specified performance and design criteria,if any,as expressed in the Contract Documents. The review by ("Walsh Construction Co")of the above Submittal is Review is not for the purpose of determining the adequacy,accuracy and completeness of the design,dimensions,quantities,or design services subject to the Contract Documents and Shall not relieve the C2K Architecture,Inc.relies upon the services,certifications,or approvals of the Subcontractor/Supplier from any of its obligations under the agreement delegated-design professionals responsible for the delegated-design submittal. with Walsh nor give rise to any claim in favor of the Subcontractor/Supplier Submittal corrections or comments do not relieve the Contractor of its obligation to comply with the requirements of the Contract Documents. or third parties against Walsh or Owner. Processed By: kgrant Date: 01/20/2022 By: WCC Review • her Review: Notes: NO EXCEPTION TAKEN ill MAKE CORRECTIONS NOTED 0 REJECTED ❑ REVISE AND RESUBMIT ❑ SUBMIT SPECIFIED ITEM 0 CHECKING IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. ANY ACTION SHOWN IS SUBLECT TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS WHICH SHALL BE CONFIRMED AND CORRELATED AT THE JOB SITE; FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION; COORDINATION OF HIS WORK WITH THAT OF ALL OTHER TRADES AND THE SATISFACTORY PERFORMANCE OF HIS WORK. KRAMER GEHLEN &ASSOC., INC. CONSULTING STRUCTURAL ENGINEERS DATE 01/20/2022 BY CH WALSH CONSTRUCTION CO. PORTLAND: 2905 SW First Avenue • Portland.OR 97201 • (503)222-4375 • Fax: (503)274-7676 • ORCCB147287 SEATTLE: 315 Fifth Ave.S.Suite 600 • Seattle.WA 98104 • (206)547-4008 • Fax:(206)547-3804 • WALSHCC99001 TACOMA: 301 S 28th Street • Tacoma.WA 98402 • (253)572-4245 • Fax:(206)547-3804 • WALSHCC990D1 Paaa 1 of RC) MiT MiTek USA,Inc. ek555 S.Promenade Ave.Suite 104 IJSP if EA Corona,CA 92879 Date: Juanuary 20,2022 Project Name: Terrace Glen Apartments Project Address: 9650&9660 SW Greenburg,Tigard,OR 97223 Revision: R2 To: Whom it May Concern Regarding: Narrative of MiTek Z4 Submittal Package Revision R2(Sealed:Juanuary 20,2022) Hello, This narrative letter addresses a brief summary of the modifications made to the MiTek Z4 Submittal Package for the project "Terrace Glen Apartments".The modifications are as follows: • Runtype modified:41/Z4-05 • Structural plan dated updated to 1/7/2022 for RFI 81 This revision will override the submittal package previously submitted. This narrative may not provide an exhaustive list of all changes in the latest revision of the MiTek Z4 Submittal Package and must be reviewed by the Engineer of Record(EOR). If you have any additional questions or concerns,please feel free to contact the Z4 engineering team at your convenience. Thank you, MiTek Z4 Engineering Team NO EXCEPTION TAKEN III MAKE CORRECTIONS NOTED ❑ REJECTED ❑ REVISE AND RESUBMIT ❑ SUBMIT SPECIFIED ITEM 0 CHECKING IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. ANY ACTION SHOWN IS SUBLECT TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR: DIMENSIONS WHICH SHALL BE CONFIRMED AND CORRELATED AT THE JOB SITE; FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION; COORDINATION OF HIS WORK WITH THAT OF ALL OTHER TRADES AND THE SATISFACTORY PERFORMANCE OF HIS WORK. KRAMER GEHLEN &ASSOC., INC. CONSULTING STRUCTURAL ENGINEERS DATE 01/20/2022 BY CH PAoP Q of RQ 0 1 C-; Tie - Down Systems Zone Four Submittal Package To: Whom it May Concern From: MiTek-Z4 555 S. Promenade Ave.Suite 104 Corona,CA 92879 Phone: Phone: (951) 245-9525 Fax: Fax: (951)245-9653 Email: Email: z4CustomerService@mii.com Date: Juanuary 20,2022 Reference: R2 Plan Date: Structural: 1/07/2022 Project Name: Terrace Glen Apartments Project Address: 9650&9660 SW Greenburg Tigard,OR 97223 Deliverables: • (1) Electronic set of sealed calculations showing the design of the Z4 system that meets or exceeds project demand with corresponding Z4 run names. • (1) Electronic set of sealed elevations&details showing parts and installation configurations. • (1) Electronic set of placement plans showing the locations of the Z4 runs where different from those originally specified on the plans. If the Z4 run names are identical to the run names specified on the plans a placement plan is not required. Jurisdiction: City of Tigard Engineer of Record: Kramer Gehlen&Associates(360-693-1261) Please review submittal package as part of your coordination with the construction documents and comment as necessary. During your review if you should have any questions please call MiTek Z4 Engineering or Customer Service at(951)245-9525. Please provide your shop drawing review stamp on the following sheets:the first page of the calculation package,the first page of the shop drawings(Z4-01),and the first page of the tie down layout plans(TDLP-01). Keep a copy for your records. Inform Architect of your receipt of the documents and forward to them for their use&approval. Architect of Record: C2K Architecture Inc. (503-444-2200) Please review submittal package as part of your coordination with the construction documents and comment as necessary. Thank you for using Zone Four and please let us know if we can facilitate this process further. Sincerely, DEFERRED SUBMITTAL REVIEW(THIRD PARTY) No exception taken IN Make corrections noted ❑ MiTek-Z4 Rejected ❑ Revise and re-submit ❑ Customer Service Submit specified item CI The documents contained herein have been reviewed by thin office for general conformance with the design loading and tot interaction of components with the primary structure. Kramer Gehlen and Associates,Inc. Consulting Structural Engineers Date 01/20/2022 By CH Zone Four Corona,CA 92880 Office: (951) 245-9525 PacP 1n of RC) Tie - Down Systems m T Zone Four Calculations Continuous Rod System Submittal Date: Juanuary 20,2022 Reference: R2 Plan Date: Structural: 1/07/2022 Project Name: Terrace Glen Apartments Project Address: 9650&9660 SW Greenburg Tigard,OR 97223 Submittal Package: The following Z4 Calculations are provided along with the detail and elevation sheets as a deferred submittal to the tie- down system specified in the construction documents.These documents have been submitted to the Engineer of Record and bear their shop drawing stamp as an accepted specification. For evaluation reports please refer to ICC ESR No.2190 and/or Los Angeles RR No.25623. EOR shall verify that project demand meets project requirement. Generic Submittal: Continuous Rod System(Zone Four): • Overturning forces are transferred from the structural sheathing to the wood posts. • Shearwall overturning forces generate tension and compression loads at opposite ends of the shearwall. • Compression loads accumulate in the wood posts from the top to the bottom level. If the EOR specifies the compression load Zone Four will include in the design. • Uplift(tension loads):wood posts push up and are resisted by the bearing plates above.The tension load specified by the FOR is included as the basis of the Z4 Design. • Cinch Nuts (CNX)transfer load from the bearing plate to continuous rod per level. • Tension loads are accumulated in the rod. • CNX provided perpetual shrinkage compensation. NO EXCEPTION TAKEN • MAKE CORRECTIONS NOTED 0 REJECTED ❑ REVISE AND RESUBMIT ❑ SUBMIT SPECIFIED ITEM❑ CHECKING IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN ,���ED PRO .CONCEPT OF THE NPROJECT AND GENERAL COMPLIANCEMENTSWITH THE � �t4 INE,e. 'o INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. ANY ACTION �} ,�1 SHOWN IS SUBLECT TO THE REQUIREMENTS OF THE PLANS AND !!,,�V SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR. DIMENSIONS "9� WHICH SHALL BE CONFIRMED AND CORRELATED AT THE JOB SITE; Q FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION, • 1p COORDINATION OF HIS WORK WITH THAT OF ALL OTHER TRADES AND - ^ THE SATISFACTORY PERFORMANCE OF HIS WORK. KRAMER GEHLEN & ASSOC., INC. � OREGO 2\ U� CONSULTING STRUCTURAL ENGINEERS °% q 11 ,20 JP� DATE 01/20/2022 BY CH Fy CAI.Ee EXPIRES: 06/30/2022 Zone Four Corona,CA 92880 Office: (951) 245-9525 01/20/2022 Paaa 11 of RC) MiTek'Z6 Name: TERRACE GLEN APARTMENTS Number: Tie-Down Systems Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Customer: Pacific Wall Systems Jurisdiction IBC-WD* 250 Klug Circle,Corona,CA 92880 Phone:(951)268-3670 I Fax:[951 j 245-9653 Product Design Values Report Run: 1. 1 [14.CF-1H1-13TC-24D4] [6"] Demand Loads Z4 Products Tension Level Rod Bearing Plate Washer Cinch Nut Summary C _ -- 0 0 YR 2 0, L _ U C 0 CTo. '� i N C N p G C 'y y CO co = C "-' .0 cu (T C • 1-- C U C U U V 0 y w c > 2 E Product(s) L Z. g '� c ar a CD 0 p O) Ct io O U U O V N > a eoQ c CD Q C a Q d a a. 0 0 3 J r._) UC13co 0 W co w C.) U Ti F ;Ft U v_ fax c It CI0 CO M U 1.1[14.CF-1H1-13TC- 24D4][61-Level 4 A36 1/2 x 120 69.5 4418 0.046 BPW-5 4447 0.019 CNX-4 9204 0.017 0.084 0.140 0.713 (109") 3150 3150 72 A36 1 x 120 8 17671 0.001 1.1[14.CF-1H1-13TC- 2404][61-Level 3 A36 1 x 120 112 17671 0.068 BPW-11 10735 0.024 CNX-8 29283 0.017 0.113 0.140 0.782 (124") 8400 11550 - A36 1 1/4 x 120 12 27612 0.005 1.1[14.CF-1H1.13TC- 24D4][61-Level 2 A36 1 1/4 x 120 108 27612 0.084 BPW-20 19622 0.017 CNX-10 54190 0.019 0.128 0.140 0.849 (124") 11900 23450 - B7 1 1/2 x 60 16 82835 0.009 1.1[14.CF-1H1-13TC- 24D4][61-Level 1 I B7 1 1/2 x 60 44 82835 0.040 BPW-20 19622 0.028 CNX-12 82835 0.020 0.129 0.140 0.838 (124") (....__.__ ! ... _ _ �_ 1 _._.i......_ i _ ____, i 16450 39900 A36 2 x 72 72 70686 0.037 ': A36 2 x 24 8 70686 0.004 � �4G]N,EF9 /04. 9 DEFERRED SUBMITTAL REVIEW(THIRD PARTY) v OREGON�1\ C(j� No exception taken Make corrections noted ❑ ��� "fig ' i 1 '2Q ri �1 Rejected ❑ Revise and re-submit ❑ 9F Submit specified item ❑ `" �„r A,,,�� The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the pnmary structure. EXPIRES- 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date atrz0n022 By CH I e:-r.-L C.___:.c:__..-1 r -Innn n1 rPa c,, r MiTek'Z4 Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems Customer: Pacific Wall Systems Jurisdiction: IBC-WD* 250 Klug Circle,Corona,CA 92880 Phone:1951)26E-3670 I Fax:(951)245-9653 Wall Framing Report Run: 1. 1 [14.CF-1H1-13TC-24D4] [6"] Demand Loads Wall Framing Tension Comp. Level Compression Posts Summary �, (Towards Wall End) (Towards Wall Center) o .0 c N N N N N .0 a-. E c• -c c y d jn x N V V) • N 0 cs. E N c .0 _0 E 0..- v _ N d L d L d •U of L - L -2 .] N w U U d U - p N . . T ~ u y t7 o v o `13 d a Post Selection ` Post Selection E d >_ w u_ .y in to u_ `7 y -J p. 0. N J U U CI !0 F E J in O 1O O U E 0 a U t1 Q U U 1.1[14.CF-1H1.13TC-24D4][61-Level 4• 109 2x4 DF No.2[Full Height Post] (1) 2466 109 2x4 DF No.2[Full Height Post] (1) 2466 Wall:3.5" 72 2x4 DF No.2[3ridge Post] (1) 3281 72 2x4 DF No.2[Bridge Post] (1) 3281 3150 706 109 Totals: Bridge Posts(Tension Chord) 3281 3281 6563 0.480 Totals: Full Height Posts(Comp.Chord) 2466 2466 26.75 4932 0.143 1.1[14.CF•1 H1-13TC-24D4][6"]-Level 3 123 2x4 DF No.2[Post on BPW] (1) 1958 123 2x4 DF No.2[Post on BPW] (1) 1958 Wall:3.5" 123 2x4 DF No.2[Full Height Post] (2) 3915 123 2x4 DF No.2[Full Height Post] (3) 5873 8400 - 11550 124 Totals: Full Height Posts(Tension Chord) 4323 4323 8646 0.972 Totals: Full Height Posts(Comp.Chord) 5873 7830 26.75 13703 0.843 1.1[14.CF-1H1-13TC-24D4][6"]-Level 2 123 2x4 DF No.2[Poston BPW] (1) 1958 123 2x4 DF No.2[Poston BPW] (1) 1958 Wall:3.5" 123 2x4 DF No.2[Full Height Post] (2) 3915 123 2x4 DF No.2[Full Height Post] (9) 17618 11900 - 23450 124 Totals: Full Height Posts(Tension Chord) 5873 7178 13050 0.912 Totals: Full Height Posts(Comp.Chord) 5873 19576 26.75 25448 0.921 1.1[14.CF-1 H1-13TC•24D4][6"]-Level 1 123 2x6 DF No.2[Full Height Post] (3) 15469 123 2x6 DF No.2[Full Height Post] (10) 51563 Wall:5.5" Totals: Full Height Posts(Tension Chord) 15469 21055 36523 0.450 16450 - 39900 124 Totals: Full Height Posts(Comp.Chord) 15469 51563 26.75 67031 0.595 <( %c O P R oFFSS ��5 ,�NGlNEE9 0* 2 P�' `". W Late (-- DEFERRED SUBMITTAL REVIEW(THIRD PARTY) v OREGONn No exception taken • Make corrections noted ❑ ��AN% 4 Y '1 2°`' /i>7 Rejected El and re-submit ❑ RFI, Submit specified item 0 CALO The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06/✓30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date 01/20/2022 By CH .•• . . en ,- _ -._ •1i1.1-1 \A/..11 r__.Y:•-_ n_.__.•a ,A:T_I. r........_:C:_.-.., r 'l nnn -11 nIPaaI • MiTek'Z4" Name: TERRACE GLEN APARTMENTS Number: Tie-Down Systems Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Customer: Pacific Wall Systems Jurisdiction IBC-WD* 250 Ktug Circle,Corona,CA 92880 Phone 1951)268-3670 I Fax:(951)245-9653 Product Design Values Report Run: 2. 1 [14.CF-1H1-6C-13TC] [6"] Demand Loads Z4 Products Tension Level Rod Bearing Plate Washer Cinch Nut Summary c x c 0 a)c -6CW W .0 0N p = us _ N C N 0 o — C G •� in C f— C U ` C U U C — Nyc ww Yc o a)w CO I- c > c Product(s) rn ea i o o u d m nCI 0. mQ o c Ta ua 0 3> a) c c a n wa 0 + Ti c WE gE m —I CO 0 m to o o o a) U w U o U a) o — o U U V ` F < aO co I-2.1[14.CF-1H1-6C- 13TC][61-Level 4 A36 1/2 x 72 63.5 4418 0.042 BPW-5 4447 0.019 CNX-4 9204 0.017 0.081 0.140 0.713 (109") 3150 3150 72 A36 1 x 120 14 17671 0.002 2.1[14.CF-1H1-6C- 13TC][61-Level 3 A36 1 x 120 106 17671 0.064 BPW-9 8958 0.035 CNX-8 29283 0.017 0.123 0.140 0.938 (124") 8400 11550 - A36 1 1/4 x 144 18 27612 0.007 2.1[14.CF-1H1-6C- 13TC][61-Level 2 A36 1 1/4 x 144 114 27612 0.088 BPW-17-6 17161 0.019 CNX-10 54190 0.019 0.132 0.140 0.849 (124") 11900 23450 - B7 1 1/2 x 48 10 82835 0.005 2.1[14.CF-1H1-6C- 13TC][61-Level 1 B7 1 1/2 x 48 38 82835 0.034 BPW-17-6 17161 0.037 CNX-12 82835 0.020 0.132 0.140 0.959 (118") 16450 39900 - A36 2 x 72 72 70686 0.037 A36 2 x 24 8 70686 0.004 •\ 0 PRQp �co. .•'- �9 'b 9r. i i 2 P L ----Z ) - DEFERRED SUBMITTAL REVIEW(THIRD PARTY) v OREGONnN 0� No exception taken • Make corrections noted ❑ ����.q V 1 1 ,no ri �. Rejected ❑ Revise and re-submit El L J Submit specified item 0 Y C A L'EC The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date 01/20/2022 By CH nA:T-1. ('.___:IL__.n r nnnn^In.Jaarrel=111111111111 MiTek'Z4 Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems • Customer: Pacific Wall Systems Jurisdiction: IBC-WD* 250 Ktug Circle,Corona,CA 92880 Phone:1951)268-3670 I Fax:(9511245-9653 Wall Framing Report Run: 2. 1 [14.CF-1H1-6C-13TC] [6"] Demand Loads Wall Framing Tension Comp. Level Compression Posts Summary n (Towards Wall End) (Towards Wall Center) c .0 c N /N en 0 - 0 OL .c N u c .2 _c) E = c _ - n a L d _c Q V L € L - J N P U C C-) N U OO .O . w T ~ U y V CA _ c v c = 'e . c Post Selection J Post Selection 0 _ m 0 o a m u_ a m a u_ ii20 > J LI 0. 0. d J U =U C) C C Ci J N cc M l0 0 i- E o_ v 0 0 Q 0 C) U 2.1[14.CF-1H1-6C-13TC][61-Level 4-Wall: 109 2x6 DF No.2[Full Height Post] (1) 5156 109 2x6 DF No.2[Full Height Post] (1) 5156 5.5" 72 2x6 DF No.2[Bridge Post] (1) 5156 72 2x6 DF No.2[Bridge Post] (1) 5156 3150 706 109 Totals: Bridge Posts(Tension Chord) 5156 5156 10313 0.305 Totals: Full Height Posts(Comp.Chord) 5156 5156 19.50 10313 0.068 2.1[14.CF-1H1-6C-13TC][61-Level 3-Wall: 123 2x6 DF No.2[Full Height Post] (2) 10313 123 2x6 DF No.2[Full Height Post] (1) 5156 5.5" Totals: Full Height Posts(Tension Chord) 10313 5156 15469 0.543 8400 - 11550 124 Totals: Full Height Posts(Comp.Chord) 10313 5156 19.50 15469 0.747 2.1[14.CF-1H1-6C-13TC](6"]-Level 2-Wall: 123 2x6 DF No.2[Full Height Post] (2) 10313 123 2x6 DF No.2[Full Height Post] (3) 15469 5.5" Totals: Full Height Posts(Tension Chord) 10313 13535 23848 0.499 11900 - 23450 124 Totals: Full Height Posts(Comp.Chord) 10313 15469 19.50 25781 0.910 2.1[14.CF-1H1-6C-13TC][6"]-Level 1-Walt: 117 2x6 DF No.2[Full Height Post] (2) 10313 117 2x6 DF No.2[Full Height Post] (7) 36094 5.5" Totals: Full Height Posts(Tension Chord) 10313 13535 23848 0.690 16450 - 39900 118 Totals: Full Height Posts(Comp.Chord) 10313 36094 19.50 46406 0.860 ���`c° PROFFss �(. 0,\G IN ,5, >0* • 2 P r ...1111111 DEFERRED SUBMITTAL REVIEW(THIRD PARTY) v OREGONn �^',, No exception taken • Make corrections noted ❑ ��.<�-4 Y 2.0 v� ww Rejected ❑ Revise and re-submit ❑ •' '1 ° N� Submit specified item 0 CALE The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date 01/20/2022 By CH . ._ ' ---- .., ,, ,- ,-. . ..•-r_I. r.---:r:__..-1 r -innn-i-niPaof t MiTek'Z4� Name: TERRACE GLEN APARTMENTS Number: Tie-Down Systems Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Customer: Pacific Wall Systems Jurisdiction IBC-WD* 250 Klug Circle,Corona,CA 92880 Phone:1951126E-3670 I Fax:19511245-9653 Product Design Values Report Run: 3. 1 [14.CF-1H4-13TC] [6"] Demand Loads Z4 Products Tension Level Rod Bearing Plate Washer Cinch Nut Summary S c x 0 a) C 5 a rn ' _ C N C p Cr) fn E rA C w 0 O C •N Cr) y y C -0 .0 .0 — al 2' I- c > c E Product(s) w 3 w as a) at 0 0 0 = Q' m to o .0 U o c� as 0 A > 0. /O n 0 CD c- C 0- 0 m co E at E g E m -J ra 0 m at a + io c c JU U U C.) W U 0 U > I— Q .- 0) tom ~ m 0 3.1[14.CF-1H4-13TC] A36 1/2 x 72 58.5 4418 0.038 BPW-5 4447 0.019 CNX-4 9204 0.017 0.078 0.140 0.713 [61-Level 4(109") 3150 3150 72 A36 1 x 144 19 17671 0.003 3.1 [14.CF•1H4-13TC] A36 1 x 144 113 17671 0.069 BPW-9 8958 0.035 CNX-8 29283 0.017 0.125 0.140 0.938 [6"]•Level 3(124") 8400 11550 - A36 1 1/4 x 120 11 27612 0.004 3.1[14.CF-1H4-13TC] A36 1 1/4 x 120 109 27612 0.085 BPW-17-6 17161 0.019 CNX-10 54190 0.019 0.131 0.140 0.849 [6"]-Level 2(124") 11900 23450 - B7 1 1/2 x 36 15 82835 0.008 3.1[14.CF-1H4-13TC] B7 1 1/2 x 36 21 82835 0.019 BPW-17-6 17161 0.037 CNX-12 82835 0.020 0.141 0.140 0.959 [6"]-Level 1(149") 16450 39900 - A36 2 x120 120 70686 0.061 A36 2 x 24 8 70686 0.004 <(- ?,ED PROpe wc, Ss �t1G[NEF'9 /0* • � Jr 2 P ," OREGON �DEFERRED SUBMITTAL REVIEW(THIRD PARTY) ° A 0 No exception taken • Make corrections noted ❑ �X� �4 y 11 ,20 V Qo. Rejected ❑ Revise and re-submit 0 i9 Submit spedfied item 0 Y C A LEel The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES. 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date 01rz0i2022 By CH to/_J..-....J_.. in I.,..-.._._. nnnn n__J.._j. f�_..:.•._ \/_t..__ n_�_.s A.t.T_I. r.___'r ____-, r -innn-in nrt� MiTek'Z4 Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems Customer: Pacific Wall Systems Jurisdiction: IBC-WD* 250)(lug Circle,Corona,CA 92880 Phone:1951)268-3670 I Fax:(951)245-9653 Wall Framing Report Run: 3. 1 [14.CF-1H4-13TC] [6"] Demand Loads Wall Framing Tension Comp. Level Compression Posts Summary , (Towards Wall End) (Towards Wall Center) o n c u) 0 7) N - v c c i u, u, o n x 0) g .o a v 02 -0 __ t _ Y c. °, :' U c c -y F U N U O tT w cn ._ >. v y V co = 0 _ - _ c Post Selection -� c Post Selection •� a > n >- n. g •- c — N m o0 —I co E n) ra co a) IL M m N lL '- a) - p- a. G) J U U O in i. 0 E J a U 0 v a g 0 U U 3.1[14.CF-1H4.13TC][6"]-Level 4-Wall: 109 2x6 DF No.2[Full Height Post] (1) 5156 109 2x6 DF No.2[Full Height Post] (1) 5156 5.5" 72 2x6 DF No.2[Bridge Post] (1) 5156 72 2x6 DF No.2[Bridge Post] (1) 5156 3150 706 109 Totals: Bridge Posts(Tension Chord) 5156 5156 10313 0.305 Totals: Full Height Posts(Comp.Chord) 5156 5156 19.50 10313 0.068 3.1[14.CF-1H4-13TC][6"]-Level 3•Wall: 123 2x6 DF No.2[Full Height Post] (2) 10313 123 2x6 DF No.2[Full Height Post] (1) 5156 5.5' Totals: Full Height Posts(Tension Chord) 10313 5156 15469 0.543 8400 - 11550 124 Totals: Full Height Posts(Comp.Chord) 10313 5156 19.50 15469 0.747 3.1[14.CF-1H4-13TC][6"] Level 2•Wall: 123 2x6 DF No.2[Full Height Post] (2) 10313 123 2x6 DF No.2[Full Height Post] (3) 15469 5.5" Totals: Full Height Posts(Tension Chord) 10313 13535 23848 0.499 11900 - 23450 124 Totals: Full Height Posts(Comp.Chord) 10313 15469 19.50 25781 0.910 3.1[14.CF•1H4-13TC][6"]-Level 1-Wall: 148 2x6 DF No.2[Full Height Post] (2) 10154 148 2x6 DF No.2[Full Height Post] (7) 35539 5.5' Totals: Full Height Posts(Tension Chord) 10154 13327 23481 0.701 16450 - 39900 149 Totals: Full Height Posts(Comp.Chord) 10154 35539 19.50 45693 0.873 ���p PROFFrS ,s �N�'INEF9 sip* cc- 2 r 1.0 DEFERRED SUBMITTAL REVIEW(THIRD PARTY) v OREGON No exception taken • Make corrections noted D �9 Y '1 20 �A` Rejected 0 Revise and re-submit El �y n Submit specified item 0 C A LE V The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 0 1/20/2022 Date 01/2022022 By CH- - - ---- ... .• — • .. . ..•T_1_r__-[L]_._.."1 r -lnn1-11 nlPno MiTek'Z4* Name: TERRACE GLEN APARTMENTS Number: Tie-Down Systems Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Customer: Pacific Wall Systems Jurisdiction IBC-WD* 250 Klug Circle,Corona,CA 92080 Phone:1951)260-3670 I Fax:(951)245-9653 Product Design Values Report Run: 4. 1 [14.CF-1H4-6C-13TC] [6"] Demand Loads Z4 Products Tension Level Rod Bearing Plate Washer Cinch Nut Summary _ C x o at C - a N N L _ U C O C .0 N E o f C N C o 't/! N a/ V1 = C .0 N 01 I— C v v O 7 v C rJ y a I" c > c o Product(s) c .- c v' a� ct o at 0 la 0 o C to O) CO N '- N 0 R Ol w 2 g E— ca _J m o ri a a + m o •c o E O cu C.) w 0 0 0 > Q o U 0 C.) CO` X C co ~ U 4.1[14.CF-1H4-6C- 13TC][6"]-Level 4 A36 1/2 x 72 64.5 4418 0.042 BPW-5 4447 0.019 CNX-4 9204 0.017 0.081 0.140 0.713 (109") 1 I I 3150 3150 72 A361 x 120 13 17671 0.002 4.1[14.CF-1H4-6C- 13TC][6")-Level 3 A36 1 x 120 107 17671 0.065 BPW-9 8958 0.035 CNX-8 29283 0.017 0.123 0.140 0.938 (124") 8400 11550 - A36 1 1/4 x 144 17 27612 0.006 4.1[14.CF-1H4-6C- 13TC][61-Level 2 A36 1 1/4 x 144 115 27612 0.089 BPW-17-6 17161 0.019 CNX-10 54190 0.019 0.133 0.140 0.849 (124") 11900 23450 - B7 1 1/2 x 24 9 82835 0.005 4.1[14.CF-1H4-6C- 13TC][61-Level 1 B7 1 1/2 x 24 15 82835 0.014 BPW-17-6 17161 0.037 CNX-12 82835 0.020 0.136 0.140 0.959 (143") 16450 39900 - A36 2 x 120 120 70686 0.061 A36 2 x 24 8 70686 0.004 �E� PR OFF wa��NG[NEr�s/D�j' 2P cc t- a�� DEFERRED SUBMITTAL REVIEW(THIRD PARTY) c� 'if OREGON V� No exception taken . Make corrections noted ❑ �< `,•1)• i 1 'n OZ �\- Rejected 0 Revise and re-submit 0 /} Submit specified item ❑ Fy CALEO The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the pnmary structure. EXPIRES 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date 01/20/2022 By CH MiTek'Z4 Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems Customer: Pacific Wall Systems Jurisdiction: IBC-WD* 250 Ktug Circle,Corona,CA 92880 Phone:1951)268-3670 I Fax:(9511 245-9552 Wall Framing Report Run: 4. 1 [14.CF-1H4-6C-13TC] [6"] Demand Loads Wall Framing Tension Comp. Level Compression Posts Summary TA' (Towards Wall End) (Towards Wall Center) o a C Ti- TA" :— N a -o c t x N. c.' .O-. .y O C O. O-_0 ,9 p ',- p 'd O •C t N N C C E C a. L d 0 d V .if) - +.-. - J A' •u CO.) c d o o y d C Post Selection w J Post Selection a > o y G) U u. 1N m O lL m N a O in 7 cl C Q. J N @ t d J U U 1- I— £O d U 2 0 wk Q 7 U U 4.1[14.CF-1H4-6C-13TC][6'] Level 4•Wall: 109 2x6 DF No.2[Full Height Post] (1) 5156 109 2x6 DF No.2[Full Height Post] (1) 5156 5.5" 72 2x6 DF No.2[Bridge Post] (1) 5156 72 2x6 DF No.2[Bridge Post] (1) 5156 3150 706 109 Totals: Bridge Posts(Tension Chord) 5156 5156 10313 0.305 Totals: Full Height Posts(Comp.Chord) 5156 5156 19.50 10313 0.068 4.1(14.CF-1H4-6C-13TC][6"]•Level 3-Wall: 123 2x6 DF No.2[Full Height Post] (2) 10313 123 2x6 DF No.2[Full Height Post] (1) 5156 5.5" Totals: Full Height Posts(Tension Chord) 10313 5156 15469 0.543 8400 - 11550 124 Totals: Full Height Posts(Comp.Chord) 10313 5156 19.50 15469 0.747 4.1[14.CF-1H4-6C-13TC][6"]-Level 2-Wall: 123 2x6 DF No.2[FL,ll Height Post] (2) 10313 123 2x6 DF No.2[Full Height Post] (3) 15469 5.5" Totals: Full Height Posts(Tension Chord) 10313 13535 23848 0.499 11900 - 23450 124 Totals: Full Height Posts(Comp.Chord) 10313 15469 19.50 25781 0.910 4.1[14.CF-1H4-6C-13TC][6"]-Level 1-Wall: 142 2x6 DF No.2[Full Height Post] (2) 10313 142 2x6 DF No.2[Full Height Post] (7) 36094 5.5" Totals: Full Height Posts(Tension Chord) 10313 13535 23848 0.690 16450 - 39900 143 Totals: Full Height Posts(Comp.Chord) 10313 36094 19.50 46406 0.860 ��EO PROppS k,, 04G[N�F'9�/0* Ct- 2�P����- '' t' (...4 .-- ) .- e- DEFERRED SUBMITTAL REVIEW(THIRD PARTY) OREGON .) No exception taken • Make corrections rioted ❑ ���'�`,,9'Y 11 2,a4. 2y�,Y� Rejected ❑ Revise and re-submit 0 Y Submit specified item 0 C ALE The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the pnmary structure. EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 0 1/20/2022 Date Of2Cd2o22 By CH --- .. — • — . • r -, r -,nnn nnn-Pno MiTek'ZL" Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems Customer: Pacific Wall Systems Jurisdiction IBC-WD* 250 Klug Circle,Corona,CA 92880 Phone:1951)268-3670 1 Far 1951)245-9653 Product Design Values Report Run: 5. 1 [13.CF-1 H1-6C-TC] [6"] Demand Loads Z4 Products Tension Level Rod Bearing Plate Washer Cinch Nut Summary C _ C 0 _ 0 a) C a N O N 0 --Es O C o-0 C 0) N C Z. C — O O N- C iii in N = ` -0 t - a) m 1- c > c E Product(s) _ -0 . c -a a) d -0 0 o 0 10 0 o c co c co i `co 0�) ` co 0 " m gi J £ m CO o m a_- a m + m 0 c O O U lL C) p U > o Q 0 3 U U U 'O m 1— A O U 5.1[13.CF-1H1-6C-TC] A36 1 x 72 59.5 17671 0.036 BPW-17-6 17161 0.018 CNX-8 29283 0.019 0.080 0.140 0.673 [6"]-Level 3(123") 11550 11550 72 A36 1 1/4 x 144 18 27612 0.007 5.1[13.CF-1H1-6C-TC] A36 1 1/4 x 144 114 27612 0.088 BPW-17-6 17161 0.019 CNX-10 54190 0.019 0.132 0.140 0.849 [61-Level 2(124") 11900 23450 - B7 1 1/2 x 48 10 82835 0.005 5.1[13.CF-1H1-6C-TC] B7 1 1/2 x 48 38 82835 0.034 BPW-17-6 17161 0.037 CNX-12 82835 0.020 0.132 0.140 0.959 [6"]-Level 1(118") 16450 39900 - A36 2 x 72 72 70686 0.037 A36 2 x 24 8 70686 0.004 -<(-9,0 PR ace ��5 �NG,iN4.6) /0* T .ct- 2Pr c- DEFERRED SUBMITTAL REVIEW(THIRD PARTY) /� OREGONA lV No exception taken . Make corrections noted ❑ ��� "�q ' \no V� ��� Rejected 0 Revise and re-submit 0 -r L ' Submit specified item 0 Y C A LE The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date 01/20/2022 By CH v MiTek"Z4 Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems Customer: Pacific Wall Systems Jurisdiction: IBC-WD* 250 Mug Circle,Corona,CA 92880 Phone:1951)2d8-3670 I Fax:(9511245-9653 Wall Framing Report Run: 5. 1 [13.CF-1H1-6C-TC] [6"] Demand Loads Wall Framing Tension Comp. Level Compression Posts Summary N (Towards Wall End) (Towards Wall Center) 0 0 .0 _ •ii V! W — .� N .0 .0 • V7 'O C _ L O ` 0 w in -0 .0 0- 0'6 0 a 0 L C '.0 N C N E (3 N V O y 0) aT. ° u V 0 0 w d C Post Selection @ C •Post Selection •� d 0 -- to Q if N m .N u '- d 0_ Q w _I U !U C C O- N Aco 41) t` I o a -' a v •Q E U U 5.1[13.CF-1H1-6C-TC][6"] Level 3-Wall: 123 2x6 DF No.2[Full Height Post] (1) 5156 123 2x6 DF No.2[Full Height Post] (1) 5156 5.5" 72 2x6 DF No.2[Bridge Post] (2) 10313 72 2x6 DF No.2[Bridge Post] (2) 10313 11550 2803 123 Totals: Bridge Posts(Tension Chord) 10313 10313 20625 0.560 Totals: Full Height Posts(Comp.Chord) 5156 5156 19.50 10313 0.272 5.1[13.CF-1H1-6C-TC][6"]•Level 2-Wall: 123 2x6 DF No.2[Full Height Post] (3) 15469 123 2x6 DF No.2[Full Height Post] (2) 10313 5.5" Totals: Full Height Posts(Tension Chord) 13535 10313 23848 0.499 11900 - 23450 124 Totals: Full Height Posts(Comp.Chord) 15469 10313 19.50 25781 0.910 5.1[13.CF-1H1-6C-TC][6"]-Level 1-Wall: 117 2x6 DF No.2[Full Height Post] (3) 15469 117 2x6 DF No.2[Full Height Post] (6) 30938 5.5" Totals: Full Height Posts(Tension Chord) 13535 13535 27070 0.608 16450 - 39900 118 Totals: Full Height Posts(Comp.Chord) 15469 30938 19.50 46406 0.860 �,skt.o PROFFss �k'5 0NG[NEF9 /D29 2� OREGON (,V DEFERRED SUBMITTAL REVIEW(THIRD PARTY) tr C% No exception taken Make corrections noted 0 ANZ1'Y 11 2°' ?it�� Rejected 0 Revise and re-submit ❑ F [i Submit specified item 0 C A LE The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 0 1/20/2022 Date olnono22 By CH Milik'Z4" Name: TERRACE GLEN APARTMENTS Number: Tie-Down Systems Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Customer: Pacific Wall Systems Jurisdiction IBC-WD* 250 Klug Circle,Corona,CA 92880 Phone:(951)268-3670 I Fax:(951)245-9653 Product Design Values Report Run: 6. 1 [13.CF-1H4-6C-TC] [6"] Demand Loads Z4 Products Tension Level Rod Bearing Plate Washer Cinch Nut Summary = C x o a/ C c v C .0 N .0 LA N E N C C C a, O CO C = (1) cnN en N N C LC �- -.6 �-C F- r, -- Ccco ' ' w °'1- c > Product(s) v vwC In v sNfl ) a C C CO C 19 w co Ja O. m a 03 da y C)+ OC R c3 E g E m _, o U w C.) 0 UA > o F Q oU V U v_ m x c m it 6.1[13.CF•1H4.6C-TC1 A36 1 x 72 60.5 17671 0.037 BPW-17-6 17161 0.018 CNX-8 29283 0.019 0.081 0.140 0.673 [6"]-Level 3(123") 11550 11550 72 A36 1 1/4 x 144 17 27612 0.006 i I 6.1[13.CF-1H4-6C-TC] A36 1 1/4 x 144 115 27612 0.089 BPW-17-6 17161 0.019 CNX-10 54190 0.019 0.133 0.140 0.849 [6"]-Level 2(124") 11900 23450 - B71 1/2 x 24 9 82835 0.005 6.1[13.CF-1H4-6C-TC] B7 1 1/2 x 24 15 82835 0.014 BPW-17-6 17161 0.037 CNX-12 82835 0.020 0.136 0.140 0.959 [6"]-Level 1(143") 16450 39900 - A36 2 x120 120 70686 0.061 A36 2 x 24 8 70686 0.004 � �N ,RED PROFec, 144 GINE9 /02 9 DEFERRED SUBMITTAL REVIEW(THIRD PARTY) v OREGON �l,`V No exception taken • Make corrections noted ❑ �''�`` 4 1 1 ,2°1- y Rejected ❑ Revise and re-submit ❑ / 4- NI Submit specified item ❑ • Y CALev The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers O /2O/2Or�r�GL Date et/20/2022 By CH \a:T_I, r'..,_.:.c:-_..-1 r nnnn'1.1 rUn nj MiTek Z4 Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems Customer: Pacific Wall Systems Jurisdiction: IBC-WD* 250 Klug Circle,Corona,CA 92880 Phone:1951)268-3670 I Fax:(951]245-9653 Wall Framing Report Run: 6. 1 [13.CF-1H4-6C-TC] [6"] Demand Loads Wall Framing Tension Comp. Level Compression Posts Summary rn (Towards Wall End) (Towards Wall Center) o .a C a --in- /q '- _ N -o ) E C L o ` N p L L N IT) C v v C dL d .. d V __. _ -.F.. a J H ' U C y a U V ✓a o o �, J Post Selection J Post Selection E ' Fc o LL N m 'y 11 `7 a) a_ n C) J 0 ' U I-- I- E J o C..) d U VI Q o a V t..) 6.1[13.CF-1H4-6C-TC][6"]•Level 3•Wall: 123 2x6 DF No.2[Full Height Post] (1) 5156 123 2x6 DF No.2[Full Height Post] (1) 5156 5.5" 72 2x6 DF No.2[Bridge Post] (2) 10313 72 2x6 DF No.2[Bridge Post] (2) 10313 11550 2803 123 Totals: Bridge Posts(Tension Chord) 10313 10313 20625 0.560 Totals: Full Height Posts(Comp.Chord) 5156 5156 19.50 10313 0.272 6.1[13.CF-1H4-6C-TC][61 Level 2•Wall: 123 2x6 DF No.2[Full Height Post] (3) 15469 123 2x6 DF No.2[Full Height Post] (2) 10313 5.5" Totals: Full Height Posts(Tension Chord) 13535 10313 23848 0.499 11900 - 23450 124 Totals: Full Height Posts(Comp.Chord) 15469 10313 19.50 25781 0.910 6.1[13.CF-1H4-6C-TC][6"]-Level 1-Wall: 142 2x6 DF No.2[Full Height Post] (3) 15469 142 2x6 DF No.2[Full Height Post] (6) 30938 5.5" Totals: Full Height Posts(Tension Chord) 13535 13535 27070 0.608 16450 - 39900 143 Totals: Full Height Posts(Comp.Chord) 15469 30938 19.50 46406 0.860 ��Ep PROFFS � <o4G,INEE9 s/02 y DEFERRED SUBMITTAL REVIEW(THIRD PARTY) v �1OREGON 41/ No exception taken Make corrections noted ❑ ��AN,., "�Y 1 2. 1,,,.. Rejected ❑ Revise and re-submit ❑ "/� c, Submit specified item ❑ r CALF`' The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the pnmary structure. EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date 01rz0t222 By CH .-. , , -^ , ,,,n, nA:T_I_ r....._:.c:_._..'l r -1 n n n-1InIPaa MiTek'Z4 Name: TERRACE GLEN APARTMENTS Number: Tie-Down Systems Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Customer: Pacific Wall Systems Jurisdiction IBC-WD* 250 Klug Circle,Corona,CA 92880 Phone:1951)268-3670 I Fax:19511245-9653 Product Design Values Report Run: 7. 2 [14.CF-1H1-13TC] [6"] Demand Loads Z4 Products Tension Level Rod Bearing Plate Washer Cinch Nut Summary c C ,,, C c o CD CN _ j) 'O w L C .n in .0 co V NC N O O — C 'O C •r C • ,..-- C O CD z. )y co N y = N0NC VC I— C cu.. 5 w CD CD c c Product(s) o 1.1 c °' CoC> 1 - 0 o Ti-, o i O = c Co R-J m a m � aR J> IL3 ( m o C.) W C.) + c U O> F— QUUV Ts x c m it co o M U 7.2[14.CF-1H1-13TC] A36 1/2 x 120 69.5 4418 0.036 BPW-5 4447 0.015 CNX-4 9204 0.015 0.067 0.140 0.554 [6"]-Level 4(109") 2450 2450 72 A36 7/8 x 120 8 13530 0.001 I I I 7.2[14.CF-1H1-13TC] A36 7/8 x 120 112 13530 0.067 BPW-7 7688 0.027 CNX-7 28187 0.014 0.113 0.140 0.819 [6"]-Level 3(124") 6300 8750 - A36 1 1/8 x 120 12 22365 0.004 7.2[14.CF•1H1-13TC] A36 1 1/8 x 120 108 22365 0.077 BPW-9 8958 0.035 CNX-9 42337 0.014 0.134 0.140 0.938 [61-Level 2(124") 8400 17150 - A36 1 3/8 x 144 16 33410 0.008 7.2[14.CF-1H1.13TC] A36 1 3/8 x 144 116 33410 0.093 BPW-17-6 17161 0.019 CNX-11 51093 0.020 0.138 0.140 0.869 [6"]-Level 1(124") 11900 29050 - A36 1 3/8 x 24 8 33410 0.006 ���0) PR QFFss �c5 */ G- INE'E9 -(4. 9 4 2� � DEFERRED SUBMITTAL REVIEW(THIRD PARTY) c. /� OREGONh lL No exception taken • Make corrections noted ❑ ��� "�,q 'At�`� ��� Rejected ❑ Revise and re-submit ❑ .jam J Submit specified item ❑ C A LE8 The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES- 06/3012022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date 01/20/2022 By CH ur_J......J.... In 1_........_. 'ln'1'1 rl__J.._i r\__]-- '.I_I -- ^--- - -. ..•�- , i. .r. .. ........ ...`.I]..,.� MiTek"Z4 Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States . Tie-Down Systems Customer: Pacific Wall Systems Jurisdiction: IBC-WD" 250 Klug Circle,Corona,CA 92080 Phone:19511268-3670 I Fax:[9511245-9653 Wall Framing Report Run: 7. 2 [14.CF-1 H1-13TC] [6"] Demand Loads Wall Framing Tension Comp. Level Compression Posts Summary (-7, (Towards Wall End) (Towards Wall Center) _ o .0U) V! U! — .- U) co13 = 'a C L• C y O-acu cu eN+ — O u! •O U) -d U) L C U) v U) C Ul E C d L d 0 O' U w . -.5 v J 1l" := U O . C U N U . p N a) z, a 2 y tUv P o v o w J Post Selection @ J Post Selection A E awi ra .� R Q LL 2 m .N LL {5 N 0. Q G) J 0 7 0 ICD a)— I— E CO CO in J 0 0 d E 0 U CO CO ) O d U U 7.2[14.CF-1H1-13TC][6"]-Level 4-Wall: 109 2x6 DF No.2[Full Height Post] (1) 5156 109 2x6 DF No.2[Full Height Post] (1) 5156 5.5" 72 2x6 DF No.2[Bridge Post] (1) 5156 72 2x6 DF No.2[Bridge Post] (1) 5156 2450 549 109 Totals: Bridge Posts(Tension Chord) 5156 5156 10313 0.238 Totals: Full Height Posts(Comp.Chord) 5156 5156 15.00 10313 0.053 7.2[14.CF-1H1.13TC][6")-Level 3•Wall: 123 2x6 DF No.2[Full Height Post] (1) 5156 123 2x6 DF No.2[Full Height Post] (1) 5156 5.5" Totals: Full Height Posts(Tension Chord) 5156 5156 10313 0.611 6300 - 8750 124 Totals: Full Height Posts(Comp.Chord) 5156 5156 15.00 10313 0.848 7.2[14.CF-1H1.13TC][6"]•Level 2-Wall: 123 2x6 DF No.2[Full Height Post] (2) 10313 123 2x6 DF No.2[Full Height Post] (2) 10313 5.5" Totals: Full Height Posts(Tension Chord) 10313 10313 20625 0.407 8400 - 17150 124 Totals: Full Height Posts(Comp.Chord) 10313 10313 15.00 20625 0.832 7.2[14.CF-1H1.13TC][6")•Level 1-Wall: 123 2x6 DF No.2[Full Height Post] (2) 10313 123 2x6 DF No.2[Full Height Post] (4) 20625 5.5" Totals: Full Height Posts(Tension Chord) 10313 13535 23848 0.499 11900 - 29050 124 Totals: Full Height Posts(Comp.Chord) 10313 20625 15.00 30938 0.939 ��EpPROFe 61 , ...''' F9 s-`'* ‘cf -11 cc 2 r DEFERRED SUBMITTAL REVIEW(THIRD PARTY) C OREGONA /1`�j No exception taken • Make corrections noted ❑ ��i�w Y '�1 2°v�A`_ w Rejected 0 Revise and re-submit 0 A. 8 Submit specified item 0 Al.'E The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06/30/202 2 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date 01/20/2022 By CH "- .. — . — . ..T i e - - -'r'----nr ^nnnn1niPaai . .. .,, MiTek'Z4 Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems Customer: Pacific Wall Systems Y Jurisdiction IBC-WD* 250 Mug Circle,Corona,CA 92880 Phone:1951)268-3670 I Fax:(951)245-9653 Product Design Values Report Run: 8. 2 [14.CF-1H1-6C-13TC] [6"] Demand Loads Z4 Products Tension Level Rod Bearing Plate Washer Cinch Nut Summary C x 0 a) in o w t :E.. — u C C -0 'i .a Cr) C C N O — C� '—y wn C w C N O C 'N co N y = C — .O ..0 N o) C f— „' C o C V V y o k— c > c E Product(s) ,= w -o a r a) °) o > 0 io 0 c aaa t � ao` R a) o s y A rn m E g £ m es o m m a + c c o o a+ c� w v 0 0 a) o — o U U U Q m F x O 0 8.2[14.CF-1H1-6C- 13TC][6"]-Level 4 A36 1/2 x 72 63.5 4418 0.032 BPW-5 4447 0.015 CNX-4 9204 0.015 0.065 0.140 0.554 (109") 2450 2450 72 A36 7/8 x 120 14 13530 0.002 8.2[14.CF-1H1-6C- 13TC][6"]-Level 3 A36 7/8 x 120 106 13530 0.064 BPW-7 7688 0.027 CNX-7 28187 0.014 0.111 0.140 0.819 (124") 6300 8750 - A36 1 1/8 x 144 18 22365 0.007 8.2[14.CF-1H1-6C- 13TC][61-Level 2 A36 1 1/8 x 144 114 22365 0.081 BPW-9 8958 0.035 CNX-9 42337 0.014 0.135 0.140 0.938 (124") 8400 17150 - A36 1 3/8 x 120 10 33410 0.005 8.2[14.CF-1H1-6C- 13TC][61-Level 1 A361 3/8 x 120 110 33410 0.088 BPW-17-6 17161 0.019 CNX-11 51093 0.020 0.134 0.140 0.869 (118") 11900 29050 - A36 1 3/8 x 24 8 33410 0.006 _co PRQFF � t LNG{NE'�`S/029 ct• 2� { DEFERRED SUBMITTAL REVIEW(THIRD PARTY) v OREGONA ((� No exception taken • Make corrections noted ❑ ��4 Y 1 I +l0{ice ��� Rejected ❑ Revise and re-submit 0 J Submit specified item 0 Y CALEO The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06I30I2 Q 2 2 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date 01rz0rz022 By CH L A:T_I- r___:r__..-1 r nnnn n4 nRaa MiTek Z4 Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems Customer: Pacific Wall Systems Jurisdiction: IBC-WD* 250 Klug Circle,Corona,CA 92880 Phone:1951)268-3670 I Fax:[951]245-9653 Wall Framing Report Run: 8. 2 [14.CF-1H1-6C-13TC] [6"] Demand Loads Wall Framing Tension Comp. Level Compression Posts Summary N (Towards Wall End) (Towards Wall Center) o -Q c y Sa..•� '� C N Nw --._•:_ L cN '2 N N w •O a1 -O N L E V C .O .0 . N NE dL dL dU Of L • L a J F ' 3 •' U d U p O G1 Of >. V y V O v O N a) J Post Selection •� J Post Selection ,@ Q LL N m 'y LL '- G Q co J U 9-U aa'i d G —� co U O co to E f- r o a a Q 0 0 8.2[14.CF-1H1-6C-13TC][61-Level 4-Wall: 109 2x6 DF No.2[Full Height Post] (1) 5156 109 2x6 DF No.2[Full Height Post] (1) 5156 5.5" 72 2x6 DF No.2[Bridge Post] (1) 5156 72 2x6 DF No.2[Bridge Post] (1) 5156 2450 549 109 Totals: Bridge Posts(Tension Chord) 5156 5156 10313 0.238 Totals: Full Height Posts(Comp.Chord) 5156 5156 15.00 10313 0.053 8.2[14.CF-1H1-6C-13TC][6"]•Level 3-Wall: 123 2x6 DF No.2[Full Height Post] (1) 5156 123 2x6 DF No.2[Full Height Post] (1) 5156 5.5" Totals: Full Height Posts(Tension Chord) 5156 5156 10313 0.611 6300 - 8750 124 Totals: Full Height Posts(Comp.Chord) 5156 5156 15.00 10313 0.848 8.2[14.CF-1H1-6C-13TC][61•Level 2-Wall: 123 2x6 DF No.2[Full Height Post] (2) 10313 123 2x6 DF No.2[Full Height Post] (2) 10313 5.5" Totals: Full Height Posts(Tension Chord) 10313 10313 20625 0.407 8400 - 17150 124 Totals: Full Height Posts(Comp.Chord) 10313 10313 15.00 20625 0.832 8.2[14.CF-1H1-6C-13TC][6"]•Level 1-Wall: 117 2x6 DF No.2[Full Height Post] (2) 10313 117 2x6 DF No.2[Full Height Post] (4) 20625 5.5" Totals: Full Height Posts(Tension Chord) 10313 13535 23848 0.499 11900 - 29050 118 Totals: Full Height Posts(Comp.Chord) 10313 20625 15.00 30938 0.939 �P�p PROFFS � � � ' SS /p2� � 2� � a� e-- DEFERRED SUBMITTAL REVIEW(THIRD PARTY) OI.REGON No exception taken • Make corrections noted ❑ F��9 - ♦ 1,I 'ZQZ�A�� Rejected ❑ Revise and re-submit ❑ k, d `- Submitspecifieditem ❑ CALF The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the pnmary structure. EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 0 1/20/2022 Date 01rz0/22022 By CH ... . . _— . ..,..,.• •A:T_t. r___a:........'1 r -innn -11n1Pa° MiTek'Z4 Name: TERRACE GLEN APARTMENTS Number: Pie-Down Systems Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Customer: Pacific Wall Systems Jurisdiction IBC-WD* 250 Klug Circle,Corona,CA92880 Phone:1951)268-3670 I Fax:(951 j 245-9653 Product Design Values Report Run: 9. 2 [14.CF-1H3-13TC] [6"] Demand Loads Z4 Products Tension Level Rod Bearing Plate Washer Cinch Nut Summary -E c x _ C c 0 Cl.) )0 O N L _ U C C . 'N .Q C) C C N O C. C . z a C an C an o C — c .y an N N = C .a N 0) C H C V �' C a.) V V 0 E v ' °~ Product(s)c a, v 0a o `cR ao 0 ca) o- a. aua a a + 3s T J £ _ E m —I as ow as y c) o c > 0 1- ¢ oci � rn o xoU g ~ a CO 2 0 9.2[14.CF•1H3-13TC] A36 1/2 x 72 63.5 4418 0.032 BPW-5 4447 0.015 CNX-4 9204 0.015 0.065 0.140 0.554 [61•Level 4(109") 2450 2450 72 A36 7/8 x 120 14 13530 0.002 i ! I I I 9.2[14.CF-1H3-13TC] A36 7/8 x 120 106 13530 0.064 BPW-7 7688 0.027 CNX-7 28187 0.014 0.111 0.140 0.819 [61-Level 3(124") 6300 8750 - A36 1 1/8 x 144 18 22365 0.007 9.2[14.CF-1H3-13TC] A36 1 1/8 x 144 114 22365 0.081 BPW-9 8958 0.035 CNX-9 42337 0.014 0.134 0.140 0.938 [61-Level 2(124") 8400 17150 - A36 1 1/2 x 144 10 39761 0.004 9.2[14.CF-1H3-13TC] A36 1 1/2 x 144 134 39761 0.089 BPW-17-6 17161 0.019 CNX-12 82835 0.018 0.131 0.140 0.731 [6"]-Level 1(142") 11900 29050 - A36 1 1/2 x 24 8 39761 0.005 RtiD PROF Q 2 t- DEFERRED SUBMITTAL REVIEW(THIRD PARTY) OREGONA ((� No exception taken N Make corrections noted ❑ ��`,N., "I], 1 a n 0- �� Rejected ❑ Revise and re-submit 0 9 G NO. Submit specified item 0 y C A LEA The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date 01/20/2022 By CH )�/_..j_..-.J_.. -in 1_._.._._. ^)n11 r1.._J.._� r1__'_� ai_t..__ n_.__._.. ••.r_r r r — -....... ..l]nr.� MiTek Z4 Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States • Tie-Down Systems Customer: Pacific Wall Systems Jurisdiction: IBC-WD* 250 Klug Circle,Corona,CA 92880 Phone:1951)268-3670 I Fax:(951j 245-9653 Wall Framing Report Run: 9. 2 [14.CF-1H3-13TC] [6"] Demand Loads Wall Framing Tension Comp. Level Compression Posts Summary (Towards Wall End) (Towards Wall Center) c a c0 y 0 V) `� w . O c a) coc. N u) - y y x rnv nv aL c 2E�i c . aL _c V a wt J ° U c _ l IT O' _ — = c Post Selection _ c Post Selection R £ >_ A O O co N CD In J CO n. a) J U fO U 0 )')' c m e LL" . J y CO N to N F F E O U 0 u)a. E O c.)U 9.2[14.CF-1H3-13TC][61•Level 4•Wall: 109 2x6 DF No.2[Full Height Post] (1) 5156 109 2x6 DF No.2[Full Height Post] (1) 5156 5.5' 72 2x6 DF No.2[Bridge Post] (1) 5156 72 2x6 DF No.2[Bridge Post] (1) 5156 - 2450 549 109 Totals: Bridge Posts(Tension Chord) 5156 5156 10313 0.238 Totals: Full Height Posts(Comp.Chord) 5156 5156 15.00 10313 0.053 9.2[14.CF-1H3-13TC][61-Level 3-Wall: 123 2x6 DF No.2[Full Height Post] (1) 5156 123 2x6 DF No.2[Full Height Post] (1) 5156 5.5" Totals: Full Height Posts(Tension Chord) 5156 5156 10313 0.611 6300 - 8750 124 Totals: Full Height Posts(Comp.Chord) 5156 5156 15.00 10313 0.848 9.2[14.CF-1H3-13TC][6"] Level 2-Wall: 123 2x6 DF No.2[Full Height Post] (2) 10313 123 2x6 DF No.2[Full Height Post] (2) 10313 5.5" Totals: Full Height Posts(Tension Chord) 10313 10313 20625 0.407 8400 - 17150 124 Totals: Full Height Posts(Comp.Chord) 10313 10313 15.00 20625 0.832 9.2[14.CF-1H3-13TC][6"]•Level 1-Wall: 141 2x6 DF No.2[Full Height Post] (2) 10313 141 2x6 DF No.2[Full Height Post] (4) 20625 5.5' Totals: Full Height Posts(Tension Chord) 10313 13535 23848 0.499 11900 - 29050 142 Totals: Full Height Posts(Comp.Chord) 10313 20625 15.00 30938 0.939 ,REp P R OFFS C'S'\ 0NGINE9 s/O�L � -y cc- 2 r iti DEFERRED SUBMITTAL REVIEW(THIRD PARTY) v ‘A AO{,REG�C?N2 (`+ No exception taken . Make corrections noted ❑ i`` • / ''� ,20"� 1�`.' Rejected ❑ Revise and re-submit ❑ 9�L Submit specified item ❑ ! CALF The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06/30/2022 Kramer Gehien and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date 01202022 By CH - - -.. .. — • •. . ..•r-I r.---'"---.n r nnnn n1n-Pao 11AiTek!Z14 Name: TERRACE GLEN APARTMENTS Number: Tie-Down Systems Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Customer: Pacific Wall Systems Jurisdiction IBC-WD* 250 Klug Circle,Corona,CA 92880 Phone:1951)268-3670 I Fax:(951j 245-9653 Product Design Values Report Run: 10. 2 [14.CF-1 H3-6C-13TC] [6"] Demand Loads Z4 Products Tension Level Rod Bearing Plate Washer Cinch Nut Summary c C x _ c 0 a) c a in N .0 U C N) N a) y N C S -0 .an G G a) C) C U I- C = " O 7 C U y 0 an I-- c > c E Product(s) , -3 is o c v' a) a' o a) c `5, 0 oif,U O U CI co cnO 0- A 0- C. m"re- £ caw J A C.) W C.) U p > p- Q o UUU C A x •C lb I- as U 10.2[14.CF-1H3-6C- 13TC][61-Level 4 A36 1/2 x 120 69.5 4418 0.036 BPW-5 4447 0.015 CNX-4 9204 0.015 0.067 0.140 0.554 (109") 2450 2450 72 A36 7/8 x 120 8 13530 0.001 10.2[14.CF-1H3-6C- 13TC][61-Level 3 A36 7/8 x 120 112 13530 0.067 BPW-7 7688 0.027 CNX-7 28187 0.014 0.113 0.140 0.819 (124") 6300 8750 - A36 1 1/8 x 120 12 22365 0.004 10.2[14.CF-1H3-6C- 13TC][61-Level 2 A36 1 1/8 x 120 108 22365 0.077 BPW-9 8958 0.035 CNX-9 42337 0.014 0.132 0.140 0.938 (124") 8400 17150 - A36 1 1/2 x 144 16 39761 0.006 10.2[14.CF-1H3-6C- 13TC][61-Level 1 A36 1 1/2 x 144 128 39761 0.085 BPW-17-6 17161 0.019 CNX-12 82835 0.018 0.127 0.140 0.731 (136") 11900 29050 - A36 1 1/2 x 24 8 39761 0.005 �o4 Ep PR Op 7,4N ,F�c9 f02 2(a�I DEFERRED SUBMITTAL REVIEW(THIRD PARTY) v OREGONn rl,L No exception taken in Make corrections noted D �''��� .q t' \n0 v� �w Rejected El Revise and re-submit ❑ I G Submit specified item ❑ �" cALE$ The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date 01/20/2022 Dy CH n o.,-_1_ -.___r___ .„ -.,,,,1. -..,.-.Q,r,,IMMIIII MiTek'Z4 Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems Customer: Pacific Wall Systems Jurisdiction: IBC-WD* 250 Klug Circle,Corona,CA 92880 Phone:1951]268-3670 I Fax:(951)245-9653 Wall Framing Report Run: 10. 2 [14.CF-1H3-6C-13TC] [6") Demand Loads Wall Framing Tension Comp. Level Compression Posts Summary (Towards Wall End) (Towards Wall Center) a 12 0 y N N _ v U) In Y C L O N cn •a to -a N L O E N 15 .0 d L -O a 0 a 0 a V a) t t J N ,' U L L ' U dU p —y ', iT T rn o o uy, d d Post Selection .3 J Post Selection cs E > 0 >_ a- d .y m co li y J a. G 0 J C) 1, C 0 1.— ~ ea w E J cn O .) E O a U O 0 in a Q 0 0 10.2[14.CF-1H3-6C-13TC][61-Level 4 109 2x6 DF No.2[Full Height Post] (1) 5156 109 2x6 DF No.2[Full Height Post] (1) 5156 Wall:5.5" 72 2x6 DF No.2[l3ridge Post] (1) 5156 72 2x6 DF No.2[Bridge Post] (1) 5156 2450 549 109 Totals: Bridge Posts(Tension Chord) 5156 5156 10313 0.238 Totals: Full Height Posts(Comp.Chord) 5156 5156 15.00 10313 0.053 10.2[14.CF-1H3.6C•13TC][6"]-Level 3 123 2x6 DF No.2[Full Height Post] (1) 5156 123 2x6 DF No.2[Full Height Post] (1) 5156 Wall:5.5" Totals: Full Height Posts(Tension Chord) 5156 5156 10313 0.611 6300 - 8750 124 Totals: Full Height Posts(Comp.Chord) 5156 5156 15.00 10313 0.848 10.2[14.CF-1H3.6C-13TC)[6"] Level 2 123 2x6 DF No.2[Full Height Post] (2) 10313 123 2x6 DF No.2[Full Height Post] (2) 10313 Wall:5.5" Totals: Full Height Posts(Tension Chord) 10313 10313 20625 0.407 8400 - 17150 124 Totals: Full Height Posts(Comp.Chord) 10313 10313 15.00 20625 0.832 10.2[14.CF-1H3-6C-13TC][6"]-Level 1 135 2x6 DF No.2[Full Height Post] (2) 10313 135 2x6 DF No.2[Full Height Post] (4) 20625 Wall:5.5" Totals: Full Height Posts(Tension Chord) 10313 13535 23848 0.499 11900 - 29050 136 Totals: Full Height Posts(Comp.Chord) 10313 20625 15.00 30938 0.939 �a PROFFS ��� LNG[NEF9 d,04- a� 1— DEFERRED SUBMITTAL REVIEW(THIRD PARTY) v �tOREGON lL No exception taken . Make corrections noted ❑ F�•R "7 Y 1 1 20 ft. Rejected ❑ Revise and re-submit ❑ �i A 8 `_ Submit specified item 0 A L� The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the pnmary structure. EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date 01202022 By CH --- . • __ . _— ... .- •- - n- _ -_, na:-r_i. r.___:c:__.n r nnnn n-n+Pao MiTek'ZL Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems Customer: Pacific Wall Systems Jurisdiction IBC-WD* 250 Klug Circle,Corona,CA92880 Phone:1951)268-3670 I Fax:)951[245-9653 Product Design Values Report Run: 11. 2 [14.CF-1H4-13TC] [6"] Demand Loads Z4 Products Tension Level Rod Bearing Plate Washer Cinch Nut Summary c C x 0 w - ' a in 0 N 0 _ ..� f.1 C O C - N C N C N o 0 c .y co w y C -0 .0 d w 01 C C ~ C = .v O 7 ` C U N N I- > c Eo Product(s) 15 V . o v' m °� o O) ca m O U U o ci a' a 6 o .� o t C m rn m w CO m En a�i m . m o r,. m w a 2 + a o = J U p 0 0 W U a U > 1° a O` U -c x c m itU 11.2[14.CF-1H4-13TC] A36 1/2 x 72 58.5 4418 0.030 BPW-5 4447 0.015 CNX-4 9204 0.015 0.064 0.140 0.554 [61-Level 4(109") 2450 2450 72 A36 7/8 x 144 19 13530 0.003 11.2[14.CF-1H4-131C] A36 7/8 x 144 113 13530 0.068 BPW-7 7688 0.027 CNX-7 28187 0.014 0.113 0.140 0.819 [6"]-Level 3(124") 6300 8750 - A36 1 1/8 x 120 11 22365 0.004 11.2[14.CF•1 H4.13TC] A36 1 1/8 x 120 109 22365 0.078 BPW-9 8958 0.035 CNX-9 42337 0.014 0.133 0.140 0.938 [61-Level 2(124") 8400 17150 - A36 1 1/2 x 36 15 39761 0.006 11.2[14.CF-1H4-13TC] A36 1 1/2 x 36 21 39761 0.014 BPW-17-6 17161 0.019 CNX-12 82835 0.018 0.135 0.140 0.731 [6"]-Level 1(149") 11900 29050 - A361 1/2 x 120 120 39761 0.079 A36 1 1/2 x 24 8 39761 0.005 �tiRED PROtte, 7,4 \ Ge-- ) L v� OREGON � DEFERRED SUBMITTAL REVIEW(THIRD PARTY) '2(�Z� �0 No exception taken II Make corrections noted ❑ AN„ "1� Rejected El Revise and re-submit El '7'C' I Submit specified item ❑ ` CALE'a The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: O V/30/2 d22 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date 01/202022 By CH 1l1/_J-__J_.. �(� I_._.._._. 1n11 n__J.._i 11__:�� ,i_I..__ r'___ ••T ' .- ,. -� .-....... .....Q.�..� MiTek'Z4 Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems Customer: Pacific Wall Systems Jurisdiction: IBC-WD* 250 Klug Circle,Corona,CA 92880 Phone:1951)268-3670 I Fax:(951)245-9653 Wall Framing Report Run: 11. 2 [14.CF-1 H4-13TC] [61 Demand Loads Wall Framing Tension Comp. Level Compression Posts Summary i7 (Towards Wall End) (Towards Wall Center) 0 c 2 �— a -• �v c s c n P—'eL.so x 413 N'O V. 'E N L c N c H _ E aL at aV J -.F. y m ' C.) .w c U a' _ _ c Post Selection w d Post Selection En Y d a. a n y 0 O S in C) J A J A E N tC A co C, a y m N lL y O• G C) J c.) U 0 I- 1- E J a v a v Q 0 U V 11.2[14.CF-1H4.13TC][61-Level 4-Wall: 109 2x6 DF No.2[Full Height Post] (1) 5156 109 2x6 DF No.2[Full Height Post] (1) 5156 5.5" 72 2x6 DF No.2[Bridge Post] (1) 5156 72 2x6 DF No.2[Bridge Post] (1) 5156 2450 549 109 Totals: Bridge Posts(Tension Chord) 5156 5156 10313 0.238 Totals: Full Height Posts(Comp.Chord) 5156 5156 16.50 10313 0.053 11.2[14.CF-1H4.13TC][61-Level 3-Wall: 123 2x6 DF No.2[Full Height Post] (1) 5156 123 2x6 DF No.2[Full Height Post] (1) 5156 5.5" Totals: Full Height Posts(Tension Chord) 5156 5156 10313 0.611 6300 - 8750 124 Totals: Full Height Posts(Comp.Chord) 5156 5156 16.50 10313 0.848 11.2[14.CF•1H4-13TC][6"]-Level 2-Wall: 123 2x6 DF No.2[Full Height Post] (2) 10313 123 2x6 DF No.2[Full Height Post] (2) 10313 5.5" Totals: Full Height Posts(Tension Chord) 10313 10313 20625 0.407 8400 - 17150 124 Totals: Full Height Posts(Comp.Chord) 10313 10313 16.50 20625 0.832 11.2[14.CF-1H4-13TC][6"]•Level 1-Wall: 148 2x6 DF No.2[Full Height Post] (2) 10154 148 2x6 DF No.2[Full Height Post] (5) 25385 5.5" Totals: Full Height Posts(Tension Chord) 10154 13327 23481 0.507 11900 29050 149 Totals: Full Height Posts(Comp.Chord) 10154 25385 16.50 35539 0.817 <<-WO PROF4c- SS ��� cNG]NFcR /O* 2 DEFERRED SUBMITTAL REVIEW(THIRD PARTY) rr OREGON ..) No exception taken • Make corrections noted ❑ \ k9Y'�l+s7 Rejected 0 Revise and re-submit ❑ TY n Submit specified item 0 ��V The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06/3012022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date 0120/2022 By CH - - -- ... .. — . — . . .-r , r _ -, r -,.,.,n -,n nnPaarill=1111111 w< MiTek'Z6 Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems Customer: Pacific Wall Systems Y Jurisdiction IBC-WD* 250 Klug Circle,Corona,CA 92680 Phone:1951)26E-3670 I Fax:(951)245-9653 Product Design Values Report Run: 12. 2 [14.CF-1 H4-6C-13TC] [61 Demand Loads Z4 Products Tension Level Rod Bearing Plate Washer Cinch Nut Summary c c x 0 0 c c _ -o U) N C ...a. (� C C N LI) y C tl) _C i%) o O r- c O C _ 'y N G) N N C la .0 0 o) C F- _ " c U C l) �- V V 1— c > W E Product(s) t .2 � olo w a) °) 0 d o .jp O �.+ c 107 a) N y m 0 m 13) > a) . c a p. _ a. a + 7. 3 c J m J m O m O O 0 W 0 O U > F Q O 3co 0 0 U C m x c m ~ g 0 12.2[14.CF-1H4-6C- 13TC][6"]-Level 4 A36 1/2 x 72 64.5 4418 0.033 BPW-5 4447 0.015 CNX-4 9204 0.015 0.066 0.140 0.554 (109") 2450 2450 72 A36 7/8 x 120 13 13530 0.002 12.2[14.CF-1 H4-6C- 13TC][61-Level 3 A36 7/8 x 120 107 13530 0.064 BPW-7 7688 0.027 CNX-7 28187 0.014 0.111 0.140 0.819 (124") 6300 8750 - A36 1 1/8 x 144 17 22365 0.006 12.2[14.CF-1H4-6C- 13TC][61-Level 2 A36 1 1/8 x 144 115 22365 0.082 BPW-9 8958 0.035 CNX-9 42337 0.014 0.135 0.140 0.938 (124") 8400 17150 - A36 1 1/2 x 144 9 39761 0.004 12.2[14.CF-1H4-6C- 13TC][6"j-Level 1 A36 1 1/2 x 144 135 39761 0.089 BPW-17-6 17161 0.019 CNX-12 82835 0.018 0.131 0.140 0.731 (143') 11900 29050 - A36 1 1/2 x 24 8 39761 0.005 \fQ`ED PROPe kNc 04G[NEF9 zO'r✓ 7 ct 2� � DEFERRED SUBMITTAL REVIEW(THIRD PARTY) v OREGONA\ G!,(j No exception taken a Make corrections noted ❑ ����i4 I AO ti Q.� Rejected ❑ Revise and re-submit ❑ 9L, / ' L- a Submit specified item 0 C ALee' The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06130f2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date 0120/2022 By CH ter► ----- MiTek•Z4 Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems Customer: Pacific Wall Systems Jurisdiction: IBC-WD* 250 Klug Circle,Corona,CA 9288D Phone:19511268-3670 I Fax:(951)245-9653 Wall Framing Report Run: 12. 2 [14.CF-1H4-6C-13TC] [6"] Demand Loads Wall Framing Tension Comp. Level Compression Posts Summary (Towards Wall End) (Towards Wall Center) o to to w- w•E C L c N i N X -13 p .- 00� pt L 7 in N c N0 E tt• C 'U dO p N O) v a) >. F- V y v rn o o N d d Post Selection ca J Post Selection >_ lL N m a LL d N J C 0. cu J o N U o C C o. J in CO in co in 7 i- I°—) E a v 0_ c� cn a E o U U 12.2[14.CF•1H4-6C-13TC][6"]-Level 4• 109 2x6 DF No.2[Full Height Post] (1) 5156 109 2x6 DF No.2[Full Height Post] (1) 5156 Wall:5.5" 72 2x6 DF No.2[Bridge Post] (1) 5156 72 2x6 DF No.2[Bridge Post] (1) 5156 2450 549 109 Totals: Bridge Posts(Tension Chord) 5156 5156 10313 0.238 Totals: Full Height Posts(Comp.Chord) 5156 5156 15.00 10313 0.053 12.2[14.CF•1H4-6C-13TC][6"]-Level 3 123 2x6 DF No.2[Full Height Post] (1) 5156 123 2x6 DF No.2[Full Height Post] (1) 5156 Wall:5.5" Totals: Full Height Posts(Tension Chord) 5156 5156 10313 0.611 6300 - 8750 124 Totals: Full Height Posts(Comp.Chord) 5156 5156 15.00 10313 0.848 12.2[14.CF•1H4-6C-13TC][6"]-Level 2 123 2x6 DF No.2[Full Height Post] (2) 10313 123 2x6 DF No.2[Full Height Post] (2) 10313 Wall:5.5" Totals: Full Height Posts(Tension Chord) 10313 10313 20625 0.407 8400 - 17150 124 Totals: Full Height Posts(Comp.Chord) 10313 10313 15.00 20625 0.832 12.2[14.CF-1H4-6C-13TC][61-Level 1 142 2x6 DF No.2[Full Height Post] (2) 10313 142 2x6 DF No.2[Full Height Post] (4) 20625 Wall:5.5" Totals: Full Height Posts(Tension Chord) 10313 13535 23848 0.499 11900 - 29050 143 Totals: Full Height Posts(Comp.Chord) 10313 20625 15.00 30938 0.939 ��REp PROFFs ��� $iNE F'9 si0* Q • 2 P , `- iiII e a--- ) L DEFERRED SUBMITTAL REVIEW(THIRD PARTY) C OREGON ..) No exception taken . Make corrections noted ❑ ,C� 4 y y 2a2�pr' Rejected ❑ Revise and re-submit ❑ k. n Submit specified item 0 CAf`E The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 0 1/20/2022 Date D1/20/2022 By CH --- ... - - . ..r I r - - -'"---.„ -mnn-nan.,Paa AliiTek'Z4 Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems Customer: Pacific Wall Systems Jurisdiction IBC-WD* 250 Klug Circle,Corona,CA 92880 Phone:1951)268-3670 I Fax:[951)245-9653 Product Design Values Report Run: 13. 2 [13.CF-1H1-6C-TC] [6"] Demand Loads Z4 Products Tension Level Rod Bearing Plate Washer Cinch Nut Summary c 0 N inN L V = m C O N O ce c E L 3.. O 3 . O 0 N N N N F- c > c O Product(s) u is o u U o u °ta p R 01 3 m CD co c a c °' a 2- - 3 c J N 0 @ y A O - O E p y U W U a o > F— Q O 7 a7 U U U ` m O m ~ U 13.2[13.CF-1H1-6C-TC] A36 7/8 x 72 59.5 13530 0.036 BPW-9 8958 0.038 CNX-7 28187 0.016 0.097 0.140 0.977 [6"]-Level 3(123") 8750 8750 72 A361 1/8 x 144 18 22365 0.007 13.2[13.CF-1H1-6C-TC] A36 1 1/8 x 144 114 22365 0.081 BPW-9 8958 0.035 CNX-9 42337 0.014 0.135 0.140 0.938 [6"]-Level 2(124") 8400 17150 - A36 1 3/8 x 120 10 33410 0.005 13.2[13.CF•1H1.6C•TC] A36 1 3/8 x 120 110 33410 0.088 BPW-17-6 17161 0.019 CNX-11 51093 0.020 0.134 0.140 0.869 [6"]-Level 1(118") 11900 29050 - A36 1 3/8 x 24 8 33410 0.006 .�ti�ED P R OF4c, �5 �NG[NE'kcq �02 'S7 v OREGON 4/DEFERRED SUBMITTAL REVIEW(THIRD PARTY) nr, No exception taken • Make corrections noted ❑ �#% 4)i 1 1 2°v��f.v Rejected 0 Revise and re-submit 0 ,Y Submit specified item 0 C A LE The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06/30/2022 Kramer Gehien and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date 0120/2022 By CH MiTek Z4 Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems Customer: Pacific Wall Systems Jurisdiction: IBC-WD* 250 Klug Circle,Corona,CA 9288D Phone:1951)268-3670 I Fax:(9511 245-9653 Wall Framing Report Run: 13. 2 [13.CF-1H1-6C-TC] [61 Demand Loads Wall Framing Tension Comp. Level Compression Posts Summary (Towards Wall End) (Towards Wall Center) o n C M Cn % C � .0 (1)enN — Ca -O C - C y EL.! x •O coO 1N in C C 01 O 2 Q.0 N a ; c a E c c, on o " a a) 0 >,t t t — = d — J Nw o o w d Post Selection d Post Selection > i° > i6 rn n _ n 2 lL co a C co u. d > J O- J 0- N J U -U fas Ca °' E J a U 0 C' a U U 13.2[13.CF-1H1-6C-TC][61•Level 3•Wall: 123 2x6 DF No.2[Full Height Post] (1) 5156 123 2x6 DF No.2[Full Height Post] (1) 5156 5.5" 72 2x6 DF No.2[Bridge Post] (1) 5156 72 2x6 DF No.2[Bridge Post] (1) 5156 - 8750 2124 123 Totals: Bridge Posts(Tension Chord) 5156 5156 10313 0.848 Totals: Full Height Posts(Comp.Chord) 5156 5156 15.00 10313 0.206 13.2[13.CF-1H1-6C-TC][6"]-Level 2-Wall: 123 2x6 DF No.2[Full Height Post] (2) 10313 123 2x6 DF No.2[Full Height Post] (2) 10313 5.5" Totals: Full Height Posts(Tension Chord) 10313 10313 20625 0.407 8400 - 17150 124 Totals: Full Height Posts(Comp.Chord) 10313 10313 15.00 20625 0.832 13.2[13.CF-1H1-6C-TC][6"]-Level 1-Wall: 117 2x6 DF No.2[Full Height Post] (2) 10313 117 2x6 DF No.2[Full Height Post] (4) 20625 5.5" Totals: Full Height Posts(Tension Chord) 10313 13535 23848 0.499 11900 - 29050 118 Totals: Full Height Posts(Comp.Chord) 10313 20625 15.00 30938 0.939 'c.-,i0 PR OFeSS S . ,' G-' 9 /02 2 -9r v OREGON DEFERRED SUBMITTAL REVIEW(THIRD PARTY) �� C..)OREGON No exception taken . Make corrections noted ❑ AN 4"1-7 Y i i 'ZQ���� Rejected ❑ Revise and re-submit ❑ •Y Submit specified item 0 C A LE e. The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the prmary structure. EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date otrz0r2022 By CH MiTek'Z4 Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems Customer: Pacific Wall Systems Jurisdiction IBC-WD* 250 Klug Circle,Corona,CA 92880 Phone:(951)268-3670 I Fax:C9511245-9653 Product Design Values Report Run: 15. 3 [14.CF-1H1-13TC] [6"] Demand Loads Z4 Products Tension Level Rod Bearing Plate Washer Cinch Nut Summary c c x _ — C 0 C) N 1; L _ N — C"' N C N Cl) C C -0 . .0 ca C tl) O 0 = C O -=. c •FL C •p . .a C) coN a+ w = C U ( V t— T I— 0 Product(s) rn u R o ` m a o I.' it zm A-J o U lJ o_ my U 0 a A + O U o > I— Q U (.3U 201 x .m etU 15.3[14.CF-1H1-13TC] A36 1/2 x 120 69.5 4418 0.030 BPW-5 4447 0.013 CNX-4 9204 0.014 0.059 0.140 0.475 [6"]-Level 4(109") 2100 2100 72 A36 3/4 x 120 8 9940 0.002 15.3[14.CF•1H1-13TC] A36 3/4 x 120 112 9940 0.067 BPW-5 4779 0.031 CNX-6 16942 0.016 0.119 0.140 0.879 [6"]-Level 3(124") 4200 6300 - A36 7/8 x 120 12 13530 0.005 15.3[14.CF-1H1.13TC] A36 7/8 x 120 108 13530 0.094 BPW-7 7688 0.027 CNX-7 28187 0.014 0.141 0.140 0.931 [6"]-Level 2(124") 6300 12600 - A36 1 1/4 x 144 16 27612 0.007 15.3[14.CF-1H1-13TC] A36 1 1/4 x 144 116 27612 0.085 BPW-11 10735 0.031 CNX-10 54190 0.018 0.140 0.140 0.880 [6"]-Level 1(124") 9450 22050 - A36 1 1/4 x 24 8 27612 0.006 � ,��� PROFFs, mac, oG]N4E9 >d2 � 2� �'f v OREGON 'I. DEFERRED SUBMITTAL REVIEW(THIRD PARTY) n� V� No exception taken Make corrections noted ❑ ��(��q y 1 1 1 n O v Rejected ❑ Revise and re-submit 0 'Y L- y Submit spedfied item ❑ C A LE The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the pnmary structure EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date 01/20/2022 By CH \R)..J—__J_.. In 1-..�...-.-.. '1/11'1 n__J.._i �__._.._ \i_1_ __ r _ __._� ..T i r- r �.r• ^.��..-.w�nri� MiTek'Z4 Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems Customer: Pacific Wall Systems Jurisdiction: IBC-WD* z 250 Klug Circle,Corona,CA 92880 Phone:19511268-3670 I Fax:(9511 245-9653 Wall Framing Report Run: 15. 3 [14.CF-1H1-13TC] [6"] Demand Loads Wall Framing Tension Comp. Level Compression Posts Summary I to (Towards Wall End) (Towards Wall Center) o y 4J Ul to N aO'.- C_ _C a N d y x /A -o N'O N L C te c N Jo E .Q 46 a. o a. o a.0 a s Q t J N ' �+ =0 01 U 2 CO = 07 .T, tT .T. ?. ~ V o V tT Post Selection d Post Selection •Ll - > o. >_ . 'rn C , . — N _ In m N N U J @ E G7 m N LL C l.L i o .- 0. 0. N J U U 0 co tn co tn °— t~ E t. J ao v a 0 Q E. o 0 0 15.3[14.CF-1H1.13TC][61-Level 4•Wall: 109 2x6 DF No.2[Full Height Post] (1) 5156 109 2x6 DF No.2[Full Height Post] (1) 5156 5.5" 72 2x6 DF No.2[Bridge Post] (1) 5156 72 2x6 DF No.2[Bridge Post] (1) 5156 2100 471 109 Totals: Bridge Posts(Tension Chord) 5156 5156 10313 0.204 Totals: Full Height Posts(Comp.Chord) 5156 5156 13.50 10313 0.046 15.3[14.CF-1H1-13TC][6"]-Level 3-Wall: 123 2x6 DF No.2[Full Height Post] (1) 5156 123 2x6 DF No.2[Full Height Post] (1) 5156 5.5" Totals: Full Height Posts(Tension Chord) 5156 5156 10313 0.407 4200 - 6300 124 Totals: Full Height Posts(Comp.Chord) 5156 5156 13.50 10313 0.611 15.3[14.CF-1H1-13TC][6"]•Level 2-Wall: 123 2x6 DF No.2[Full Height Post] (2) 10313 123 2x6 DF No.2[Full Height Post] (1) 5156 5.5" Totals: Full Height Posts(Tension Chord) 10313 5156 15469 0.407 6300 - 12600 124 Totals: Full Height Posts(Comp.Chord) 10313 5156 13.50 15469 0.815 15.3[14.CF-1H1.13TC](6"]-Level 1•Wall: 123 2x6 DF No.2[Full Height Post] (2) 10313 123 2x6 DF No.2[Full Height Post] (3) 15469 5.5" Totals: Full Height Posts(Tension Chord) 10313 13535 23848 0.396 9450 - 22050 124 Totals: Full Height Posts(Comp.Chord) 10313 15469 13.50 25781 0.855 o PROPeo �co, LNG[NEF9 s'0* 17 CC* 2 ce DEFERRED SUBMITTAL REVIEW(THIRD PARTY) V� �fOREGON fly No exception taken . Make corrections noted E '�x9 'l�„ ,�1 ,2°2 NI Rejected 0 Revise and re-submit 0 �,_ ^ En Submit specified item 0 ! C A V The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date 01/20%2022 By CH --- -- . ---- ... ,. .- • •. ..IT-'-.___[C-_--'1 r' 'lllllll n 1n 1Paa MiTik•Z4 Name: TERRACE GLEN APARTMENTS Number: Tie-Dawn Systems Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Customer: Pacific Wall Systems Jurisdiction IBC-WD* 250 Klug Circle,Carona,CA 92880 Phone:1951)268-3670 I Fax:(951]245-9653 Product Design Values Report Run: 16. 3 [14.CF-1H1-6C-13TC] [6"] Demand Loads Z4 Products Tension Level Rod Bearing Plate Washer Cinch Nut Summary c c x- c 0 a)c " — -0u' •D a L c ON C - ,.0 07 W _ a C a O 0 - C W C -0 _ -0 J? G) 0) a .a-. 5 r C 1- ` C u C u a) a O 7 7 N 1- c > c E Product(s) rn a o is o a) °) a o 0 a 0) n 'IT, 0 o a n c a a °) a Q o 3 c A I � £ m CO j m `a) ru + T. o - -r U =0 CD U w U U > I-O Q O 0 v CO c m ItCO U 16.3[14.CF-1H1.6C- 13TC][61-Level 4 A36 1/2 x 72 63.5 4418 0.028 BPW-5 4447 0.013 CNX-4 9204 0.014 0.058 0.140 0.475 (109") 2100 2100 72 A36 3/4 x 120 14 9940 0.003 16.3[14.CF-1H1-6C- 13TC][61-Level 3 A36 3/4 x 120 106 9940 0.063 BPW-5 4779 0.031 CNX-6 16942 0.016 0.118 0.140 0.879 (124") 4200 6300 - A36 7/8 x 144 18 13530 0.008 16.3[14.CF-1H1.6C- 13TC][61-Level 2 A36 7/8 x 144 114 13530 0.099 BPW-7 7688 0.027 CNX-7 28187 0.014 0.144 0.140 0.931 (124") 6300 12600 - A36 1 1/4 x 120 10 27612 0.004 16.3[14.CF-1H1-6C- 13TC][61-Level 1 A36 1 1/4 x 120 110 27612 0.080 BPW-11 10735 0.031 CNX-10 54190 0.018 0.135 0.140 0.880 (118") 9450 22050 - A36 1 1/4 x 24 8 27612 0.006 \��EO PROFex+ Q��� �iJC,INE9 /o29 2 r' DEFERRED SUBMITTAL REVIEW(THIRD PARTY) c. OREGON 0((7 �No exception taken . Make corrections noted ❑ ��, it, OREGON y Zp2 Rejected El Revise 11 ,Revise and re-submit 0 ep2 .os Submit specified item 0 Y C A LE" The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. Kramer Gehlen and Associates,Inc. EXPIRES: 06/30/2022 Consulting Structural Engineers 01/20/2022 Date Di/20/22o22 By CH ..•r_r , •r• •,,,,,,, -...,Dnr,llIllrAIIII MiTek'Z4 Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems Customer: Pacific Wall Systems Jurisdiction: IBC-WD* 250 Klug Circle,Corona,CA 92880 Phone:19511 268-36 70 I Fax:(9511 245-9653 Wall Framing Report Run: 16. 3 [14.CF-1H1-6C-13TC] [61 Demand Loads Wall Framing Tension Comp. Level Compression Posts Summary ((Towards Wall End) (Towards Wall Center) o .0 C .. u,to V N 'E _ LN 0= n N � N . a G ao ao ace rn a en aci c o _ -C L _ t _ .0 - m �' C 0 a> f- - U c _ = v C = a _ c Post Selectioncn d Post Selection - a d Q > 0. y .O - O N N J N J to E A N R 0 GI a m .N LL d > Q Q ar _J 0 U C C p, J Vl .5 N 16 U) 7 0 CD E U U m E o a a a U 0 16.3[14.CF-1H1-6C-13TC][6"]-Level 4 109 2x6 DF No.2[Full Height Post] (1) 5156 109 2x6 DF No.2[Full Height Post] (1) 5156 Wall:5.5" 72 2x6 DF No.2[Bridge Post] (1) 5156 72 2x6 DF No.2[Bridge Post] (1) 5156 - 2100 471 109 Totals: Bridge Posts(Tension Chord) 5156 5156 10313 0.204 Totals: Full Height Posts(Comp.Chord) 5156 5156 13.50 10313 0.046 16.3[14.CF-1H1-6C•13TC][6"]-Level 3 123 2x6 DF No.2[Full Height Post] (1) 5156 123 2x6 DF No.2[Full Height Post] (1) 5156 Wall:5.5" Totals: Full Height Posts(Tension Chord) 5156 5156 10313 0.407 4200 - 6300 124 Totals: Full Height Posts(Comp.Chord) 5156 5156 13.50 10313 0.611 16.3[14.CF-1H1-6C•13TC][6"]-Level 2• 123 2x6 DF No.2[Full Height Post] (2) 10313 123 2x6 DF No.2[Full Height Post] (1) 5156 Wall:5.5" Totals: Full Height Posts(Tension Chord) 10313 5156 15469 0.407 6300 - 12600 124 Totals: Full Height Posts(Comp.Chord) 10313 5156 13.50 15469 0.815 16.3[14.CF-1H1.6C-13TC][6"] Level 1 117 2x6 DF No.2[Full Height Post] (2) 10313 117 2x6 DF No.2[Full Height Post] (3) 15469 Wall:5.5" Totals: Full Height Posts(Tension Chord) 10313 13535 23848 0.396 9450 - 22050 118 Totals: Full Height Posts(Comp.Chord) 10313 15469 13.50 25781 0.855 - -,i0 PRQp SS 2 ,- DEFERRED SUBMITTAL REVIEW(THIRD PARTY) v OREGON �T �J 1. 2N V� No exception taken • Make corrections noted ❑ AN '7 11 2� �V- Rejected 0 Revise and re-submit El y�\� Submit specified item ❑ ! CA L.03 The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date 01120/2022 By CH --- ... - - . - MiTek'ZL Name: TERRACE GLEN APARTMENTS Number: Tie-Down Systems Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Customer: Pacific Wall Systems Jurisdiction IBC-WD* 250 Klug Circle,Corona,CA 92880 Phone:1951)268-3670 I Fax Product Design Values Report Run: 17. 3 [14.CF-1H1-4H1-6C-13TC] [611] Demand Loads Z4 Products Tension Level Rod Bearing Plate Washer Cinch Nut Summary c 0 x . 0 CD ( V in O N t J C C .0 .N LA y _ to C Ca) N o o CO C _ — _ C ..... = r O C 2 y C) I0/ c > c E Product(s) c -a T y a\ a 7 y O •;a O f✓ C \a a) co a�i R + - ra cn aCi £ E m et m o IZ A y IZ c + is o3 C U V V W U r7 U T. H Q 2 U v_ x c m` ~ M v 17.3[14.CF-1H1-4H1-6C -13TC][61-Level 4 A36 1/2 x 120 81.5 4418 0.036 BPW-5 4447 0.013 CNX-4 9204 0.014 0.066 0.140 0.475 (145") 2100 2100 90 A36 3/4 x 120 14 9940 0.003 17.3[14.CF-1H1-4H1-6C -13TC][61-Level 3 A36 3/4 x 120 106 9940 0.063 BPW-5 4779 0.031 CNX-6 16942 0.016 0.118 0.140 0.879 (124") 4200 6300 - A36 7/8 x 144 18 13530 0.008 17.3[14.CF-1H1.4H1.6C -13TC][611]-Level 2 A36 7/8 x 144 114 13530 0.099 BPW-7 7688 0.027 CNX-7 28187 0.014 0.144 0.140 0.931 (124") 6300 12600 - A361 1/4 x 120 10 27612 0.004 17.3[14.CF-1H1-4H1-6C -13TC][61-Level 1 A36 1 1/4 x 120 110 27612 0.080 BPW-11 10735 0.031 CNX-10 54190 0.018 0.135 0.140 0.880 (118") 9450 22050 - A36 1 1/4 x 24 8 27612 0.006 " -'1.% PR°FFss �cl �,, G- N F9 �02 9 DEFERRED SUBMITTAL REVIEW(THIRD PARTY) t. OREGON �!(7 No exception taken Make corrections noted ❑ ��A,,(.,4 Y 1 1 \2.0 V �� Rejected CI and re-submit ❑ � C A C Submit specified item 0 Y CALEO The documents contained herein have been reviewed by this --- office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date o11202022 By OH , MiTek'Z4 Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems Customer: Pacific Wall Systems Jurisdiction: IBC-WD* 250 Kiug Circle,Corona,CA 92880 Phone:1951126E-3670 I Fax:(951)245-9553 Wall Framing Report Run: 17. 3 [14.CF-1H1-4H1-6C-13TC] [61 Demand Loads Wall Framing Tension Comp. Level Compression Posts Summary y (Towards Wall End) (Towards Wall Center) o .0 C 'y N• N (0 Tn. •ON -6 o 2• = v ' _0 -G_ y C y E - C a. o . o a. C) -C-C :F. .2 JCZ., O p 2. _ .0 _ _ rn d Post Selection d Post Selection ' o d CO >_ o y itin m .� N N CO U J t6 E: N R R 0 C C l.L i N J 0. R N JU �U I- I- E J 0 U a Q E o U 0 17.3[14.CF-1H1-4H1.6C-13TC][61-Level 4 145 2x6 DF No.2[Fut Height Post] (1) 5156 145 2x6 DF No.2[Full Height Post] (1) 5156 Wall:5.5" 90 2x6 DF No.2[Bridge Post] (1) 5156 90 2x6 DF No.2[Bridge Post] (1) 5156 2100 494 145 Totals: Bridge Posts(Tension Chord) 5156 5156 10313 0.204 Totals: Full Height Posts(Comp.Chord) 5156 5156 13.50 10313 0.048 17.3[14.CF•1H1-4H1-6C-13TC][61-Level 3 123 2x6 DF No.2[Full Height Post] (1) 5156 123 2x6 DF No.2[Full Height Post] (1) 5156 Wall:5.5" Totals: Full Height Posts(Tension Chord) 5156 5156 10313 0.407 4200 - 6300 124 Totals: Full Height Posts(Comp.Chord) 5156 5156 13.50 10313 0.611 17.3[14.CF•1H1-4H1-6C•13TC][6"]-Level 2 123 2x6 DF No.2[Full Height Post] (2) 10313 123 2x6 DF No.2[Full Height Post] (1) 5156 Wall:5.5" Totals: Full Height Posts(Tension Chord) 10313 5156 15469 0.407 6300 - 12600 124 Totals: Full Height Posts(Comp.Chord) 10313 5156 13.50 15469 0.815 17.3[14.CF-1H1-4H1-6C-13TC][61-Level 1 117 2x6 DF No.2[Full Height Post] (2) 10313 117 2x6 DF No.2[Full Height Post] (3) 15469 Wall:5.5" Totals: Full Height Posts(Tension Chord) 10313 13535 23848 0.396 9450 - 22050 118 Totals: Full Height Posts(Comp.Chord) 10313 15469 13.50 25781 0.855 �opPROFF S-\o4GIN,� q s/01/41 �L Q 2� r'' DEFERRED SUBMITTAL REVIEW(THIRD PARTY) v OREGON Ci{� ��/ t�21 CJ� No exception taken • Make corrections noted ❑ T^ `7 y 11 2 2�V _tpY Rejected ❑ Revise and re-submit ❑ /7�� C Q Submit specified item 0 "A L�V The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 0 1/20/2022 Date 01rz0f2022 By CH .. _ . _ _ ..� ....,... ...Do2.� • MiTek'Z4 Name: TERRACE GLEN APARTMENTS Number: Tie-Down Systems Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Customer: Pacific Wall Systems Jurisdiction IBC-WD* 250 Klug Circle,Corona,CA 92880 Phone:1951)268-3670 I Fax:19511 245-9653 Product Design Values Report Run: 18. 3 [14.CF-1H2-13TC] [6"] Demand Loads Z4 Products Tension Level Rod Bearing Plate Washer Cinch Nut Summary c C x — C o m a (a C Hl -C _ C V C C N-0 C "Es C Z. C W o N c W C Jra_ .0 N 13f C ..N+ H . _ C U C V o c •y C C E .0 O 7 >, O 3 a w c > C o Product(s) cn o -o d m a o TD ii o ca O co 8. `—° n o ar g g ,` m _1 m o A y m +0 1O o J U O U U 11 J U O U ' r Q O U -O x c m it en o U 18.3[14.CF-1H2.13TC] A36 1/2 x 72 64.5 4418 0.028 BPW-5 4447 0.013 CNX-4 9204 0.014 0.058 0.140 0.475 [61-Level 4(109") 2100 2100 72 A36 3/4 x 120 13 9940 0.003 18.3[14.CF-1H2-13TC] A36 3/4 x 120 107 9940 0.064 BPW-5 4779 0.031 CNX-6 16942 0.016 0.118 0.140 0.879 [6"]-Level 3(124") 4200 6300 - A36 7/8 x 144 17 13530 0.007 18.3[14.CF-1 H2-13TC] A36 7/8 x 144 115 13530 0.100 BPW-7 7688 0.027 CNX-7 28187 0.014 0.144 0.140 0.931 [61-Level 2(124") 6300 12600 - A361 3/8 x 144 9 33410 0.003 18.3[14.CF-1H2.13TC] A36 1 3/8 x 144 123 33410 0.075 BPW-11 10735 0.031 CNX-11 51093 0.019 0.130 0.140 0.880 [61-Level 1(131") 9450 22050 - A36 1 3/8 x 24 8 33410 0.005 '`$ PR°Fes i s' 44, NGINEF9 ip* CC 2 9r OREGON I� DEFERRED SUBMITTAL REVIEW(THIRD PARTY) �}N V� No exception taken • Make corrections noted ❑ ���,1q Y 1 nQ V yr ' JRejected ❑ Revise and re-submit 0 L� /'.A Submit specified item 0 `Y CALF The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the pnmary structure. EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 04 Date 0120/22022 By CH 1/�O/202� ,., ... -. . — ., . — 4.441111M11111111M, MiTek•Z4 Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems Customer: Pacific Wall Systems Jurisdiction: IBC-WD* 250 Mug Circle,Corona,CA 92880 Phone:19511 268-36 70 I Fax:(9511245-9653 Wall Framing Report Run: 18. 3 [14.CF-1H2-13TC] [6"] Demand Loads Wall Framing Tension Comp. Level Compression Posts Summary rn (Towards Wall End) (Towards Wall Center) o .n E N 0 N • .- y +�+ 'O C - L C y d N x O .0 as N N •O N 'O N C Lc- en V N C N v E 'C d = d L a. - L Q L_ .a J N V w - =U C)U = p = c 61 2. ~ V y N 9 o o y d J Post Selection J Post Selection �' Q >_ tz LL to W N l.L 2 y p- d 0) J U U 0 HC C H E J N 0) O N '' E ti 0 a 0 a 0 v U 18.3[14.CF-1H2-13TC][6"]-Level 4-Wall: 109 2x6 DF No.2[Full Height Post] (1) 5156 109 2x6 DF No.2[Full Height Post] (1) 5156 5.5" 72 2x6 DF No.2[Bridge Post] (1) 5156 72 2x6 DF No.2[Bridge Post] (1) 5156 2100 471 109 Totals: Bridge Posts(Tension Chord) 5156 5156 10313 0.204 Totals: Full Height Posts(Comp.Chord) 5156 5156 13.50 10313 0.046 18.3[14.CF-1H2-13TC][61-Level 3-Wall: 123 2x6 DF No.2[Full Height Post] (1) 5156 123 2x6 DF No.2[Full Height Post] (1) 5156 5.5" Totals: Full Height Posts(Tension Chord) 5156 5156 10313 0.407 4200 - 6300 124 Totals: Full Height Posts(Comp.Chord) 5156 5156 13.50 10313 0.611 18.3[14.CF-1H2-13TC][6"]-Level 2-Wall: 123 2x6 DF No.2[Full Height Post] (2) 10313 123 2x6 DF No.2[Full Height Post] (1) 5156 5.5" Totals: Full Height Posts(Tension Chord) 10313 5156 15469 0.407 6300 - 12600 124 Totals: Full Height Posts(Comp.Chord) 10313 5156 13.50 15469 0.815 18.3[14.CF-1H2-13TC][6"]-Level 1-Wall: 130 2x6 DF No.2[Full Height Post] (2) 10313 130 2x6 DF No.2[Full Height Post] (3) 15469 1 5.5" Totals: Full Height Posts(Tension Chord) 10313 13535 23848 0.396 9450 - 22050 131 Totals: Full Height Posts(Comp.Chord) 10313 15469 13.50 25781 0.855 �,�Ep PR oFe.0 �c5 'LNG[N- `,9 �p2 _R 9t' 2 P DEFERRED SUBMITTAL REVIEW(THIRD PARTY) v OREGON No exception taken • Make corrections noted ❑ Aw -'Y '1 2° PY Rejected CI Revise and re-submit CIy$• .. NI 1 �y Submit specified item ID CALVV The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date 01rze/2022 By CH MiTek'Z4 Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems Customer: Pacific Wall Systems Jurisdiction IBC-WD* 250 Klug Circle,Coruna,CA 92880 Phone:1951)26E-3670 I Fax:(951)245-9653 Product Design Values Report Run: 19. 3 [14.CF-1H2-6C-13TC] [61 Demand Loads Z4 Products Tension Level Rod Bearing Plate Washer Cinch Nut Summary c c x — C' o a) in- O ^, L _ C U C C y -0 O) t C M C H O 0 4/ C O •=.-- C •N -0 Ja — a) O) cu I— c > W E Product(s) m v , m m : o > c `O o- o ate) a C 0- 0- d 0- a 0 3 c m E 2 E CO _1 to o m a) m + fO o = J o 3�o 0)co 0 w C.) CI U > 2 Q o C) v_ A K c ea 0 m ~ M U 19.3[14.CF-1H2-6C- 13TC][61-Level 4 A36 1/2 x 72 58.5 4418 0.026 BPW-5 4447 0.013 CNX-4 9204 0.014 0.057 0.140 0.475 (109") 2100 2100 72 A36 3/4 x 144 19 9940 0.004 19.3[14.CF-1 H2-6C- 13TC][61-Level 3 A36 3/4 x 144 113 9940 0.067 BPW-5 4779 0.031 CNX-6 16942 0.016 0.119 0.140 0.879 (124") 4200 6300 - A36 7/8 x 120 11 13530 0.005 19.3[14.CF-1H2-6C- 13TC][61-Level 2 A36 7/8 x 120 109 13530 0.095 BPW-7 7688 0.027 CNX-7 28187 0.014 0.140 0.140 0.931 (124") 6300 12600 - A36 1 3/8 x 144 15 33410 0.005 19.3[14.CF-1 H2.6C- 13TC][61-Level 1 A36 1 3/8 x 144 117 33410 0.071 BPW-11 10735 0.031 CNX-11 51093 0.019 0.126 0.140 0.880 (125") 9450 22050 - A36 1 3/8 x 24 8 33410 0.005 �ti��D PROFESS �Ca �tJG[NFF9 /04, 9 CC' 2 c' DEFERRED SUBMITTAL REVIEW(THIRD PARTY) v OREGONAN Ulu No exception taken Make corrections noted ❑ ���,(��q Y nQ V A� Rejected 0 Revise and re-submit 0 R� ' 4- `- Submit specified item ❑ �' C A LE-el The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. Kramer Gehien and Associates,Inc. EXPIRES: 06/30/2022 Consulting Structural Engineers 01/20/2022 Date 0120/2022 By CH Sn--S .. , . ,-. ., , .-. ::r + MITE**Z4 Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems Customer: Pacific Wall Systems Jurisdiction: IBC-WD* 250 Ktug Circle,Corona,CA 92880 Phone:19511268-3670 I Fax:[951]245-9653 Wall Framing Report Run: 19. 3 [14.CF-1H2-6C-13TC] [6"] Demand Loads Wall Framing Tension Comp. Level Compression Posts Summary (Towards Wall End) (Towards Wall Center) o 42 "Es .yIA.0 in :. -- .0 "6 C (n ✓ u w O Tic tn. N 'O NL C O .2 .0 W N O 03 E -=-- d L d t d V L - L E J .1 � U - . rJ d V o a' rn 1s .-• T F- u y r, rn = c v_ _ m = c Post Selection ; Post Selection .0 d o >_ n O O N C) N V J N E N t0 e0 0 u- .2 D 2 LL G N J CO CO N W N J U 7 U I-' F 0 J o 0 o 0 Q E o U 0 19.3[14.CF•1H2.6C 13TC][6"]•Level 4 109 2x6 DF No.2[Full Height Post] (1) 5156 109 2x6 DF No.2[Full Height Post] (1) 5156 Wall:5.5" 72 2x6 DF No.2[Bridge Post] (1) 5156 72 2x6 DF No.2[Bridge Post] (1) 5156 - 2100 471 109 Totals: Bridge Posts(Tension Chord) 5156 5156 10313 0.204 Totals: Full Height Posts(Comp.Chord) 5156 5156 13.50 10313 0.046 19.3[14.CF-1H2-6C•13TC][6"]-Level 3• 123 2x6 DF No.2[Full Height Post] (1) 5156 123 2x6 DF No.2[Full Height Post] (1) 5156 Wall:5.5" Totals: Full Height Posts(Tension Chord) 5156 5156 10313 0.407 4200 - 6300 124 Totals: Full Height Posts(Comp.Chord) 5156 5156 13.50 10313 0.611 19.3[14.CF-1H2.6C•13TC][6"]-Level 2- 123 2x6 DF No.2[Full Height Post] (2) 10313 123 2x6 DF No.2[Full Height Post] (1) 5156 Wall:5.5" Totals: Full Height Posts(Tension Chord) 10313 5156 15469 0.407 6300 - 12600 124 Totals: Full Height Posts(Comp.Chord) 10313 5156 13.50 15469 0.815 19.3[14.CF-1H2-6C-13TC][6"] Level 1• 124 2x6 DF No.2[Full Height Post] (2) 10313 124 2x6 DF No.2[Full Height Post] (3) 15469 Wall:5.5" Totals: Full Height Posts(Tension Chord) 10313 13535 23848 0.396 9450 - 22050 125 Totals: Full Height Posts(Comp.Chord) 10313 15469 13.50 25781 0.855 ��¢ED P R aFFss ��5 0,t,INEF9 >a* ct- 2 to" iti DEFERRED SUBMITTAL REVIEW(THIRD PARTY) v OREGON No exception taken • Make corrections noted ❑ A\ -7 1 y 1 20`��f� Rejected ❑ Revise and re-submit 0 Fl. n Submit specified item 0 / CALEV The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date 01202022 By CH .. _ . _ MiTek'Z4 Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems Customer: Pacific Wall Systems Jurisdiction IBC-WD* 250 Klug Circle,Corona,CA 92880 Phone:(951)26E-3670 I Fax:(9511245-9553 Product Design Values Report Run: 20. 3 [14.CF-1H3-13TC] [6"] Demand Loads Z4 Products Tension Level Rod Bearing Plate Washer Cinch Nut Summary C 0 x C — C 0 N 0 0 tl) _c = = a) C C J? 0- .G 0 0 • N C O C y _ 02 _ .y. F rN. _ ` C U C 3. N y co •N r°1 = > = B Product(s) w g LI w w d °' o yo � o C m C) m m A a a m cf.) A C. C. m a) C. o co a a co + R o c LI U v_ I° x c m F mas U 20.3[14.CF-1H3-13TC] A36 1/2 x 72 63.5 4418 0.028 BPW-5 4447 0.013 CNX-4 9204 0.014 0.058 0.140 0.475 [6")-Level 4(109") 2100 2100 72 A36 3/4 x 120 14 9940 0.003 20.3[14.CF-1H3-13TC] A36 3/4 x 120 106 9940 0.063 BPW-5 4779 0.031 CNX-6 16942 0.016 0.118 0.140 0.879 [61-Level 3(124") 4200 6300 - A36 7/8 x 144 18 13530 0.008 20.3[14.CF-1H3-13TC] A36 7/8 x 144 114 13530 0.099 BPW-7 7688 0.027 CNX-7 28187 0.014 0.143 0.140 0.931 [6"]-Level 2(124") 6300 12600 - A36 1 3/8 x 144 10 33410 0.003 20.3[14.CF-1H3-13TC] A36 1 3/8 x 144 134 33410 0.081 BPW-11 10735 0.031 CNX-11 51093 0.019 0.136 0.140 0.880 [6")-Level 1(142") 1 9450 22050 - A36 1 3/8 x 24 8 33410 0.005 ��Q,EO PROFFss 7,4 \ 9 (t- 2 r DEFERRED SUBMITTAL REVIEW(THIRD PARTY) v OREGONn\ �(,v No exception taken . Make corrections noted ❑ ��,�(�[��q Y '1 'Za v.....0.- Submit a Rejected 0 Revise and re-submit 0 "/k, /�A [. specified item ❑ ` CALM The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES. 06/30/2022 Kramer Gehlen and Associates,Inc. r� Consulting Structural Engineers 01/20/2022 Date 01/20/2022 By CH ILA., i ,_ _ _•r• n ,nnn ,wnnnrY.Miel f„, MiTek'Z4 Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems Customer: Pacific Wall Systems Jurisdiction: IBC-WD* 250 Klutz Circle,Corona,CA 92880 Phone:1951)268-3670 I Fax 1951)245-9653 Wall Framing Report Run: 20. 3 [14.CF-1H3-13TC] [6"] Demand Loads Wall Framing Tension Comp. Level Compression Posts Summary I--Ji (Towards Wall End) (Towards Wall Center) o ..0 c 'y V/ N ! + U) ay+ Q U = Y'a- = L15p. = N d , x 41 'C Vl R7 in = Zs XIt= .a a o a o aV t71 L _o s J N �_ � .� 2 U -) 2 ° S w cn >" ~ v d O of o = _ a = Post Selection d Post Selection d n •_ . U) o o w a) ar 3 R E a>i m ra 2 LL N m N u_ .- as J p- o_ N J U N V CI [ In � H E -, o @ O CDN v a Q 0 V U 20.3[14.CF-1H3-13TC][6"]-Level 4•Wall: 109 2x6 DF No.2[Full Height Post] (1) 5156 109 2x6 DF No.2[Full Height Post] (1) 5156 5.5" . ._ 72 2x6 DF No.2[Bridge Post] (1) 5156 j 72 2x6 DF No.2[Bridge Post] (1) 5156 2100 471 109 Totals: Bridge Posts(Tension Chord) 5156 i 15156 10313 0.204 } Totals: Full Height Posts(Comp.Chord) 5156 i 5156 13.50 10313 0.046 20.3[14.CF-1H3-13TC](61-Level 3•Wall: 123 2x6 DF No.2[Full Height Post] (1) 5156 123 2x6 DF No.2[Full Height Post] (1) 5156 5.5" Totals: Full Height Posts(Tension Chord) 5156 5156 10313 0.407 4200 - 6300 124 Totals: Full Height Posts(Comp.Chord) 5156 5156 13.50 10313 0.611 20.3[14.CF-1H3-13TC][6"]-Level 2-Wall: 123 2x6 DF No.2[Full Height Post] (2) 10313 123 2x6 DF No.2[Full Height Post] (1) 5156 5.5" Totals: Full Height Posts(Tension Chord) 10313 5156 15469 0.407 6300 - 12600 124 Totals: Full Height Posts(Comp.Chord) 10313 5156 13.50 15469 0.815 20.3[14.CF-1H3-13TC][6"]-Level 1-Wall: 141 2x6 DF No.2[Full Height Post] (2) 10313 141 2x6 DF No.2[Full Height Post] (3) 15469 5.5" Totals: Full Height Posts(Tension Chord) 10313 13535 23848 0.396 9450 - 22050 142 Totals: Full Height Posts(Comp.Chord) 10313 15469 13.50 25781 0.855 Rio PR OFFS �co. LNGINEF9 dj0%9 ct 2P , c'DEFERRED SUBMITTAL REVIEW(THIRD PARTY) (...-"A.', � OREGONlf\ OlV No exception taken • Make corrections noted ❑ � �f AN,6 -7 1 11 '�,°`�w�` � Rejected ❑ Revise and re-submit IDr Q Submit specified item ❑ 7 CALEV The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 0 1/20/2022 Date 01n02022 By CH .-. .. — . — MiTek'Z4 Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems Customer: Pacific Wall Systems Jurisdiction IBC-WD* 250 Klug Circle,Corona,CA 92880 Phone:(951)268-3670 I Fax:(951]245-9653 Product Design Values Report Run: 21. 3 [14.MW-1H3-13TC] [6"] Demand Loads Z4 Products Tension Level Rod Bearing Plate Washer Cinch Nut Summary C x c 0 CO =O N. U v . rn _ N C w o O N o C 'y C C a+ I- 4-' _ C U .� C U f,) N C) y c > c c Product(s) rn m o 2 a� a o N m J CO O (0CL C/ CO + f.. o = o o v al (0 CI ( F Q o V t..)r) 'O R m !- R o U 21.3[14.MW-1H3-13TC] A36 1/2 x 72 63.5 4418 0.028 BPW-5 4447 0.013 CNX-4 9204 0.014 0.058 0.140 0.475 [6"]-Level 4(109") 2100 2100 72 A36 3/4 x 120 14 9940 0.003 21.3[14.MW-1 H3.13TC] A36 3/4 x 120 106 9940 0.063 BPW-5 4779 0.031 CNX-6 16942 0.016 0.118 0.140 0.879 [6"]-Level 3(124") 4200 6300 - A36 7/8 x 144 18 13530 0.008 21.3[14.MW-1H3-13TC] A36 7/8 x 144 114 13530 0.099 BPW-7 7688 0.027 CNX-7 28187 0.014 0.143 0.140 0.931 [6"]-Level 2(124") 6300 12600 - A36 1 3/8 x 144 10 33410 0.003 21.3[14.MW-1 H3.13TC] A36 1 3/8 x 144 134 33410 0.081 BPW-11 10735 0.031 CNX-11 51093 0.019 0.136 0.140 0.880 [6"]-Level 1(142") 9450 22050 - A36 1 3/8 x 24 8 33410 0.005 "\'RED PROFke Stc /,,LNG]NEE. /0 9 v OREGON DEFERRED SUBMITTAL REVIEW(THIRD PARTY) A_ 0� No exception taken . Make corrections noted ❑ ���•mod t' 1 ryg2 t* Rejected ❑ Revise and re-submit 0 9F / 4C� y Submit specified item 0 )1 CAL Y The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the pnmary structure. EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date 01R0/2022 By CH tllt_J-__r_.. In 1__.._._. 1n'11 n__J.._a n__:_.._ 1r_I..__ n_�_._.. •._r_L `-----1n---. r ,.-..-... -...,Qom MiTek'Z4 Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems Customer: Pacific Wall Systems Jurisdiction: IBC-WD* 250 Klug Circle,Corona,CA 92880 Phone:1951)268-3670 I Fax:(9511 245-9653 Wall Framing Report Run: 21. 3 [14.MW-1H3-13TC] [6"] Demand Loads Wall Framing Tension Comp. Level Compression Posts Summary y (Towards Wall End) (Towards Wall Center) o c N U — to N CI) Q in Q N .-Es. t CO N co N u)-O u, -O N L V C v_ T. C y - E — -E a 0 a 0 a U 0) 'C Q •C J 4 �. O +�+. C s y t at — U .- C • U U p a) E. r >, U 2 a, = a) _ '— _ c Post Selection ' d Post Selection . " a > c y O O N N N V J N E N N 0 U- 4) m in u- i y J p- O- 6) J U 0 C C f2 J N N N A N 7 � 1— E a U a U Q E o U U 21.3[14.MW-1H3-13TC][6"] Level 4-Wall: 109 2x6 DF No.2[Full Height Post] (1) 5156 109 2x6 DF No.2[Full Height Post] (1) 5156 5.5" 72 2x6 DF No.2[Bridge Post] (1) 5156 72 2x6 DF No.2[Bridge Post] (1) 5156 2100 471 109 Totals: Bridge Posts(Tension Chord) 5156 5156 10313 0.204 Totals: Full Height Posts(Comp.Chord) 5156 5156 13.50 10313 0.046 21.3[14.MW-1H3.13TC][6"]•Level 3•Wall: 123 2x6 DF No.2[Full Height Post] (1) 5156 123 2x6 DF No.2[Full Height Post] (1) 5156 5.5" Totals: Full Height Posts(Tension Chord) 5156 5156 10313 0.407 4200 - 6300 124 Totals: Full Height Posts(Comp.Chord) 5156 5156 13.50 10313 0.611 21.3[14.MW-1H3-13TC](6") Level 2-Wall: 123 2x6 DF No.2[Full Height Post] (2) 10313 123 2x6 DF No.2[Full Height Post] (1) 5156 5.5" Totals: Full Height Posts(Tension Chord) 10313 5156 15469 0.407 6300 - 12600 124 Totals: Full Height Posts(Comp.Chord) 10313 5156 13.50 15469 0.815 21.3[14.MW-1H3.13TC][6"]•Level 1-Wall: 141 2x6 DF No.2[Full Height Post] (2) 10313 141 2x6 DF No.2[Full Height Post] (3) 15469 5.5" Totals: Full Height Posts(Tension Chord) 10313 13535 23848 0.396 9450 - 22050 142 Totals: Full Height Posts(Comp.Chord) 10313 15469 13.50 25781 0.855 E�Ei) PROFFS � LNG IN E'F9 cSj0* � zt 2 r a--//) .-- 40 DEFERRED SUBMITTAL REVIEW(THIRD PARTY) v OREGON No exception taken • Make corrections noted ❑ T9 � [-4)11 1 '2° fr Rejected ❑ Revise and re-submit I: Submit specified item ❑ G A LEg The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the pnmary structure. EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 0 1/20/2022 Date 111120/2022 By CH ... .- . __-_ ... .. .- • .-. ..T_i_-_-_rr•-.-..nr -innnn.n,Pao MiTek'Z4 Name: TERRACE GLEN APARTMENTS Number: Tie-Down Systems Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Customer: Pacific Wall Systems Jurisdiction IBC-WD* 250 Klug Circle,Corona,CA 92880 Phone:1951)268-3670 I Fax:(951)245-9653 Product Design Values Report Run: 23. 3 [14.CF-1H4-13TC] [6"] Demand Loads Z4 Products Tension Level Rod Bearing Plate Washer Cinch Nut Summary c 0 x = — 'E-- o a> f). D y . "" C U C C a c N C N C N O 0 N O— C 7. _ C aA H co C C .O l-1 N ca 2 -13 U C c O 7 .. 4! °' - = 00 Product(s) c -a c' o a i° n o m n m ate` n d ate` c a) 0 3 C) m E = E m \o 0 \o a> R ,4. T. o = J O E o a C) W C) C) U > FO- Q O U U 'C2 tx3 O CO ~ M C) 23.3[14.CF-1H4-131C] A36 1/2 x 72 58.5 4418 0.026 BPW-5 4447 0.013 CNX-4 9204 0.014 0.057 0.140 0.475 [6"]-Level 4(109") 2100 2100 72 A36 3/4 x 144 19 9940 0.004 23.3[14.CF-1H4-13TC] A36 3/4 x 144 113 9940 0.067 BPW-5 4779 0.031 CNX-6 16942 0.016 0.119 0.140 0.879 [6"]-Level 3(124") 4200 6300 - A36 7/8 x 120 11 13530 0.005 23.3[14.CF-1H4-13TC] A36 7/8 x 120 109 13530 0.095 BPW-7 7688 0.027 CNX-7 28187 0.014 0.140 0.140 0.931 [6"]-Level 2(124") 6300 12600 - A36 1 3/8 x 36 15 33410 0.005 23.3[14.CF-1H4-13TC) A36 1 3/8 x 36 21 33410 0.013 BPW-11 10735 0.031 CNX-11 51093 0.019 0.141 0.140 0.880 [6"]-Level 1(149") 9450 22050 - A36 1 3/8 x 120 120 33410 0.073 A36 1 3/8 x 24 8 33410 0.005 - - �� �`No PRQp � 0GINEF9 /0 � � 9 25IPfr c-- aillI Ellr ) e.-- DEFERRED SUBMITTAL REVIEW(THIRD PARTY) v OREGONnN �((7 No exception taken • Make corrections noted ❑ �� �wq',, 1 \no(i �� Rejected El Revise and re-submit ❑ 'Y G J Submit specified item CIC A LE ) The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure, EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 0 1/20/2022 Date 0120/2022 By CH 11I:T_I_r____•C____.nrnnnnn w nllarrg1111.1111,11111 MiTek'Z4 Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems Customer: Pacific Wall Systems Jurisdiction: IBC-WD* 250 Klug Circle,Corona,CA 92880 Phone:1951)268-3670 I Fax:(951]245-9653 Wall Framing Report Run: 23. 3 [14.CF-1 H4-13TC] [6"] Demand Loads Wall Framing Tension Comp. Level Compression Posts Summary H (Towards Wall End) (Towards Wall Center) o .a c 0 N � C L C y i N x 0 N '8 tn 'O N t = in C y - E - -C a O a o a •V Co L . -in .F.. 2 J N e. O C• L L - V C1 U 2 p S m w IT z• A F V N 1.7 p) = - = _ u, = Post Selection = Post Selection Q Q >_ a a o o w m m E m re @ °f LL C m C LL p- N C CO 1p 1�0 N J C-) U ~ E J 17) v 0 rn £ o a a a 0 U U 23.3[14.CF-1H4-13TC][61-Level 4-Wall: 109 2x6 DF No.2[Full Height Post] (1) 5156 109 2x6 DF No.2[Full Height Post] (1) 5156 5.5" 72 2x6 DF No.2[Bridge Post] (1) 5156 72 2x6 DF No.2[Bridge Post] (1) 5156 2100 471 109 Totals: Bridge Posts(Tension Chord) 5156 5156 10313 0.204 Totals: Full Height Posts(Comp.Chord) 5156 5156 13.50 10313 0.046 23.3[14.CF-1H4.13TC][6"]-Level 3-Wall: 123 2x6 DF No.2[Full Height Post] (1) 5156 123 2x6 DF No.2[Full Height Post] (1) 5156 5.5" Totals: Full Height Posts(Tension Chord) 5156 5156 10313 0.407 4200 - 6300 124 Totals: Full Height Posts(Comp.Chord) 5156 5156 13.50 10313 0.611 23.3[14.CF-1H4-13TC][6"] Level 2-Wall: 123 2x6 DF No.2[Full Height Post] (2) 10313 123 2x6 DF No.2[Full Height Post] (1) 5156 5.5" Totals: Full Height Posts(Tension Chord) 10313 5156 15469 0.407 6300 12600 124 Totals: Full Height Posts(Comp.Chord) 10313 5156 13.50 15469 0.815 23.3[14.CF-1H4-13TC][6"]•Level 1-Wall: 148 2x6 DF No.2[Full Height Post] (2) 10154 148 2x6 DF No.2[Full Height Post] (3) 15231 5.5" Totals: Full Height Posts(Tension Chord) 10154 13327 23481 0.402 9450 - 22050 149 Totals: Full Height Posts(Comp.Chord) 10154 15231 13.50 25385 0.869 f �c Si007 DEFERRED SUBMITTAL REVIEW(THIRD PARTY) N No exception taken • Make corrections notedRejectetl ElRevise and re-submit ❑Submit specified item ❑ V The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date 01/20/2022 By CH - . ---- ••• .. — • — . . r r -�r,r..,-.�r.-Da n MiTek'ZL Name: TERRACE GLEN APARTMENTS Number: Tie-Down Systems Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Customer: Pacific Wall Systems Jurisdiction IBC-WD* 250 Klug Circle,Corona,CA 92880 Phone:I951 1 268-36 70 I Fax:[9511245-9653 Product Design Values Report Run: 24. 3 [14.CF-1H4-6C-13TC] [6"] Demand Loads Z4 Products Tension Level Rod Bearing Plate Washer Cinch Nut Summary " c x 0 — O 0 N O N L _ `•" V C p at C Ut C C H O O ._ — c C C CaT. O = C = = N N 1- cu > c E Product(s) (5 0 v at m a a > n '° c- o m n c a Q m ate` n 0 3 c at E = E m m 0 ra a/ m + I° o = -d 0 E 0 0, CO 11J U 0 U I— Q O U v— CO C m It CO 0 g 0 24.3[14.CF-1 H4-6C- 13TC][61-Level 4 A36 1/2 x 72 64.5 4418 0.028 BPW-5 4447 0.013 CNX-4 9204 0.014 0.058 0.140 0.475 (109") 2100 2100 72 A36 3/4 x 120 13 9940 0.003 24.3[14.CF-1 H4-6C- 13TC][61-Level 3 A36 3/4 x 120 107 9940 0.064 BPW-5 4779 0.031 CNX-6 16942 0.016 0.118 0.140 0.879 (124") 4200 6300 - A36 7/8 x 144 17 13530 0.007 24.3[14.CF-1H4-6C- 13TC][61-Level 2 A36 7/8 x 144 115 13530 0.100 BPW-7 7688 0.027 CNX-7 28187 0.014 0.144 0.140 0.931 (124") 6300 12600 - A36 1 3/8 x 144 9 33410 0.003 24.3[14.CF-1H4.6C- 13TC][61-Level 1 A36 1 3/8 x 144 135 33410 0.082 BPW-11 10735 0.031 CNX-11 51093 0.019 0.137 0.140 0.880 (143") 9450 22050 - A36 1 3/8 x 24 8 33410 0.005 ��RED PRope, .. .LJG I N,EF9 /QL 9 e 2� < ate- L DEFERRED SUBMITTAL REVIEW(THIRD PARTY) v OREGON V� No exception taken • Make corrections noted ❑ ��A\ 4 Y 11 ,V fr A� Rejected 0 Revise and re-submit El ' ' C `_ Submit specified item 0 r CAL e The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 0 1/20/2022 Date o12or2oz2 By CH 111/-.A.--....I.... ICI I............... 't1V1 t •a:-r_I_ r.__:L:__..'1 r nnnn'l iit"Pa Cr MiTek'Z4" Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems Customer: Pacific Wall Systems Jurisdiction: IBC-WD* 250 Klug Circle,Corona,CA 92880 Phone:1951)268-3670 I Fax:I951)245-9653 Wall Framing Report Run: 24. 3 [14.CF-1H4-6C-13TC] [6"] Demand Loads Wall Framing Tension Comp. Level Compression Posts Summary N (Towards Wall End) (Towards Wall Center) o -n N ! N N -d N- inO C L 2 t �_ . J N U -?—'' C V a�U _ rn = a' _ u — c Post Selection . d Post Selection n c > c N O O N N a V J V 2 y :p io d LL 2 m 2 LL d > o. C N J C) C U 0 co N O- J N RI 1 N 7 r c a 0 o_ U to Q E U U 24.3[14.CF-1H4-6C-13TC][61-Level 4 109 2x6 DF No.2[Full Height Post] (1) 5156 109 2x6 DF No.2[Full Height Post] (1) 5156 Wall:5.5" 72 2x6 DF No.2[Bridge Post] (1) 5156 72 2x6 DF No.2[Bridge Post] (1) 5156 2100 471 109 Totals: Bridge Posts(Tension Chord) 5156 5156 10313 0.204 Totals: Full Height Posts(Comp.Chord) 5156 5156 13.50 10313 0.046 24.3[14.CF-1H4-6C-13TC][61-Level 3• 123 2x6 DF No.2[Full Height Post] (1) 5156 123 2x6 DF No.2[Full Height Post] (1) 5156 Wall:5.5" Totals: Full Height Posts(Tension Chord) 5156 5156 10313 0.407 4200 - 6300 124 Totals: Full Height Posts(Comp.Chord) 5156 5156 13.50 10313 0.611 24.3[14.CF-1H4-6C-13TC][6"]-Level 2 123 2x6 DF No.2[Full Height Post] (2) 10313 123 2x6 DF No.2[Full Height Post] (1) 5156 Wall:5.5" Totals: Full Height Posts(Tension Chord) 10313 5156 15469 0.407 6300 - 12600 124 Totals: Full Height Posts(Comp.Chord) 10313 5156 13.50 15469 0.815 24.3[14.CF•1H4.6C-13TC](61•Level 1 142 2x6 DF No.2[Full Height Post] (2) 10313 142 2x6 DF No.2[Full Height Post] (3) 15469 Wall:5.5" Totals: Full Height Posts(Tension Chord) 10313 13535 23848 0.396 9450 - 22050 143 Totals: Full Height Posts(Comp.Chord) 10313 15469 13.50 25781 0.855 QED PROre '4G LNG[NEF s/O*-s7 `t- 2 r 41 DEFERRED SUBMITTAL REVIEW(THIRD PARTY) v OREGON CND Zf n\ (-) No exception taken . Make corrections noted ❑ �^ '1 Y 1 1 '(4,0 P� ElIIIy Rejected Revise and re-submit . . �` Submit specified item 0 CALE ' The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date 01202022 By CH ... .-. . -. ..._n r------- .-. 1.A:T_L r._._:c:.-....o r nnnn nnn.iPaa NllTek'ZL Name: TERRACE GLEN APARTMENTS Number: v Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States T 1 Ie-Down Systems Customer: Pacific Wall Systems Jurisdiction IBC-WD* 250 Klug Cirele,Corona,CA 92880 Phone:1951 1 268-36 70 I Fax:I951)245-9653 Product Design Values Report Run: 25. 4 [14.CF-1H1-13TC] [4"] Demand Loads Z4 Products Tension Level Rod Bearing Plate Washer Cinch Nut Summary c C x C 0 '0 N O N L " C U C C .0 •Yl -0 Of N C N C C O N O C C -13 N O C C aen D en C C f l U U O -N al CII c c � c > Product(s) c - -0 a ar a oc • ;a y Rro rna o .� o t C co CD moa ea m ° mo+ 1Om w -- E co -I y ce b. U El U U > Q O r., OU - RU O 8 ~ 2 U 25.4[14.CF•1H1-13TC] A36 1/2 x 120 69.5 4418 0.020 BPW-5 4447 0.009 CNX-4 9204 0.012 0.044 0.140 0.317 [4"]-Level 4(109") 1400 1400 72 A36 1/2 x 120 8 4418 0.002 25.4[14.CF-1H1.13TC] A36 1/2 x 120 112 4418 0.090 BPW-5 4447 0.015 CNX-4 9204 0.015 0.125 0.140 0.871 [4"]-Level 3(124") 2450 3850 - A36 3/4 x 120 12 9940 0.004 25.4[14.CF-1H1-13TC] A36 3/4 x 120 108 9940 0.079 BPW-5 4779 0.026 CNX-6 16942 0.015 0.126 0.140 0.806 [4"]-Level 2(124") 3850 7700 - A36 1 x 144 16 17671 0.006 25.4[14.CF-1H1-13TC] A36 1 x 144 116 17671 0.085 BPW-7 7688 0.027 CNX-8 29283 0.015 0.133 0.140 0.819 [4"]-Level 1(124") 6300 14000 - A36 1 x 24 8 17671 0.006 ft\O PROF-4- 7619 4GIN F F9 /02 9 Q 2�a�1 .(-- DEFERRED SUBMITTAL REVIEW(THIRD PARTY) v OREGON V� No exception taken in Make corrections noted ❑ ��,(��q Y 1 2°2 A. Rejected ❑ Revise and re-submit 0 "7$'t' /-.A Q `- Submit specified item ❑ r V n��V The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. Kramer Gehlen and Associates,Inc. EXPIRES: 06130/2022 Consulting Structural Engineers 01/20/2022 Date 01/202022 By CH n RA:T..1. r---..:t:...-..'1 r 'Ill nn'11 lnaQ 4 MiTek'Z4 Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems Customer: Pacific Wall Systems Jurisdiction: IBC-WD* 250 Klug Circle,Corona,CA 92880 Phone:19511268-3670 I Fax:[951[245-9653 Wall Framing Report Run: 25. 4 [14.CF-1 H1-13TC] [4"] Demand Loads Wall Framing Tension Comp. Level Compression Posts Summary 7 (Towards Wall End) (Towards Wall Center) o a Ul en •— .. U1 .0 0 w• +�I "+- C -C CO N C N 1/1 •O h. '0 Vl 2 C C U) C U) el_ L a. t n- V iA t _ = Jo .6 ' O C S U of U =• CO = o) .�. t ) �+ ~ V N U 2' — o o — 1yn �, d Post Selection ZS Post Selection c >_ . _ E a1 10 lL V/ coN lL i7 > J 0. 0. C) J U l0 U 0 C C p- J U) ru co ro U) E o_ v o_ v Q = 0 U U 25.4[14.CF-1H1-13TC][41•Level 4-Wall: 109 2x4 DF No.2[Full Height Post] (1) 2466 109 2x4 DF No.2[Full Height Post] (1) 2466 3.5" 72 2x4 DF No.2[Bridge Post] (1) 3281 72 2x4 DF No.2[Bridge Post] (1) 3281 1400 314 109 Totals: Bridge Posts(Tension Chord) 3281 3281 6563 0.213 Totals: Full Height Posts(Comp.Chord) 2466 2466 18.00 4932 0.064 25.4[14.CF•1H1.13TC][41-Level 3-Wall: 123 2x4 DF No.2[Full Height Post] (2) 3915 123 2x4 DF No.2[Full Height Post] (1) 1958 3.5" Totals: Full Height Posts(Tension Chord) 3263 1958 5220 0.469 2450 - 3850 124 Totals: Full Height Posts(Comp.Chord) 3915 1958 18.00 5873 0.656 25.4[14.CF-1H1-13TC][41•Level 2-Wall: 123 2x4 DF No.2[Full Height Post] (2) 3915 123 2x4 DF No.2[Full Height Post] (3) 5873 3.5" Totals: Full Height Posts(Tension Chord) 3263 3263 6525 0.590 3850 - 7700 124 Totals: Full Height Posts(Comp.Chord) 3915 5873 18.00 9788 0.787 25.4[14.CF-1H1.13TC][4"]-Level 1-Wall: 123 2x4 DF No.2[Full Height Post] (2) 3915 123 2x4 DF No.2[Full Height Post] (6) 11745 3.5" Totals: Full Height Posts(Tension Chord) 3915 4160 8075 0.780 6300 - 14000 124 Totals: Full Height Posts(Comp.Chord) 3915 11745 18.00 15660 0.894 c?,0 PROFFS ' LNGIN ) s/67*-v ( e----/ ) e._ Q 2 r DEFERRED SUBMITTAL REVIEW(THIRD PARTY) <!‘ OREGON 0t(i No exception taken • Make corrections noted ❑ �X;6 `7 A Y 11 202 JQ� Rejected ❑ Revise and re-submit ❑ k•-t, n Submit specified item ❑ / CALO3 The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date 01R0/2022 By CH ... . _— . ..,..,.. ..._11 ^------- ^----1 •A:T_1.l-.___:L:-.-._n r nnnn n,nIPn0 MiTek'ZI, Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems Customer: Pacific Wall Systems Jurisdiction IBC-WD* 250 Ktug Circle,Corona,CA 92880 Phone:1951]268-3670 I Fax:(951 j 245-9653 Product Design Values Report Run: 26. 4 [14.CF-1H3-13TC] [41 Demand Loads Z4 Products Tension Level Rod Bearing Plate Washer Cinch Nut Summary c C x o a) C U) O y_ t C C U) _ N C N O C N CO -0 C a) as -0 C) 1T C .i -- _ • a) N V c F .... C 0 C C> C rn1 E Product(s) o 'i - = o ) m CL mo m ° o a m m o \a U Fy U in U o> H .- L.) cj U 2 L x m 0cu m 26.4[14.CF-1H3-13TC] A36 1/2 x 72 63.5 4418 0.019 BPW-5 4447 0.009 CNX-4 9204 0.012 0.044 0.140 0.317 [4"j-Level 4(109") 1400 1400 72 A36 1/2 x 120 14 4418 0.004 26.4[14.CF-1 H3-13TC] A36 1/2 x 120 106 4418 0.085 BPW-5 4447 0.015 CNX-4 9204 0.015 0.122 0.140 0.871 [4"]-Level 3(124") 2450 3850 - A36 3/4 x 144 18 9940 0.007 26.4[14.CF-1 H3-13TC] A36 3/4 x 144 114 9940 0.083 BPW-5 4779 0.026 CNX-6 16942 0.015 0.128 0.140 0.806 [4"]-Level 2(124") 3850 7700 - A36 1 x 144 10 17671 0.004 26.4[14.CF-1H3-13TC1 A36 1 x 144 134 17671 0.098 BPW-9 8958 0.019 CNX-8 29283 0.015 0.138 0.140 0.792 [4"]-Level 1(142") 6300 14000 - A361 x 24 8 17671 0.006 *<(-ikE© PROPe ���g NGINEF9 i�'L cc 9r 2 P�' ate €.-- DEFERRED SUBMITTAL REVIEW(THIRD PARTY) v OREGON 41 n� �((� No exception taken Make corrections noted ❑ ��i 4)1i t r�(�v Q+� Rejected J j ❑ Revise and re-submit ❑ 9Y A Submit specified item ❑ C A LE.0 The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES. 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date 01/20/2022 By CH .a:T_1. r.___'f:____fl rnnnn-n'PaGMIIIIMM MiTek'Z4 Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems Customer: Pacific Wall Systems Jurisdiction: IBC-WD* 250 (tug Circle,Corona,CA 92880 Phone:1951126E-3670 I Fax:(9511245-9653 Wall Framing Report Run: 26. 4 [14.CF-1H3-13TC] [4"] Demand Loads Wall Framing Tension Comp. Level Compression Posts Summary H (Towards Wall End) (Towards Wall Center) o in Vl +' Ul cii -o C" - C a' x co)'n N-e u)V C E pI a L L0d n aN Oa. O aO c>, >, C =U g)U = p = at aT . >, U a' :Va 2' v C — v, C Post Selection d Post Selection a a s >_ n. y O - O ? N a) J N J g E N R N ,0 N u_ V' co U7 Li_ y Q. n. a) J U U 0 C C O- J N CO CO CO U7 d E O 0U 7 I F a a a o U U 26.4[14.CF-1H3.13TC][4"]-Level 4•Wall: 109 2x4 DF No.2[Full Height Post] (1) 2466 109 2x4 DF No.2[Full Height Post] (1) 2466 3.5" 72 2x4 DF No.2[Bridge Post] (1) 3281 72 2x4 DF No.2[Bridge Post] (1) 3281 - 1400 314 109 Totals: Bridge Posts(Tension Chord) 3281 3281 6563 0.213 Totals: Full Height Posts(Comp.Chord) 2466 2466 21.00 4932 0.064 26.4[14.CF-1H3-13TC][4"]-Level 3-Wall: 123 2x4 DF No.2[Full Height Post] (2) 3915 123 2x4 DF No.2[Full Height Post] (1) 1958 3.5" Totals: Full Height Posts(Tension Chord) 3263 1958 5220 0.469 2450 - 3850 124 Totals: Full Height Posts(Comp.Chord) 3915 1958 21.00 5873 0.656 26.4[14.CF-1H3.13TC](4"]-Level 2-Wall: 123 2x4 DF No.2[Full Height Post] (2) 3915 123 2x4 DF No.2[Full Height Post] (3) 5873 3.5" Totals: Full Height Posts(Tension Chord) 3263 3263 6525 0.590 3850 - 7700 124 Totals: Full Height Posts(Comp.Chord) 3915 5873 21.00 9788 0.787 26.4[14.CF-1H3-13TC][4"]-Level 1-Wall: 141 2x4 DF No.2[Full Height Post] (2) 3006 141 2x4 DF No.2[Full Height Post] (8) 12025 3.5" Totals: Full Height Posts(Tension Chord) 3006 3507 6513 0.967 6300 - 14000 142 Totals: Full Height Posts(Comp.Chord) 3006 12025 21.00 15031 0.931 ��`E0 PR OFFS , ONGINE�c9 s/3 444 9 � 2 r DEFERRED SUBMITTAL REVIEW(THIRD PARTY) \ 11 ,Ø/' OREGON No exception taken � Make corrections noted ❑ A Al y Rejected 0 Revise and re-submit 0 1.5: (�A Submit specified item 0 ) " LEe The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date 01R0r2022 By CH -- . ---- ... .. - . .. r • MiTek'Z4 Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems Customer: Pacific Wall Systems Jurisdiction IBC-WD* 250 Klug Circle,Corona,CA 92880 Phone:1951)268-3670 I Far(951)245-9653 Product Design Values Report Run: 27. 4 [14.CF-1H1-6C-13TC] [6"] Demand Loads Z4 Products Tension Level Rod Bearing Plate Washer Cinch Nut Summary c c x C -E- 0 m v N O N . _ C CO C p C •� N C N C n 0 O CO C .N y N y C .O �. - Gl CO C 1- _ 'ter C U C U V y 0 .N cu c > = E0 Product(s) t 4- g o . o 0 Y a' 0 a0 CI y o ;a oc C rn o A U o ci o o R m m A o a =CO a A + -a c c Jv U 0 U LLl U p U m 0.1 1-- Q O CO o m ~ 2 U 27.4[14.CF-1H1-6C- 13TC][6"]-Level 4 A36 1/2 x 72 63.5 4418 0.019 BPW-5 4447 0.009 CNX-4 9204 0.012 0.044 0.140 0.317 (109") 1400 1400 72 A361/2 x 120 14 4418 0.004 27.4[14.CF-1H1-6C- 13TC][61-Level 3 A361/2 x 120 106 4418 0.085 BPW-5 4447 0.015 CNX-4 9204 0.015 0.122 0.140 0.871 (124") 2450 3850 - A36 3/4 x 144 18 9940 0.007 27.4[14.CF-1H1-6C- 13TC][61-Level 2 A36 3/4 x 144 114 9940 0.083 BPW-5 4779 0.026 CNX-6 16942 0.015 0.128 0.140 0.806 (124") 3850 7700 - A36 1 x 120 10 17671 0.004 27.4[14.CF-1H1-6C- 13TC][61-Level 1 A36 1 x 120 110 17671 0.081 BPW-7 7688 0.027 CNX-8 29283 0.015 0.128 0.140 0.819 (118") 6300 14000 - A36 1 x 24 8 17671 0.006 •\c(- PROFFs.' ��5 4 G]NEE9 /o2 9 Q 2 ra—. 2 v OREGON DEFERRED SUBMITTAL REVIEW(THIRD PARTY) �� No exception taken . Make corrections noted ❑ '�`,�'4'q 11 2(0 � Rejected ❑ Revise and re-submit 0 9F , ', Submit specified item 0 CAI.E6 The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: n6/30/2n22 Kramer Gehlen and Associates,Inc. v v Consulting Structural Engineers 01/20/2022 Date 01/2012022 By CH Pte:r 1. r......-:0.....--I r -tnnn^I,nPacr r MiTek'Z4 Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems Customer: Pacific Wall Systems Jurisdiction: IBC-WD* 250 Klug Circle,Corona,CA 92880 Phone:1951)268-3670 I Fax:(951]245-9653 Wall Framing Report Run: 27. 4 [14.CF-1H1-6C-13TC] [6"] Demand Loads Wall Framing Tension Comp. Level Compression Posts Summary H (Towards Wall End) (Towards Wall Center) o In .y-. w -d C .0 C i X 1) -O y-E V7 2 E -E- N 0 N E 'c Off. `0 d 0 d V p) Ja L .0 N d 0 > C . O N U p N O) , . >. F •U y .0 C) = - = - - c Post Selection d Post Selection n >_ Q N c _ O - O N N J 0c. J N E N N N u_ en co u) lL N y 0. d co c0 cn to a J CJ V O i .- E 0. J a0 v a v Q a 0 U 0 27.4[14.CF-1H1-6C-13TC][6"]-Level 4 109 2x6 DF No.2[Full Height Post] (1) 5156 109 2x6 DF No.2[Full Height Post] (1) 5156 Wall:5.5" 72 2x6 DF No.2[Bridge Post] (1) 5156 72 2x6 DF No.2[Bridge Post] (1) 5156 1400 314 109 Totals: Bridge Posts(Tension Chord) 5156 5156 10313 0.136 Totals: Full Height Posts(Comp.Chord) 5156 5156 12.00 10313 0.030 27.4[14.CF-1H1-6C-13TC][6"]-Level 3 123 2x6 DF No.2[Full Height Post] (1) 5156 123 2x6 DF No.2[Full Height Post] (1) 5156 Wall:5.5" Totals: Full Height Posts(Tension Chord) 5156 5156 10313 0.238 2450 - 3850 124 Totals: Full Height Posts(Comp.Chord) 5156 5156 12.00 10313 0.373 27.4[14.CF-1H1-6C-13TC][6"]-Level 2- 123 2x6 DF No.2[Full Height Post] (1) 5156 123 2x6 DF No.2[Full Height Post] (1) 5156 Wall:5.5" Totals: Full Height Posts(Tension Chord) 5156 5156 10313 0.373 3850 - 7700 124 Totals: Full Height Posts(Comp.Chord) 5156 5156 12.00 10313 0.747 27.4[14.CF-1H1-6C-13TC][6"]-Level 1 117 2x6 DF No.2[Full Height Post] (2) 10313 117 2x6 DF No.2[Full Height Post] (1) 5156 Wall:5.5" Totals: Full Height Posts(Tension Chord) 10313 5156 15469 0.407 6300 - 14000 118 Totals: Full Height Posts(Comp.Chord) 10313 5156 12.00 15469 0.905 "<- ,;?,tGp PROFFS ,s1, �N 9 G]NEF s/029 2 2 c" IQ DEFERRED SUBMITTAL REVIEW(THIRD PARTY) c. OREGON No exception taken • Make corrections noted ID T� -- y 1 1 `2® Ni Rejected ❑ Revise and re-submit ❑ \. Q [_ Submit specified item 0 ( C A LE V The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date ntl2c/2022 By CH F.A:-r-I,r.__..:I:__..'1 r -)nnn^IA n-Pao MiTek'Z4" Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems Customer: Pacific Wall Systems Jurisdiction IBC-WD* 250 Klug Circle,Corona,CA 92880 Phone:1951]26E-3670 I Fax:19511245-9653 Product Design Values Report Run: 28. 4 [14.CF-1H1-30C-13TC] [6"] Demand Loads Z4 Products Tension Level Rod Bearing Plate Washer Cinch Nut Summary = x c c o a) N 0 y L _ C U C p d c d N = N C IA o _0 C y N C d .a .� N co N . *y C ~ c = v O 7 c o CU) W to W r" c > c E Product(s) w v v w a) °1 0 N .ia 0 c ni 0) 5 N t A rn 0 a!i m CD C C a m a) a a. + c c U rj U W U U > H Q o U 'o ` m I.- M 0 28.4[14.CF-1H1.30C- 13TC][61-Level 4 A36 1/2 x 72 63.5 4418 0.019 BPW-5 4447 0.009 CNX-4 9204 0.012 0.044 0.140 0.317 (109") 1400 1400 72 A36 1/2 x 120 14 4418 0.004 28.4[14.CF-1 H1-30C- 13TC][61-Level 3 A36 1/2 x 120 106 4418 0.085 BPW-5 4447 0.015 CNX-4 9204 0.015 0.122 0.140 0.871 (124") 2450 3850 - A36 3/4 x 144 18 9940 0.007 28.4[14.CF-1H1-30C- 13TC][61-Level 2 A36 3/4 x 144 114 9940 0.083 BPW-5 4779 0.026 CNX-6 16942 0.015 0.128 0.140 0.806 (124") 3850 7700 - A36 1 x 120 10 17671 0.004 28.4[14.CF-1H1-30C• A36 1 x 120 86 17671 0.063 BPW-7 7688 0.027 CNX-8 29283 0.015 0.110 0.140 0.819 13TC][6"]-Level 1(94") 6300 14000 - A36 1 x 24 8 17671 0.006 �ED PROFFs �‹.0*. " NGINEc9s/o2 9 Q 2 r Q--/ ) /L DEFERRED SUBMITTAL REVIEW(THIRD PARTY) v OREGONn� �((7 No exception taken • Make corrections noted D �"��'�q], 1 1 �4 fi .� Rejected ❑ Revise and re-submit ❑ 9� A JQ" Submit specified item 0 C/41„�" The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the pnmary structure. EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 04 Date 012a2022 By CH I/�O/�0�� kA:T_I. f.___:L:__.., r 'ln!\n'1-1lnao ~ hAiTek'Z4 Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems Customer: Pacific Wall Systems Jurisdiction: IBC-WD* + 250 Klug Circle,Corona,CA 92880 Phone:1951)268-3670 I Fax:[951)245-9653 Wall Framing Report Run: 28. 4 [14.CF-1H1-30C-13TC] [6"] Demand Loads Wall Framing Tension Comp. Level Compression Posts Summary N (Towards Wall End) (Towards Wall Center) o C• 'y U) . N --- CO Vf U'•c- C• -C C d y Q N p u.- o f t Ul U) C C - E - C d 0 d o d V a a C S J N �' o .�' L L - C •� F U -U dO p Ol w rn �, y :+ •rn _ = v= _ 'N = d Post Selection .� d Post Selection Z. a > Q >_ 0. U+ o o a m J m E a) R °' lL 'C m 'C lL Q > J Q to co H w J O 7 U E J o U a v c2 0 a 0 U 28.4[14.CF•1H1-30C-13TC](61-Level 4 109 2x6 DF No.2[Full Height Post] (1) 5156 109 2x6 DF No.2[Full Height Post] (1) 5156 Wall:5.5" 72 2x6 DF No.2[Bridge Post] (1) 5156 72 2x6 DF No.2[Bridge Post] (1) 5156 - 1400 314 109 Totals: Bridge Posts(Tension Chord) 5156 5156 10313 0.136 Totals: Full Height Posts(Comp.Chord) 5156 5156 12.00 10313 0.030 28.4[14.CF•1H1-30C-13TC][61-Level 3 123 2x6 DF No.2[Full Height Post] (1) 5156 123 2x6 DF No.2[Full Height Post] (1) 5156 Wall:5.5" } a Totals: Full Height Posts(Tension Chord) 5156 . ; 5156 10313 0.238 2450 - 3850 124 _.,.1 Totals: Full Height Posts(Comp.Chord) 5156 5156 12.00 10313 0.373 28.4[14.CF-1H1.30C-13TC][6"] Level 2• 123 2x6 DF No.2[Full Height Post] (1) 5156 123 2x6 DF No.2[Full Height Post] (1) 5156 Wall:5.5" Totals: Full Height Posts(Tension Chord) 5156 5156 10313 0.373 3850 - 7700 124 Totals: Full Height Posts(Comp.Chord) 5156 5156 12.00 10313 0.747 28.4[14.CF-1H1.30C 13TCJ[61-Level 1 93 2x6 DF No.2[Full Height Post] (2) 10313 93 2x6 DF No.2[Full Height Post] (1) 5156 Wall:5.5" Totals: Full Height Posts(Tension Chord) 10313 5156 15469 0.407 6300 - 14000 94 Totals: Full Height Posts(Comp.Chord) 10313 5156 12.00 15469 0.905 �e� NG,Eo PROFFs �c5 0 [NEE�s i3 .77 4 2 c' a-- ) L DEFERRED SUBMITTAL REVIEW(THIRD PARTY) t.' OREGON �(/ No exception taken . Make corrections noted ❑ ��A\ 4)111 ,2o iff 2 Q , Rejected ❑ Revise and re-submit ❑ • •• n _V Submit specified item ❑ ! CALvV The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date 01/20/2022 By CH ... . -_ . __,..... A o:T—I-r.—_-.:.c:..._..-a r -innn '11 n-IYAQ11.3511111111 MiTek•Z4 Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems Customer: Pacific Wall Systems Jurisdiction IBC-WD* 250 Klug Circle,Corona,CA 92880 Phone:1951)268-3670 I Fax:(9511 245-9653 Product Design Values Report Run: 29. 4 [14.CF-1H2-13TC] [6"] Demand Loads Z4 Products Tension Level Rod Bearing Plate Washer Cinch Nut Summary - C x — c 0 ar C — _'in O N L NC C GC N _ N C n O C — C N C 0 .G �.0) f. L ' c 3 d a o1- > c E Product(s) oma a ac o a 2 CI 0 o 0,o o t C > a 0 _Jesoa m a 3c ' 0 a U V co U W U U > H o Q U -a 'L x c CS2 U 29.4(14.CF-1H2-13TC] A36 1/2 x 72 64.5 4418 0.019 BPW-5 4447 0.009 CNX-4 9204 0.012 0.044 0.140 0.317 [6"]-Level 4(109") 1400 1400 72 A36 1/2 x 120 13 4418 0.004 29.4[14.CF-1H2-13TC] A36 1/2 x 120 107 4418 0.086 BPW-5 4447 0.015 CNX-4 9204 0.015 0.123 0.140 0.871 [6"]-Level 3(124") 2450 3850 - A36 3/4 x 144 17 9940 0.006 29.4[14.CF-1H2-13TC] A36 3/4 x 144 115 9940 0.084 BPW-5 4779 0.026 CNX-6 16942 0.015 0.128 0.140 0.806 [6"]-Level 2(124") 3850 7700 - A36 1 x 144 9 17671 0.004 29.4[14.CF•1 H2.13TC] A36 1 x 144 123 17671 0.090 BPW-7 7688 0.027 CNX-8 29283 0.015 0.138 0.140 0.819 [6"]-Level 1(131") 6300 14000 - A36 1 x 24 8 17671 0.006 _co PROPe 7N? ��2 17 z---, 7 DEFERRED SUBMITTAL REVIEW(THIRD PARTY) v OREGONn\ 0l,(7 No exception taken Make corrections noted El ��AN 4 Y 7 1 ,2Q". Rejected ❑ Revise and re-submit ❑ '7� (� �� Submit specified item 0 CALEel The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06/30r✓2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date 01/20rz022 By CH .._r_LI-----1---__.-,,- -n,,,, -,-, .,OHAIIIIMEIM 4wrrrl �. MiTele Z4 Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems Customer: Pacific Wall Systems Jurisdiction: IBC-WD* 250 Klug Circle,Corona,CA 92880 Phone:(951)268-3670 I Fax:[9511 245-9653 Wall Framing Report Run: 29. 4 [14.CF-1 H2-13TC] [61 Demand Loads Wall Framing Tension Comp. Level Compression Posts Summary 7 (Towards Wall End) (Towards Wall Center) _ o C 4! In in in Q to L p H C y n fR -C N L .... C C to c N.Q E d n. t n• U L L d . N V ' C . V U 0 = w rn >, _ , of = C C = .y — Post Selection d Post Selection - d a >_ . u, co G/ V U > co• Vl m Vl LL y n CO J O- N J U M U in C C 0 J N ea N f6 (l 7 Q3 a) E a U a U Q 7 0 U U 29.4[14.CF-1H2-13TC][6"]•Level 4•Wall: 109 2x6 DF No.2[Full Height Post] (1) 5156 109 2x6 DF No.2[Full Height Post] (1) 5156 5.5" 72 2x6 DF No.2[Bridge Post] (1) 5156 72 2x6 DF No.2[Bridge Post] (1) 5156 1400 314 109 Totals: Bridge Posts(Tension Chord) 5156 5156 10313 0.136 Totals: Full Height Posts(Comp.Chord) 5156 5156 12.00 10313 0.030 29.4[14.CF•1H2-13TC][6"]-Level 3-Wall: 123 2x6 DF No.2[Full Height Post] (1) 5156 123 2x6 DF No.2[Full Height Post] (1) 5156 5.5" Totals: Full Height Posts(Tension Chord) 5156 5156 10313 0.238 2450 - 3850 124 Totals: Full Height Posts(Comp.Chord) 5156 5156 12.00 10313 0.373 29.4[14.CF-1H2-13TC][6"]-Level 2-Wall: 123 2x6 DF No.2[Full Height Post] (1) 5156 123 2x6 DF No.2[Full Height Post] (1) 5156 5.5" Totals: Full Height Posts(Tension Chord) 5156 5156 10313 0.373 3850 - 7700 124 Totals: Full Height Posts(Comp.Chord) 5156 5156 12.00 10313 0.747 29.4[14.CF-1H2-13TC][6"]-Level 1•Wall: 130 2x6 DF No.2[Full Height Post] (2) 10313 130 2x6 DF No.2[Full Height Post] (1) 5156 5.5" Totals: Full Height Posts(Tension Chord) 10313 5156 15469 0.407 6300 - 14000 131 Totals: Full Height Posts(Comp.Chord) 10313 5156 12.00 15469 0.905 ����D PR Oppss ��5 LNG[N p , /0?9 � 2d�, ' r to DEFERRED SUBMITTAL REVIEW(THIRD PARTY) v OREGON No exception taken . Make corrections noted ❑ .A\9 -1 y 1 1 .20 �P� Rejected ❑ Revise and re-submit ❑ NC A {i `- Submit specified item ❑ `^��V The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06/30/2 022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date mrz0/2022 By CH . .- - ---- .., .. - • .. . ..•T 1 r - - -.-.-_._.1 r 1nnn^11 n1Paa Millrgallill MTek• i Z4 Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems Customer: Pacific Wall Systems Jurisdiction IBC-WD* 250 Klug Circle,Corona,CA 92880 Phone:{951)268-3670 I Fax [951]245-9653 Product Design Values Report Run: 30. 4 [14.CF-1H3-13TC] [6"] Demand Loads Z4 Products Tension Level Rod Bearing Plate Washer Cinch Nut Summary - = x _ 0 (I)_ "_of O in L LIC � H _ H = — _ to O G = _O C � 'y = a a •— w =y to a en F- >ir) co _ o Product(s) co 5 ra p ., o •ci d0 a' a 0 N +J E3Em J a 0 U to U U T. •. QO I- ._U j RU a N~ O CO M U 30.4[14.CF-1H3.13TC] A36 1/2 x 72 63.5 4418 0.019 BPW-5 4447 0.009 CNX-4 9204 0.012 0.044 0.140 0.317 [6"]-Level 4(109") 1400 1400 72 A36 1/2 x 120 14 4418 0.004 r 1 i 30.4[14.CF-11-13-13TC] A36 1/2 x 120 106 4418 0.085 BPW-5 4447 0.015 CNX-4 9204 0.015 0.122 0.140 0.871 [6"]-Level 3(124") 2450 3850 - A36 3/4 x 144 18 9940 0.007 30.4[14.CF-1 H3-13TC] A36 3/4 x 144 114 9940 0.083 BPW-5 4779 0.026 CNX-6 16942 0.015 0.128 0.140 0.806 [6"]-Level 2(124") 3850 7700 - A36 1 x 144 10 17671 0.004 30.4[14.CF-1H3-13TC] A36 1 x 144 134 17671 0.098 BPW-9 8958 0.019 CNX-8 29283 0.015 0.138 0.140 0.792 [6"]-Level 1(142") 6300 14000 - A36 1 x 24 8 17671 0.006 � O PR°Fe. mac. �tJG[NEF9 �a2 9 a4-'?��L DEFERRED SUBMITTAL REVIEW(THIRD PARTY) OREGON �!L iffNo exception taken • Make corrections noted ❑ ��'�( 4 Y. 1 '2.0 fr .- El , Rejected Revise and re-submit ❑ ' . .- Submit specified item ❑ C A LEQ' The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 0 1/20/2022 Date 01/20/2022 By CH y MiTek'Z4 Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems Customer: Pacific Wall Systems Jurisdiction: IBC-WD* + 250 Klug Circle,Corona,CA 92880 Phone:1951)268-3670 I Far[951)245-9653 Wall Framing Report Run: 30. 4 [14.CF-1H3-13TC] [6"] Demand Loads Wall Framing Tension Comp. Level Compression Posts Summary (Towards Wall End) (Towards Wall Center) o _0 C• -y i U) u) cn u,'a C L C N d ,n x N 13 A•O inL C N C .2 .0 E u) d. t a L �_ C t L d . F �-' 0 C .V mV O rn w o) r T v m y cn _ = -0 c _ 'N — c Post Selection d Post Selection 35 Ti n >_ c •'u) ▪ 0 o ur a) °) " R E a>i °7 Li.: • w m N li `7 y J 0 0. G) J(.) =U Ca t°1— F J a V a V Q 0 U U 30.4[14.CF-1H3.13TC][6"]•Level 4-Wall: 109 2x6 DF No.2[Full Height Post] (1) 5156 109 2x6 DF No.2[Full Height Post] (1) 5156 5.5" 72 2x6 DF No.2[Bridge Post] (1) 5156 72 2x6 DF No.2[Bridge Post] (1) 5156 1400 314 109 Totals: Bridge Posts(Tension Chord) 5156 5156 10313 0.136 Totals: Full Height Posts(Comp.Chord) 5156 5156 12.00 10313 0.030 30.4[14.CF-1H3.13TC][6"]-Level 3-Wall: 123 2x6 DF No.2[Full Height Post] (1) 5156 123 2x6 DF No.2[Full Height Post] (1) 5156 5.5" Totals: Full Height Posts(Tension Chord) 5156 5156 10313 0.238 2450 - 3850 124 Totals: Full Height Posts(Comp.Chord) 5156 5156 12.00 10313 0.373 30.4[14.CF-1H3-13TC][61•Level 2-Wall: 123 2x6 DF No.2[Full Height Post] (1) 5156 123 2x6 DF No.2[Full Height Post] (1) 5156 5.5" Totals: Full Height Posts(Tension Chord) 5156 5156 10313 0.373 3850 - 7700 124 Totals: Full Height Posts(Comp.Chord) 5156 5156 12.00 10313 0.747 30.4[14.CF•1H3-13TC][6"]-Level 1-Wall: 141 2x6 DF No.2[Full Height Post] (2) 10313 141 2x6 DF No.2[Full Height Post] (1) 5156 5.5" Totals: Full Height Posts(Tension Chord) 10313 5156 15469 0.407 6300 - 14000 142 Totals: Full Height Posts(Comp.Chord) 10313 5156 12.00 15469 0.905 ,� ,0 PR QPeS I c,� 0AG[NEc9 s/0* -37 • 2S�P r DEFERRED SUBMITTAL REVIEW(THIRD PARTY) v OREC�ON tL No exception taken • Make corrections noted ❑ ��AN 4 y '1 ,20`- \' Rejected ❑ Revise and re-submit ❑ �V n Submit specified item ❑ CALE The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date at/20,2022 By CH MiTek'Z4 Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems Customer: Pacific Wall Systems Jurisdiction IBC-WD* 250 Klug Circle,Corona,CA 92880 Phone:1951)268-3670 I Fax:19511245-9653 Product Design Values Report Run: 31. 4 [14.CF-1H4-13TC] [6"] Demand Loads Z4 Products Tension Level Rod Bearing Plate Washer Cinch Nut Summary c C x _ 0 CD c w O N t ...- V C C C d To J3 C) -.E. N C y O C N - c ? c o Product(s) .= -o o n a d co o Of V ra 2 U c. U 2 g Cl co J E O m J C. 0 rn6 N d cr. O C U U U W U 0 U > r Q O 0 a '� x c m ~ g 0 31.4[14.CF-1H4-13TC] A36 1/2 x 120 69.5 4418 0.020 BPW-5 4447 0.009 CNX-4 9204 0.012 0.044 0.140 0.317 [61•Level 4(109") 1400 1400 72 A36 1/2 x 144 8 4418 0.002 31.4[14.CF-1H4-13TC] A36 1/2 x 144 113 4418 0.091 BPW-5 4447 0.015 CNX-4 9204 0.015 0.125 0.140 0.871 [6"]-Level 3(124") 2450 3850 - A36 3/4 x 120 11 9940 0.004 31.4[14.CF-1 H4-13TC] A36 3/4 x 120 109 9940 0.079 BPW-5 4779 0.026 CNX-6 16942 0.015 0.126 0.140 0.806 [6"]-Level 2(124") 3850 7700 - A36 1 x 36 15 17671 0.006 31.4[14.CF-1H4-13TC] A36 1 x 36 21 17671 0.015 BPW-11 10735 0.016 CNX-8 29283 0.015 0.140 0.140 0.792 [6"]-Level 1(149") 6300 14000 - L A36 1 x 120 120 17671 0.088 1 E A36 1 x 24 8 17671 0.006 �,,90 PR OPeo C . 04G[NEFl9 t'dtea* 444 9 e 2dPF,, r (z--//) e.- DEFERRED SUBMITTAL REVIEW(THIRD PARTY) v OREGONnN �lV No exception taken . Make corrections noted ❑ ���[��.q 1 1 'n f�ri p.� Rejected ❑ Revise and re-submit ❑ '7C� AA cL'- Submit speafieditem 0 ` Cry[.,.E� The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date 01/20/2022 By CH \A1_J___J.-.. In I_._..__. 1n11 n__J.._i ,-.__.-._ ♦i_I____ rl_____� ..r , l- ' -. -..-....-.-....r��..� PaiTek'Z4 Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems • Customer: Pacific Wall Systems Jurisdiction: IBC-WD* 250(lug Circle,Corona,CA 92880 Phone:1951)268-3670 I Fax:(9511 245-9653 Wall Framing Report Run: 31. 4 [14.CF-1 H4-13TC] [6"] Demand Loads Wall Framing Tension Comp. Level Compression Posts Summary 7, (Towards Wall End) (Towards Wall Center) o C N N f2 U) U) U)XI - w'O C .0 C U1 i N X O .o 0-.0 G) U)•O co•O O t L C_ N .. ^y c ur E - L a 0 a 0 d U cr) _ L J? J y �, O T •.V N V _ O > c" .> T V N V TT _ C v C = '� — C Post Selection d Post Selection Q °' Q >_ c U) O O 7 ro N J e06 J N E: N R is {L N W IR LL i y Q G 4 J C.) 7 v a)) a) O- J O co O co co E I- H- c n. a Q 0 U 31.4[14.CF-1H4-13TC][61 Level 4-Wall: 109 2x6 DF No.2[Full Height Post] (1) 5156 109 2x6 DF No.2[Full Height Post] (1) 5156 5.5" 72 2x6 DF No.2[Bridge Post] (1) 5156 72 2x6 DF No.2[Bridge Post] (1) 5156 1400 314 109 Totals: Bridge Posts(Tension Chord) 5156 5156 10313 0.136 Totals: Full Height Posts(Comp.Chord) 5156 5156 12.00 10313 0.030 31.4[14.CF-1H4-13TC][61 Level 3•Wall: 123 2x6 DF No.2[Full Height Post] (1) 5156 123 2x6 DF No.2[Full Height Post] (1) 5156 5.5" Totals: Full Height Posts(Tension Chord) 5156 5156 10313 0.238 2450 - 3850 124 Totals: Full Height Posts(Comp.Chord) 5156 5156 12.00 10313 0.373 31.4[14.CF-1H4.13TC][6"]•Level 2-Wall: 123 2x6 DF No.2[Full Height Post] (1) 5156 123 2x6 DF No.2[Full Height Post] (1) 5156 5.5" Totals: Full Height Posts(Tension Chord) 5156 5156 10313 0.373 3850 - 7700 124 Totals: Full Height Posts(Comp.Chord) 5156 5156 12.00 10313 0.747 31.4[14.CF•1H4.13TC][6"]-Level 1-Wall: 148 2x6 DF No.2[Full Height Post] (2) 10154 148 2x6 DF No.2[Full Height Post] (1) 5077 5.5" Totals: Full Height Posts(Tension Chord) 10154 5077 15231 0.414 6300 - 14000 149 Totals: Full Height Posts(Comp.Chord) 10154 5077 12.00 15231 0.919 €PR Op2�DEFERRED SUBMITTAL REVIEW(THIRD PARTY) EGONNo exception taken Make corrections noted ❑ '1Rejected ❑ Revise and re-submit ❑Submit specified item ❑ ALE The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date 01/20/2022 By CH --- .. - - - r MiTek'Z4n Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Dawn Systems Customer: Pacific Wall Systems Jurisdiction IBC-WD* 250 Klug Circle,Corona,CA 92880 Phone:1951)26E-3670 I Fax:[9511245-9653 Product Design Values Report Run: 32. 4 [14.CF-1H4-6C-13TC] [6"] Demand Loads Z4 Products Tension Level Rod Bearing Plate Washer Cinch Nut Summary c c x 0 m c c -a o _ 1/l N •t ,...7.. c. 0 c •;t co C c N o c -y N C N c N O c N C -0 Li d -O) y w F r _ c �. c � u w p c ? c E Product(s) rn a c v' . d wtu o > Q m o c aci Q m a ra a�i O Cl so co d £ 2 E m -J m O A y N + O C -� 0 U a1 U W 0 C) U > F- Q O c.,o a) A x c m ~ m U 32.4[14.CF-1H4-6C- 13TC][6"]-Level 4 A36 1/2 x 72 64.5 4418 0.019 BPW-5 4447 0.009 CNX-4 9204 0.012 0.044 0.140 0.317 (109") 1400 1400 72 A36 1/2 x 120 13 4418 0.004 32.4[14.CF-1H4-6C- 13TC][61-Level 3 A36 1/2 x 120 107 4418 0.086 BPW-5 4447 0.015 CNX-4 9204 0.015 0.123 0.140 0.871 (124") 2450 3850 - A36 3/4 x 144 17 9940 0.006 32.4[14.CF-1H4-6C- 13TC][61-Level 2 A36 3/4 x 144 115 9940 0.084 BPW-5 4779 0.026 CNX-6 16942 0.015 0.128 0.140 0.806 (124") 3850 7700 - A36 1 x 144 9 17671 0.004 32.4[14.CF-1 H4-6C- 13TC][6"]-Level 1 A36 1 x 144 135 17671 0.099 BPW-11 10735 0.016 CNX-8 29283 0.015 0.136 0.140 0.792 (143") 6300 14000 - A36 1 x 24 8 17671 0.006 '< O PROFFss 9 `t- 2 r DEFERRED SUBMITTAL REVIEW(THIRD PARTY) v OREGON 0lL No exception taken • Make corrections noted Li ��1%,ilf4 y 11 ,2°2 Pc" Rejected 0 Revise and re-submit 0 -tk, Submit specified item 0 C C A LE•C The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: v n'R E�. OC/��1,�On2 Kramer Gehlen and Associates,Inc. C/�r !�L V L Consulting Structural Engineers 0 1/20/2022 Date 0/20/2022 By CH to/_J.___J_.. -in 1__.._._. "I t'1'1 n__J.._. r.__.-_ .i_r..__ r.___ ..T ' r• r ,.,... -.�..D.,.. minemormimor MiTek•Z4 Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems Customer: Pacific Wall Systems Jurisdiction: IBC-WD* 250 Klug Circle,Corona,CA 92880 Phone!19511268-3670 I Fax:(951)245-9653 Wall Framing Report Run: 32. 4 [14.CF-1H4-6C-13TC] [6"] Demand Loads Wall Framing Tension Comp. Level Compression Posts Summary Ti (Towards Wall End) (Towards Wall Center) o -E y TB' N - la o ' NO v =d D 0 " ` a -- • m dd.D n = N o > � c oO- 'y r w -.F.. ai ~N . .0 OU O 0) RAUm U rn Post Selection . Post Selection O O in N NJ � £ A A m N L 22 y as J Q 0. N J U M(..) — CO CO t 0 I- I— O p- U o_ Q U 0 32.4[14.CF-1H4-6C 13TC](6"]•Level 4 109 2x6 DF No.2[Full Height Post] (1) 5156 109 2x6 DF No.2[Full Height Post] (1) 5156 Wall:5.5" 72 2x6 DF No.2[Bridge Post] (1) 5156 72 2x6 DF No.2[Bridge Post] (1) 5156 - 1400 314 109 Totals: Bridge Posts(Tension Chord) 5156 5156 10313 0.136 Totals: Full Height Posts(Comp.Chord) 5156 . 5156 12.00 10313 0.030 32.4[14.CF-1H4.6C•13TC][61•Level 3 123 2x6 DF No.2[Full Height Post] (1) 5156 123 2x6 DF No.2[Full Height Post] (1) 5156 Wall:5.5" Totals: Full Height Posts(Tension Chord) 5156 5156 10313 0.238 2450 - 3850 124 Totals: Full Height Posts(Comp.Chord) 5156 5156 12.00 10313 0.373 32.4[14.CF-1H4-6C-13TC][6"]-Level 2- 123 2x6 DF No.2[Full Height Post] (1) 5156 123 2x6 DF No.2[Full Height Post] (1) 5156 Wall:5.5" Totals: Full Height Posts(Tension Chord) 5156 5156 10313 0.373 3850 - 7700 124 Totals: Full Height Posts(Comp.Chord) 5156 5156 12.00 10313 0.747 32.4[14.CF-1H4.6C•13TC][61 Level 1 142 2x6 DF No.2[Full Height Post] (2) 10313 142 2x6 DF No.2[Full Height Post] (1) 5156 Wall:5.5" Totals: Full Height Posts(Tension Chord) 10313 5156 15469 0.407 6300 - 14000 143 Totals: Full Height Posts(Comp.Chord) 10313 5156 12.00 15469 0.905 ‘..,?,tip PR OFFS 'LSD k.NG[NE /; s/0*. cc 2 P�E DEFERRED SUBMITTAL REVIEW(THIRD PARTY) U OREGON No exception taken . Make corrections noted ❑ �.c9 q Y 1 ,20�"�Q'w Rejected ❑ Revise and re-submit ❑ FYC A Submit specified item 0 A�-E The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 0 1/20/2022 Date 01/20/20222 By CH --- — — — _ . .— , r r -.nnes ..n4Pao luliTek'Z4 Name: TERRACE GLEN APARTMENTS Number: Tie-Down Systems Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Customer: Pacific Wall Systems Jurisdiction IBC-WD* 250 Klug Circle,Corona,CA92880 Phone:(951)26F-3670 I Fax:(951]245-9653 Product Design Values Report Run: 33. 5 [14.CF-1H1-13TC] [4"] Demand Loads Z4 Products Tension Level Rod Bearing Plate Washer Cinch Nut Summary c c x 0 G) c c .n N O N L _ 0 c 0G c "y N c a c in 0 0 c . .0 .a - - 0 0) N +N+ H w = c — c c O c ` = c a) a N 1- c > c o Product(s) z. '� o c a) a) .0 o a o En a my am m 0 U 11 U m U > o I-- Q I.- (-.) V U a 2 x c m ~ m U 33.5[14.CF-1H1.13TC] A36 1/2 x 120 69.5 4418 0.010 BPW-5 4447 0.004 CNX-4 9204 0.010 0.026 0.140 0.158 [41-Level 4(109") 700 700 72 A36 1/2 x 120 8 4418 0.001 33.5[14.CF-1H1.13TC] A36 1/2 x 120 112 4418 0.043 BPW-5 4447 0.007 CNX-4 9204 0.012 0.066 0.140 0.412 [4"]-Level 3(124") 1120 1820 - A36 1/2 x 120 12 4418 0.005 33.5[14.CF•1H1-13TC] A36 1/2 x 120 108 4418 0.087 BPW-5 4447 0.013 CNX-4 9204 0.014 0.119 0.140 0.871 [4"]-Level 2(124") 2030 3850 - A36 3/4 x 144 16 9940 0.006 33.5[14.CF-1H1.13TC] A36 3/4 x 144 116 9940 0.081 BPW-5 4779 0.020 CNX-6 16942 0.015 0.121 0.140 0.739 [4"]-Level 1(124") 3500 7350 - A36 3/4 x 24 8 9940 0.006 � O PRoFFSS ��S �NGINEF9 /04, -37 2�a�7 -,- DEFERRED SUBMITTAL REVIEW(THIRD PARTY) c. OREGONA lv No exception taken • Make corrections noted ❑ ����.q t� no fib �� Rejected ❑ Revise and re-submit ❑ 9F ♦ ' ` Ni Submit specified item ❑ C r CALEB The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. /� Consulting Structural Engineers 01/20/2022 Date 0120(2022 By CH )A/_J�__J_.. AA 1_._..__. '1!�'1'1 rt�_J..-.i 1-1-_:-._ ),_I..__ n_.___. ••T_i (- _ .. ....... ..�.�..� MiTek'Z4 Name: TERRACE GLEN APARTMENTS Number: • ` Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems ` Y Customer: Pacific Wall Systems Jurisdiction: IBC-WD* 250 Klug Circle,Carona,CA 92880 Phone:19511268-3670 I Fax:(951]245-9653 Wall Framing Report Run: 33. 5 [14.CF-1H1-13TC] [4"] Demand Loads Wall Framing Tension Comp. Level Compression Posts Summary > (Towards Wall End) (Towards Wall Center) c --E U) N N N coLI N co L c TA' .c .2 -0 -0 L _ -c -c , c •y r c. F U •— •U d U O O) rn 2, V y V O7 _ �' _ '— x d Post Selection Z. d Post Selection 5 - > a ?_ Q co _ 4 c _ a O O N N J C) —I t6 E N ro N R lL N m N lL d y O- 0. N J U C.) c c 0• J Ul 10 0 N N I E 0 v a Q 0 0 0 33.5[14.CF-1H1-13TC][4"]-Level 4-Wall: 109 2x4 DF No.2[Full Height Post] (1) 2466 109 2x4 DF No.2[Full Height Post] (1) 2466 3.5" 72 2x4 DF No.2[Bridge Post] (1) 3281 72 2x4 DF No.2[Bridge Post] (1) 3281 700 157 109 Totals: Bridge Posts(Tension Chord) 3281 3281 6563 0.107 Totals: Full Height Posts(Comp.Chord) 2466 2466 12.00 4932 0.032 33.5[14.CF-1H1-13TC](4"]-Level 3-Wall: 123 2x4 DF No.2[Full Height Post] (1) 1958 123 2x4 DF No.2[Full Height Post] (1) 1958 3.5" Totals: Full Height Posts(Tension Chord) 1958 1958 3915 0.286 1120 - 1820 124 Totals: Full Height Posts(Comp.Chord) 1958 1958 12.00 3915 0.465 33.5[14.CF-1H1-13TC][4"]-Level 2-Wall: 123 2x4 DF No.2[Full Height Post] (2) 3915 123 2x4 DF No.2[Full Height Post] (1) 1958 3.5" Totals: Full Height Posts(Tension Chord) 3263 1958 5220 0.389 2030 - 3850 124 Totals: Full Height Posts(Comp.Chord) 3915 1958 12.00 5873 0.656 33.5[14.CF-1H1-13TC][4"]-Level 1-Wall: 123 2x4 DF No.2[Full Height Post] (2) 3915 123 2x4 DF No.2[Full Height Post] (2) 3915 3.5" Totals: Full Height Posts(Tension Chord) 3263 3263 6525 0.536 3500 - 7350 124 Totals: Full Height Posts(Comp.Chord) 3915 3915 12.00 7830 0.939 �f¢EoPROp Qw�� NG(NEF9 /o29r' 2� tO DEFERRED SUBMITTAL REVIEW(THIRD PARTY) c� �1O1'REGONA .) No exception taken • Make corrections noted ❑ ��/(v� `'/ 1 1 ,2,Q v�A,7 Rejected 0 Revise and re-submit 0 ' gyp, C Submit specified item 0 ����V The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date 01120/2022 By CH ____ ... .. .- • .. .ACT_r-r___:c:......•.-irnnnnnin,PNo MiTekA ZL Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems Customer: Pacific Wall Systems Jurisdiction IBC-WD* 250 Klug Circle,Corona,CA92880 Phone:1951 J 268-3670 I Fax:I9511245-9653 Product Design Values Report Run: 34. 5 [14.CF-1H1-13TC] [6"] Demand Loads Z4 Products Tension Level Rod Bearing Plate Washer Cinch Nut Summary C = x c — c o o 0 _ p.0 C .0 a▪▪1 N C N I A C O C IDC C r I— com . C f.1 C C. V V - F- ta • o c c Product(s) 15D v v ea m d o> 01oo c aco CD- ai co c a a m 4. ns o c J O j0 m CO 0 U W a U 0 U > — Q OUUx cU a cz m ~ m 0 34.5[14.CF-1H1.13TC] A36 1/2 x 120 69.5 4418 0.010 BPW-5 4447 0.004 CNX-4 9204 0.010 0.026 0.140 0.158 [6"]-Level 4(109") 700 700 72 A36 1/2 x 120 8 4418 0.001 34.5[14.CF-1H1-13TC] A36 1/2 x 120 112 4418 0.043 BPW-5 4447 0.007 CNX-4 9204 0.012 0.066 0.140 0.412 [6")-Level 3(124") 1120 1820 - A36 1/2 x 120 12 4418 0.005 34.5[14.CF-1H1.13TC] A36 1/2 x 120 108 4418 0.087 BPW-5 4447 0.013 CNX-4 9204 0.014 0.119 0.140 0.871 [6"]-Level 2(124") 2030 3850 - A36 3/4 x 144 16 9940 0.006 34.5[14.CF-1 H1-13TC] A36 3/4 x 144 116 9940 0.081 BPW-5 4779 0.020 CNX-6 16942 0.015 0.121 0.140 0.739 [6"]-Level 1(124") 3500 7350 - A36 3/4 x 24 8 9940 0.006 <O4'E° PR Opt619 9 cc- 2 c` DEFERRED SUBMITTAL REVIEW(THIRD PARTY) v OREGON l,V No exception taken • Make corrections noted ❑ ��0 41 ilf !. 1 1 'n4 VN ��0 Rejected 0 Revise and re-submit ❑ 4(k Submit specified item 0 r CALE- The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date 0120/2022 By CH to/_J�__J_.. �!� 1_._.._�. 'ln'1^f n_..J..•.r f\,•..:,..,.. \/,I...... n.-..,....a 11 A:-r-I. r--_:t:-.-..-i r flnnn-in aRart III► MiTek'Z4 Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems Y Customer: Pacific Wall Systems Jurisdiction: IBC-WD" 250 Klug Circle,Corona,CA 92880 Phone:19511 268-36 70 I Fax:(9511 245-9653 Wall Framing Report Run: 34. 5 [14.CF-1H1-13TC] [6"] Demand Loads Wall Framing Tension Comp. Level Compression Posts Summary H (Towards Wall End) (Towards Wall Center) o a '_• _ 1 .o V v d CO u) 2 8 = L c x J C2.0 N N'O 0 O t - C -t=-.. n C N) E - 2 a L a L Ll V L _ L .a J d P U : C _ .y F V floc O a) r rn >-, c.) N U •Q) _ _ = _ 'y = = Post Selection d Post Selection "' a >_ c O O 1/) N J N J 1U6 E N A jp lL 'U) Ci N lL d > co_ Cl 0) J (-) C..) 0 C C O- J U) CO N CO V) 7 E a a v Q 0 U 0 34.5[14.CF-1H1-13TC][61-Level 4-Wall: 109 2x6 DF No.2[Full Height Post] (1) 5156 109 2x6 DF No.2[Full Height Post] (1) 5156 5.5" 72 2x6 DF No.2[Bridge Post] (1) 5156 72 2x6 DF No.2[Bridge Post] (1) 5156 700 157 109 Totals: Bridge Posts(Tension Chord) 5156 5156 10313 0.068 Totals: Full Height Posts(Comp.Chord) 5156 5156 12.00 10313 0.015 34.5[14.CF-1H1-13TC](6"]-Level 3 Wall: 123 2x6 DF No.2[Full Height Post] (1) 5156 123 2x6 DF No.2[Full Height Post] (1) 5156 5.5" Totals: Full Height Posts(Tension Chord) 5156 5156 10313 0.109 1120 - 1820 124 Totals: Full Height Posts(Comp.Chord) 5156 5156 12.00 10313 0.176 34.5[14.CF-1H1-13TC][6"]-Level 2-Wall: 123 2x6 DF No.2[Full Height Post] (1) 5156 123 2x6 DF No.2[Full Height Post] (1) 5156 5.5" Totals: Full Height Posts(Tension Chord) 5156 5156 10313 0.197 2030 - 3850 124 Totals: Full Height Posts(Comp.Chord) 5156 5156 12.00 10313 0.373 34.5[14.CF-1H1-13TC][6"]-Level 1•Wall: 123 2x6 DF No.2[Full Height Post] (1) 5156 123 2x6 DF No.2[Full Height Post] (1) 5156 5.5" Totals: Full Height Posts(Tension Chord) 5156 5156 10313 0.339 3500 - 7350 124 Totals: Full Height Posts(Comp.Chord) 5156 5156 12.00 10313 0.713 e��p PR OFFS k � 04GINEF9 s/3 -57 `� 2p r DEFERRED SUBMITTAL REVIEW(THIRD PARTY) v OREGON w No exception taken • Make corrections noted ❑ F��� 4 y )2 P.J V' Rejected 0 Revise and re-submit ❑ �Y A �y �` Submit specified item 0 CAL'E The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date 01rz0/2022 By CH .-. . ._ . --..,-.. .a:T_I.r___:L:_._..') r lnnn niniP aoIIIIIINNIEN d MiTek'Z4 Name: TERRACE GLEN APARTMENTS Number: Tie-Down Systems Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Customer: Pacific Wall Systems Jurisdiction IBC-WD* 250 Klug Circle,Corona,CA 92680 Phone:1951)268-3670 I Fax (951)245-9653 Product Design Values Report Run: 35. 5 [14.CF-1 H2-13TC] [6"] Demand Loads Z4 Products Tension Level Rod Bearing Plate Washer Cinch Nut Summary c c x a 0 VC -- Va tit O N C C la a) rn _ N C Oat A 0 CO C N C .O - C CD In IN N _ U V O C "✓ C C > EL Z. v u °' 7N c Product(s) C7 ( A O wOw ow R0,Oa TiOo mn C /° m R + O C E — a m m o co LT., vo c> > '2o U 3U I° Zr U :0 03 x O onitU 35.5[14.CF-1H2-13TC] A36 1/2 x 72 64.5 4418 0.009 BPW-5 4447 0.004 CNX-4 9204 0.010 0.026 0.140 0.158 [6"]-Level 4(109") 700 700 72 A36 1/2 x 120 13 4418 0.002 35.5[14.CF-1H2-13TC] A36 1/2 x 120 107 4418 0.041 BPW-5 4447 0.007 CNX-4 9204 0.012 0.066 0.140 0.412 [6"]-Level 3(124") 1120 1820 - A36 1/2 x 144 17 4418 0.006 35.5[14.CF-1H2-13TC] A36 1/2 x 144 115 4418 0.092 BPW-5 4447 0.013 CNX-4 9204 0.014 0.122 0.140 0.871 [6"]-Level 2(124") 2030 3850 - A36 3/4 x 144 9 9940 0.003 35.5[14.CF-1H2-13TC] A36 3/4 x 144 123 9940 0.085 BPW-5 4779 0.020 CNX-6 16942 0.015 0.126 0.140 0.739 [6"]-Level 1(131") 3500 7350 - A36 3/4 x 24 8 9940 0.006 .\ -`��o PR°Pess 41.,��� LNG[NE�'9 /�ti Q • 9l � • 2 P�'' La--/ � DEFERRED SUBMITTAL REVIEW(THIRD PARTY) v /� OREGON l`V No exception taken . Make corrections noted ❑ ��411 q Y i '202� P�1/�Rejected ❑ Revise and re-submit 0 Submit specified item 0 Fy CALE'8 NI The documents contained herein have been reviewed by this office for general conformance with the design loading and for c interaction of components with the prmarystructure. EXPIRED. 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date 012012022 By CH r MiTek'Z4 Name: TERRACE GLEN APARTMENTS Number: : Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems Customer: Pacific Wall Systems Jurisdiction: IBC-WD* 250 Ktug Circle,Corona,CA 92880 Phone:19511268-3670 1 Fax:(9511 245-9653 Wall Framing Report Run: 35. 5 [14.CF-1H2-13TC] [6"] Demand Loads Wall Framing Tension Comp. Level Compression Posts Summary ((Towards Wall End) (Towards Wall Center) o N N V7 — v U) 0)- U)- aN) C t C N y x p p O L L -U C U) C.0 C- E C (� N U N p) ?. ~-ig U N ct m _ = v = _ '� _ Post Selection d Z. FPost Selection . > a >_ a u) O O V) N J , J to E N co is R lL C m C lL Q Jo a) O co O r) N J U U oa a a U 0 35.5[14.CF-1H2.13TC][61•Level 4-Wall: 109 2x6 DF No.2[Full Height Post] (1) 5156 109 2x6 DF No.2[Full Height Post] (1) 5156 5.5" 72 2x6 DF No.2[Bridge Post] (1) 5156 72 2x6 DF No.2[Bridge Post] (1) 5156 700 157 109 Totals: Bridge Posts(Tension Chord) 5156 5156 10313 0.068 Totals: Full Height Posts(Comp.Chord) 5156 5156 12.00 10313 0.015 35.5[14.CF-1H2-13TC][6"]-Level 3-Wall: 123 2x6 DF No.2[Full Height Post] (1) 5156 123 2x6 DF No.2[Full Height Post] (1) 5156 5.5" Totals: Full Height Posts(Tension Chord) 5156 5156 10313 0.109 1120 - 1820 124 Totals: Full Height Posts(Comp.Chord) 5156 5156 12.00 10313 0.176 35.5[14.CF-1H2.13TC][6"]•Level 2-Wall: 123 2x6 DF No.2[Full Height Post] (1) 5156 123 2x6 DF No.2[Full Height Post] (1) 5156 5.5" Totals: Full Height Posts(Tension Chord) 5156 5156 10313 0.197 2030 - 3850 124 Totals: Full Height Posts(Comp.Chord) 5156 5156 12.00 10313 0.373 35.5[14.CF-1H2.13TC][6"]•Level 1-Wall: 130 2x6 DF No.2[Full Height Post] (1) 5156 130 2x6 DF No.2[Full Height Post] (1) 5156 5.5" Totals: Full Height Posts(Tension Chord) 5156 5156 10313 0.339 3500 - 7350 131 Totals: Full Height Posts(Comp.Chord) 5156 5156 12.00 10313 0.713 0 PROPec. � w(5 �'�a�''CC [NEE'9 i0* Illi 7----12 /e-- DEFERRED SUBMITTAL REVIEW(THIRD PARTY) C //�� OREGO[N�2 () No exception taken . Make corrections noted ❑ �N��� 1'{ ,2�+" ,A VT Rejected 0 Revise and re-submit ❑ FY 1 �y, i- Submitspecifieditem 0 CALF The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date 01n0/2022 By CH -- ._ . —...... ,.. ,, r - -- _ -. ^_---., RA:T,I. C'.__.-:r:_....f r 'l nnn'11n1PAo �MiTryek•Z4" Name: TERRACE GLEN APARTMENTS Number: 1[L-Down SystemsAddress: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Customer: Pacific Wall Systems Jurisdiction IBC-WD* 250 Klug Circle,Corona,CA 92880 Phone:1951)268-3670 I Fax:1951)245-9653 Product Design Values Report Run: 36. 5 [14.MW-1H3-13TC] [6"] Demand Loads Z4 Products Tension Level Rod Bearing Plate Washer Cinch Nut Summary S c x _ — C 0 co p C. •d N C N C N o G — C .y N W co = C -0 d — .0 W Q) C • I— v C f.1 '= oft C U a) W 0 a F- c > c E Product(s) t '3 -o -o w L a W o > 0 `° o. o a0) o- c a 2 o. °—U) 0 o. 3 c W E g £ m _1 es o ra `W ra 4- 'O o = JU CD U V U W U 0 U > I-- Q O co 36.36.5[14.MW-1H3-13TC] A36 1/2 x 72 63.5 4418 0.009 BPW-5 4447 0.004 CNX-4 9204 0.010 0.026 0.140 0.158 [6"]-Level 4(109") 700 700 72 A36 1/2 x 120 14 4418 0.002 36.5[14.MW1H3-13TC] A36 1/2 x 120 106 4418 0.040 BPW-5 4447 0.007 CNX-4 9204 0.012 0.066 0.140 0.412 [6"]-Level 3(124") 1120 1820 - A36 1/2 x 144 18 4418 0.007 36.5[14.MW-1H3-13TC] A36 1/2 x 144 114 4418 0.092 BPW-5 4447 0.013 CNX-4 9204 0.014 0.122 0.140 0.871 [6"]-Level 2(124") 2030 3850 - A36 3/4 x 144 10 9940 0.004 36.5[14.MW-1 H3.13TC] A36 3/4 x 144 134 9940 0.093 BPW-5 4779 0.020 CNX-6 16942 0.015 0.133 0.140 0.739 [6"]-Level 1(142") 3500 7350 - A36 3/4 x 24 8 9940 0.006 .\cc`5,° PR Ore ��G, �NG[NEFA? /3 S • 9to" 0 2 P� . r--s ) — DEFERRED SUBMITTAL REVIEW(THIRD PARTY) v OREGON 1 0� No exception taken Make corrections noted ❑ ���LPL"'4 Y 'y '20' �a Rejected 0 Revise and re-submit 0 Submit specified item 0 ,TC` ))/ C ALE?) LE2 The documents contained herein have been reviewed by this V office for general conformance with the design loading and for interaction of components with the pnmary structure. EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date 01120/2022 By CH , IN e:r_i. r..-.,.:c:_....n r -nnn-11 nPiao J MiTek'Z4 Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems Y Customer: Pacific Wall Systems Jurisdiction: IBC-WD` 250 Klug Circle,Corona,CA 92880 Phone:1951)268-3670 I Fax:(9511245-9653 Wall Framing Report Run: 36. 5 [14.MW-1H3-13TC] [6"] Demand Loads Wall Framing Tension Comp. Level Compression Posts Summary N (Towards Wall End) (Towards Wall Center) o .a C N V ` i w an cn uf -6 C .0 c d d 0 W 0 .0 v C .C.. at C _In — E 2 d L d L d C -� .0 = L .. --I 12 �' V a-. C 'V mV _ O rn w go 2+ u y 2 n `o o a d d Post Selection co J Post Selection E d R >_ 0 t li y m i li '- t12 4, a o- H J C) 1 U CD m aa) fl- J o co o U ca E o o_ a a U 0 36.5[14.MW-1H3-13TC][61•Level 4-Wall: 109 2x6 DF No.2[Full Height Post] (1) 5156 109 2x6 DF No.2[Full Height Post] (1) 5156 5.5" 72 2x6 DF No.2[Bridge Post] (1) 5156 72 2x6 DF No.2[Bridge Post] (1) 5156 700 157 109 Totals: Bridge Posts(Tension Chord) 5156 5156 10313 0.068 Totals: Full Height Posts(Comp.Chord) 5156 5156 12.00 10313 0.015 36.5[14.MW-1H3-13TC][61-Level 3-Wall: 123 2x6 DF No.2[Full Height Post] (1) 5156 123 2x6 DF No.2[Full Height Post] (1) 5156 5.5" Totals: Full Height Posts(Tension Chord) 5156 5156 10313 0.109 1120 - 1820 124 Totals: Full Height Posts(Comp.Chord) 5156 5156 12.00 10313 0.176 36.5[14.MW-1H3-13TC][6"]•Level 2-Wall: 123 2x6 DF No.2[Full Height Post] (1) 5156 123 2x6 DF No.2[Full Height Post] (1) 5156 5.5" Totals: Full Height Posts(Tension Chord) 5156 5156 10313 0.197 2030 - 3850 124 Totals: Full Height Posts(Comp.Chord) 5156 5156 12.00 10313 0.373 36.5[14.MW-1H3-13TC][6"] Level-Wall: 141 2x6 DF No.2[Full Height Post] (1) 5156 141 2x6 DF No.2[Full Height Post] (1) 5156 5.5" Totals: Full Height Posts(Tension Chord) 5156 5156 10313 0.339 3500 - 7350 142 Totals: Full Height Posts(Comp.Chord) 5156 5156 12.00 10313 0.713 ���p PROFe ,C?�\ �NOI NEE9 s/O,ti' 4 2 < DEFERRED SUBMITTAL REVIEW(THIRD PARTY) OREGONA (l/ No exception taken • Make corrections noted ❑ ��,t\, -1 Y 11 2-`���� fiRejected ❑ Revise and re-submit ❑ ).L Submit specified item 0 `��w The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date 01/20/2022 By CH ... ..— . -...-..-. 11 A:1--I. f.-.__:I:_.-..'1 r nnnn n1 n1Pao +sawiw4»iuiii ..iis..w .. ui vw.0.1.iaii {At.i isNrustii...it 14...ilNMiiiiiiiii.tut.11.4:4NS5Na<su..iii. MITek'Z4 Name: TERRACE GLEN APARTMENTS Number: Tie-Dawn Systems Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Customer: Pacific Wall Systems Jurisdiction IBC-WD* 250 Klug Circle,Corona,CA 92880 Phone:1951)26E-3670 I Fax:19511245-9653 Product Design Values Report Run: 37. 5 [14.CF-1H4-13TC] [6"] Demand Loads Z4 Products Tension Level Rod Bearing Plate Washer Cinch Nut Summary c = x — O aI c, v u O N L _ V c O S •C sl a ri 0 in C N O 0 - C al a, c . a m rn x c c ~ c v o c i� m _y co) c > c E Product(s) o) •LI 0 0 aI °' ID CID > c `-° c o m a c a a m 0 a o 3 m J O O N U W (.) p 3 D O p v 0 a F- x c m ~ m U 37.5[14.CF-1H4.13TC] A36 1/2 x 72 58.5 4418 0.009 BPW-5 4447 0.004 CNX-4 9204 0.010 0.026 0.140 0.158 [61-Level 4(109") 700 700 72 A36 1/2 x 144 19 4418 0.003 37.5[14.CF•1H4.13TC] A36 1/2 x 144 113 4418 0.043 BPW-5 4447 0.007 CNX-4 9204 0.012 0.066 0.140 0.412 [6"]-Level 3(124") 1120 1820 - A36 1/2 x 120 11 4418 0.004 37.5[14.CF-1H4-137C] A36 1/2 x 120 109 4418 0.088 BPW-5 4447 0.013 CNX-4 9204 0.014 0.120 0.140 0.871 [6"]-Level 2(124") 2030 3850 - A36 3/4 x 36 15 9940 0.005 37.5[14.CF-1H4-13TC] A36 3/4 x 36 21 9940 0.015 BPW-5 4779 0.020 CNX-6 16942 0.015 0.138 0.140 0.739 [6"]-Level 1(149") 3500 7350 - A36 3/4 x 120 120 9940 0.083 A36 3/4 x 24 8 9940 0.006 <<, PR ace ss Q 2� t- a� -- DEFERRED SUBMITTAL REVIEW(THIRD PARTY) v OREGONn� �((� No exception taken • Make corrections noted ❑ ��A�'l Y 11 i^O ri A. Rejected ❑ Revise and re-submit ❑ r ` f_ Submit specified item ❑ C Y CALt. The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers Date 01/20/2022 By CH 01/�O/�0�� i AI_J___J_.. an i__..__. nnn•� n__a.._� ram.._:.-., �r-.i....., n.._.._a It A:T.-1. r........:L:........'l r -i nnn-i1 nAaa • MiTek'Z4 Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States • Tie-Down Systems Customer: Pacific Wall Systems Jurisdiction: IBC-WD* 250 Klug Circle,Corona,CA 92880 Phone:1951)268-3670 I Fax:(9511 245-9653 Wall Framing Report Run: 37. 5 [14.CF-1H4-13TC] [6"] Demand Loads Wall Framing Tension Comp. Level Compression Posts Summary �, (Towards Wall End) (Towards Wall Center) o _Q C 6, H N V, Q N o c -c c ;v x o e(' 0-a d a o a `o 0_0 o, C s d � o Y =U c,w i .o x rn rn Y ~ u m u w _ o = _ c Post Selection - d Post Selection o >_ c m o o en m eu m E a, ;� ea °' ,y„ N m N LL eu N J Q a. N J 0 5 U 0 _ = O- J fq ea V, R N r-' re7- E 0 U a 0 Q en E 0 U U 37.5[14.CF-1H4-13TC][61 Level 4-Wall: 109 2x6 DF No.2[Full Height Post] (1) 5156 109 2x6 DF No.2[Full Height Post] (1) 5156 5.5" 72 2x6 DF No.2[Bridge Post] (1) 5156 72 2x6 DF No.2[Bridge Post] (1) 5156 700 157 109 Totals: Budge Posts(Tension Chord) 5156 5156 10313 0.068 Totals: Full Height Posts(Comp.Chord) 5156 5156 12.00 10313 0.015 37.5[14.CF-1H4-13TC][6"]-Level 3-Wall: 123 2x6 DF No.2[Full Height Post] (1) 5156 123 2x6 DF No.2[Full Height Post] (1) 5156 5.5" Totals: Full Height Posts(Tension Chord) 5156 5156 10313 0.109 1120 - 1820 124 Totals: Full Height Posts(Comp.Chord) 5156 5156 12.00 10313 0.176 37.5[14.CF-1H4-13TC)[61-Level 2-Wall: 123 2x6 DF No.2[Full Height Post] (1) 5156 123 2x6 DF No.2[Full Height Post] (1) 5156 5.5" Totals: Full Height Posts(Tension Chord) 5156 5156 10313 0.197 2030 - 3850 124 Totals: Full Height Posts(Comp.Chord) 5156 5156 12.00 10313 0.373 37.5[14.CF-1H4-13TC][6"]-Level 1•Wall: 148 2x6 DF No.2[Full Height Post] (1) 5077 148 2x6 DF No.2[Full Height Post] (1) 5077 5.5" Totals: Full Height Posts(Tension Chord) 5077 5077 10154 0.345 3500 - 7350 149 Totals: Full Height Posts(Comp.Chord) 5077 5077 12.00 10154 0.724 ��tp PROFFS mac., Lco NG[NE�9 s/o* cc 2 r DEFERRED SUBMITTAL REVIEW(THIRD PARTY) v OREGON{, �(/ No exception taken in Make corrections noted ❑ ��0,9 'itiQ y 1 1 2.0`_`PsT Rejected ❑ Revise and re-submit ❑ 0 V Submit specified item ❑ CALE- The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date 01/20/2022 By CH ... . • - . .•-,-,•• ,a,_u r____.•__ n___s ia:T_I•(-___:c:_._..-) r -innn-11n•IPaa Mirele Z4- Name: TERRACE GLEN APARTMENTS Number: Tiri nn Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States e—Down Systems Customer: Pacific Wall Systems Jurisdiction IBC-WD* 250 Klug Circle,Corona,CA 92880 Phone:1951126E-3670 I Fax:(951)245-9653 Product Design Values Report Run: 38. 5 [14.CF-1 H4-6C-13TC] [61 Demand Loads Z4 Products Tension Level Rod Bearing Plate Washer Cinch Nut Summary ` o m c c _ - 0 C .Q 'N -0 cn i ^ N C N C c at C o _ _ C N V) N N C .fl O a) 0) I— W > C E Product(s) w -0 c v -- a) m 0 0 c _ crn U m 2 U is 2 ': a) a) o E m eo o mal CD 0 m m + 1' o J U 3 V U L1J U p U > I— Q O U v x c CS ~ as U 38.5[14.CF-1H4-6C- 13TC][61-Level 4 A36 1/2 x 72 64.5 4418 0.009 BPW-5 4447 0.004 CNX-4 9204 0.010 0.026 0.140 0.158 (109") 700 700 72 A36 1/2 x 120 13 4418 0.002 38.5[14.CF-1H4.6C- 13TC][6"]-Level 3 A36 1/2 x 120 107 4418 0.041 BPW-5 4447 0.007 CNX-4 9204 0.012 0.066 0.140 0.412 (124") 1120 1820 - A36 1/2 x 144 17 4418 0.006 38.5[14.CF-1 H4-6C- 13TC][61-Level 2 A36 1/2 x 144 115 4418 0.092 BPW-5 4447 0.013 CNX-4 9204 0.014 0.122 0.140 0.871 (124") 2030 3850 - A36 3/4 x 144 9 9940 0.003 38.5[14.CF-1H4-6C- 13TC][61-Level 1 A36 3/4 x 144 135 9940 0.094 BPW-5 4779 0.020 CNX-6 16942 0.015 0.134 0.140 0.739 (143") 3500 7350 - A36 3/4 x 24 8 9940 0.006 ���0D PROpe ��5 �NG[NEF9 /02 �' 2� �r a�� DEFERRED SUBMITTAL REVIEW(THIRD PARTY) v t- OREGON lL No exception taken Make corrections noted ❑ �'�`•<,0 Al Y 1 1 \2�2'` A*. Rejected 0 Revise and re-submit 0 9 `- Submit specified item LI Fy CALev The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06/3012022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date 01rz0rz022 By CH I.A:T..I-C..-__:.:—_..'1 r 'l nnn'l 1'IP a(7illiffill. a • MiTek'Z4 Name: TERRACE GLEN APARTMENTS Number: Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States a Tie-Down Systems Customer: Pacific Wall Systems Jurisdiction: IBC-WD* 250 Klug Circle,Corona,CA 92880 Phone:19511268-3670 I Fax:(9511 245-9653 Wall Framing Report Run: 38. 5 [14.CF-1H4-6C-13TC] [6"] Demand Loads Wall Framing . Tension Comp. Level Compression Posts Summary 1 (Towards Wall End) (Towards Wall Center) 0 .0 0 2 7, u ,1,-- Vl .0 .0 Ts_ ...• •a �C.. - C y G V, X ms y •- O .0 N 0• '- 0 0 0 t C CC rn E -= 2 d 0O d O d V o) L .C _ct _J N +T C _ v _ .N = Post Selection d Post Selection " n >_ 0. N NJ N J CCC E N CC Cq Cv a_ N m N a_ i7 > 11 d N J C.) V 0 C C p- J in 0 N CO N 7 in E a 0_ a 0 U U 38.5[14.CF-1H4-6C-13TC][61-Level 4 109 2x6 DF No.2[Full Height Post] (1) 5156 109 2x6 DF No.2[Full Height Post] (1) 5156 Wall:5.5" 72 2x6 DF No.2[Bridge Post] (1) 5156 i 72 2x6 DF No.2[Bridge Post] (1) 5156 700 157 109 Totals: Bridge Posts(Tension Chord) 5156t._. 5156 10313 0.068 Totals: Full Height Posts(Comp.Chord) 5156 I 5156 12.00 10313 0.015 38.5[14.CF-1H4-6C-13TC][6"]-Level 3 123 2x6 DF No.2[Full Height Post] (1) 5156 123 2x6 DF No.2[Full Height Post] (1) 5156 Wall:5.5" Totals: Full Height Posts(Tension Chord) 5156 5156 10313 0.109 1120 - 1820 124 Totals: Full Height Posts(Comp.Chord) 5156 5156 12.00 10313 0.176 38.5[14.CF-1H4-6C-13TC][6"]-Level 2- 123 2x6 DF No.2[Full Height Post] (1) 5156 123 2x6 DF No.2[Full Height Post] (1) 5156 Wall:5.5" Totals: Full Height Posts(Tension Chord) 5156 5156 10313 0.197 2030 - 3850 124 Totals: Full Height Posts(Comp.Chord) 5156 5156 12.00 10313 0.373 38.5[14.CF-1H4-6C-13TC][61-Level 1 142 2x6 DF No.2[Full Height Post] (1) 5156 142 2x6 DF No.2[Full Height Post] (1) 5156 Wall:5.5" Totals: Full Height Posts(Tension Chord) 5156 5156 10313 0.339 3500 - 7350 143 Totals: Full Height Posts(Comp.Chord) 5156 5156 12.00 10313 0.713 C`r./`"*rDEFERRED SUBMITTAL REVIEW(THIRD PARTY) (j/No exception taken • Make corrections noted ❑ JQ-VRejected ❑ Revise and re-submit ❑Submit specified item ❑ The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 0 1/20/2022 Date 01n0/2022 By CH ... . ,_ _ ___ - �nr_n r__�:__ n___ 11A:T_L c.___:u:__..". r -inn-. -ianiPao Miek•Z4 Name: TERRACE GLEN APARTMENTS Number: Tie-Down Systems Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Customer: Pacific Wall Systems Jurisdiction IBC-WD* 250 Klug Circle,Corona,CA 92880 Phone:19511268-3670 I Fax:(951)245-9&53 Product Design Values Report Run: 39. 6 [4.WB] [61 Demand Loads Z4 Products Tension Level Rod Bearing Plate Washer Cinch Nut Summary c 0 x N 0 u) t "" U c p -� N c N C N o O N c •y y y wc �' - e) 0) F- x •- c o �•- Ct 0 ._ c > c E Product(s) i v d a) ,—o o N 0- *TT; 0 G c .. 0)as 1a N 2 m in ° 1a rn £ — E m J A o y 0- 0 A + 6 0 J U E V 0 LlJ 0 0 c.) > I-0 Q To 0 C gn x c m it co o M U 39.6[4.W6][6"]-Level A36 1/2 x 120 69.5 4418 0.010 BPW-5 4447 0.004 CNX-4 9204 0.010 0.032 0.140 0.234 4(109") 700 700 72 A36 1/2 x 24 8 4418 0.001 BPW-5 2990 0.006 QED PROJce �G. LNG I NE.C�`�ip� 9 �' 2� r a� DEFERRED SUBMITTAL REVIEW(THIRD PARTY) v OREGOnNA �l`V No exception taken • Make corrections noted ❑ ����i9 7 1 r `O('� P�y Rejected ❑ Revise and re-submit ❑ �� e Submit specified item ❑ Y CALF_ The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES, 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date 01/20/2022 By CH 1l , •A:T_t" r___:c[_....'1 r 'l n nn'1.1 nAacillniffllIllIl C MiTek*Z4 Name: TERRACE GLEN APARTMENTS Number: • Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems Customer: Pacific Wall Systems Jurisdiction: IBC-WD* 250 Klug Circle,Corona,CA 92880 Phone:1951)268-3670 I Fax:(9511245-9653 Wall Framing Report Run: 39. 6 [4.WB] [6"] Demand Loads Wall Framing Tension Comp. Level Compression Posts Summary w (Towards Wall End) (Towards Wall Center) c n c U) -a , U) Y� �� lE . _ s d x N N to -0 in -0 /A 0 c V1 C 0 JD E L d �_C, L .Q -c S J N U z. C 1.•U d U • c N of V h �+ F— V y V rn o o ,n d d Post Selection J Post Selection >_ • u_ H m H li d > J CO O. co J 0 -U C) c0 CD c Q J N co CS (I)F I-- E a 0 a v a 0 U U 39.6[4.WB]161-Level 4-Wall:5.5" 109 2x6 DF No.2[Full Height Post] (1) 5156 109 2x6 DF No.2[Full Height Post] (1) 5156 72 2x6 DF No.2[Bridge Post] (1) 5156 72 2x6 DF No.2[Bridge Post] (1) 5156 700 157 109 Totals: Bridge Posts(Tension Chord) 5156 5156 10313 0.068 Totals: Full Height Posts(Comp.Chord) 5156 5156 12.00 10313 0.015 GI' LN 9 G{NEE /"* 2 DEFERRED SUBMITTAL REVIEW(THIRD PARTY) v� OREGONiii ,N iff4 y 1 1 2QI9N V• No exception taken • Make corrections noted ❑ Rejected IDRevise and re-submit ❑ �t_ �y Submit specified item 0 / CALEV The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date 01/20i21122 By CH aA,_li r__.y t__ n___s AA:T-L r-..-__:f:_.-..'l r _nnn n,n1Rav IiiTek'Z4 Name: TERRACE GLEN APARTMENTS Number: il?-Down Systems Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Customer: Pacific Wall Systems Jurisdiction IBC-WD* 250 Klug Circle,Corona,CA 92880 Phone:(9511268-3670 I Fax:I9511245-9653 Product Design Values Report Run: 40. 7 [B4.CF-B3TC] [6"] Demand Loads Z4 Products Tension Level Rod Bearing Plate Washer Cinch Nut Summary c c x - c o CI)c n o N ...C. U c p at c--c- N c c a)N 0 0 ac a .a _ a .. .0 •- i ofyate x fi V f1 0 •NC .+ i- a+ c c .0 Co N -• d d o1- 0 Product(s) .. • c. -0. 2 0 2 7> cfOco m CO °- CO a CO - a o_ + m CO c aE = E m J A o to ai o 0 W U Ca 111 oi F oU 0 m` ~ v 40.7[B4.CF-B3TC][6"]- A36 1/2 x 72 63.5 4418 0.028 BPW-5 4447 0.013 CNX-4 9204 0.014 0.059 0.140 0.475 Level 5(109") 2100 2100 72 A36 5/8 x 120 14 6903 0.004 40.7[B4.CF-B3TC](61 A36 5/8 x 120 106 6903 0.087 BPW-5 4779 0.026 CNX-5 14067 0.014 0.134 0.140 0.862 Level 4(124") 3850 5950 - A36 7/8 x 144 18 13530 0.007 40.7[B4.CF•B3TC][61 A36 7/8 x 144 114 13530 0.093 BPW-7 7688 0.023 CNX-7 28187 0.014 0.134 0.140 0.879 Level 3(124") 5950 11900 - A36 1 1/4 x 144 10 27612 0.004 40.7[B4.CF-B3TC][61 A36 1 1/4 x 144 122 27612 0.083 BPW-11 10735 0.026 CNX-10 54190 0.018 0.137 0.140 0.815 Level 2(136") 8750 20650 - A36 1 1/4 x 120 14 27612 0.010 40.7[B4.CF-B3TC][6"] A36 1 1/4 x 120 106 27612 0.093 BPW-7 7688 0.023 CNX-10 54190 0.016 0.140 0.140 0.963 Level 1(114") 5950 26600 - A36 1 1/4 x 24 8 27612 0.007 <c. ci,o PROFFss ��S NG]NEF�9 /02 9r r'' a�l - DEFERRED SUBMITTAL REVIEW(THIRD PARTY) rr OREGON �((7 No exception taken Make corrections noted ❑ Ns�[41�y ' \20 A V\NI�� Rejected ❑ Revise and re-submit 0 17L� � Submit specified item ❑ � CAL'c The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. Kramer Gehlen and Associates,Inc. EXPIRES: 06/30/2022 Consulting Structural Engineers 01/20/2022 Date 01/202022 By CH •A:T-I- r'.,-__:L:_....'1 r nnnn'I Innacr Name: TERRACE GLEN APARTMENTS Number: MiTek • Z4 j - Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States r Tie-Down Systems Customer: Pacific Wall Systems Jurisdiction: IBC-WD* 250 Ktug Circle,Corona,CA 92880 Phone:1951)268-3670 I Fax:(9511 2.45-9653 Wall Framing Report Run: 40. 7 [B4.CF-B3TC] [6"] Demand Loads Wall Framing Tension Comp. Level Compression Posts Summary ,-7) (Towards Wall End) (Towards Wall Center) o a .2' ,, .0 C IAU) U) v L C Z.. x NO V) O N L C E G- V N -0E 12 a. 0 a. ON a.Co a) tas � t L g J r U w C • 0) _• U_ U_ _- 'O rn a) . d •w T7, GI C) Post Selection LO • O L m - Post Selection - -E a aa y oau l 7, o L i a) _1 -I C. Q. a) J C.) a C1 0 tn tO in MI In 1- E J °a. 0 a 0 Q 0 U U 40.7[B4.CF-B3TC][6"]-Level 5-Wall:5.5" 109 2x6 DF No.2[Full Height Post] (1) 5156 109 2x6 DF No.2[Full Height Post] (1) 5156 72 2x6 DF No.2[Bridge Post] (1) 5156 72 2x6 DF No.2[Bridge Post] (1) 5156 2100 471 109 Totals: Bridge Posts(Tension Chord) 5156 5156 10313 0.204 Totals: Full Height Posts(Comp.Chord) 5156 5156 15.00 10313 0.046 40.7[B4.CF-B3TC][6")-Level 4-Wall:5.5" 123 2x6 DF No.2[Full Height Post] (1) 5156 123 2x6 DF No.2[Full Height Post] (1) 5156 Totals: Full Height Posts(Tension Chord) 5156 5156 10313 0.373 3850 - 5950 124 Totals: Full Height Posts(Comp.Chord) 5156 5156 15.00 10313 0.577 40.7[B4.CF-B3TC][6"]-Level 3-Wall:5.5" 123 2x6 DF No.2[Full Height Post] (2) 10313 123 2x6 DF No.2[Full Height Post] (1) 5156 Totals: Full Height Posts(Tension Chord) 10313 5156 15469 0.385 5950 - 11900 124 Totals: Full Height Posts(Comp.Chord) 10313 5156 15.00 15469 0.769 40.7[B4.CF-B3TC][6"]-Level 2-Wall:5.5" 135 2x6 DF No.2[Full Height Post] (2) 10313 135 2x6 DF No.2[Full Height Post] (3) 15469 Totals: Full Height Posts(Tension Chord) 10313 13535 23848 0.367 8750 - 20650 136 Totals: Full Height Posts(Comp.Chord) 10313 15469 15.00 25781 0.801 40.7[B4.CF-B3TC][6"]-Level 1-Wall:5.5" 113 2x6 DF No.2[Full Height Post] (2) 10313 113 2x6 DF No.2[Full Height Post] (4) 20625 Totals: Full Height Posts(Tension Chord) 10313 10957 21270 0.280 5950 - 26600 114 Totals: Full Height Posts(Comp.Chord) 10313 20625 15.00 30938 0.860 -_EO PROPe •mac. 04G]N EF9 s/04. cc 2 r --z ) (--- 14/ DEFERRED SUBMITTAL REVIEW(THIRD PARTY) OREGON No exception taken Make corrections noted ❑ T9 4 y 2. J�,\ Rejected CI Revise and re-submit 0 . A n Submit specified item 0 C A►-� The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES. 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date 01/20/2022 By CH P.A:T_I. r..-_..:I:_.-..n r nnnn n-in-Pao T iTek'IlZL Name: TERRACE GLEN APARTMENTS Number: Tie-Down SystemsAddress: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Customer: Pacific Wall Systems Jurisdiction IBC-WD* 250 Ktug Circle,Corona,CA 92880 Phone:19511 268-36 70 I Fax:[9511245-9652 Product Design Values Report Run: 41. 8 [B4.CF-B3TC] [61 Demand Loads Z4 Products Tension Level Rod Bearing Plate Washer Cinch Nut Summary c c x ^ - 0 m MS w o m ... = m c pM cc a\ a 2 m c in 8 c - c z. 61 I- c > c o Product(s) L -o O v Y y a/ a 0 rn u is o ca 2 o A a. Do n o 3 m a co a a °' a 0- ; c J E £ m J co 0 co y N O U O U a\ 0 W U 0 U > F Q O U v_ CO x c COIt MC 0 U 41.8[B4.CF-B3TC][6"]• A36 5/8 x 72 63.5 6903 0.046 BPW-6 5657 0.035 CNX-5 14067 0.016 0.107 0.140 0.928 Level 5(109") 5250 5250 72 A36 5/8 x 120 14 6903 0.010 41.8[B4.CF•B3TC][61 A36 5/8 x 120 106 6903 0.092 BPW-5 4779 0.006 CNX-5 14067 0.010 0.119 0.140 0.913 Level 4(124") 1050 6300 - A36 3/4 x 144 18 9940 0.011 41.8[B4.CF-B3TC][6"] A36 3/4 x 144 114 9940 0.098 BPW-5 4779 0.016 CNX-6 16942 0.014 0.133 0.140 0.915 Level 3(124") 2800 9100 - A36 1 x 144 10 17671 0.005 41.8[B4.CF-B3TC][61• A36 1 x 144 122 17671 0.090 BPW-7 7688 0.017 CNX-8 29283 0.014 0.131 0.140 0.792 Level 2(136") 4900 14000 - A36 1 x 120 14 17671 0.010 41.8[B4.CF-B3TC][61 A36 1 x 120 106 17671 0.093 BPW-7 7688 0.010 CNX-8 29283 0.012 0.122 0.140 0.951 Level 1(114") 2800 16800 - A361 x 24 8 17671 0.007 `-9,Ep PRQFe cc cN�']NEF9 /o* 2--Q-, (-- DEFERRED SUBMITTAL REVIEW(THIRD PARTY) v OREGON 0� No exception taken in Make corrections noted ❑ ��A'Y .,,, , 4 y 1 2.0 v A� Rejected ❑ Revise and re-submit ❑ ' . `_ Submit specified item ❑ Y CALEp' The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06/30/2022 Kramer Gehlen and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date 01/20/2022 By CH It A:T_I. C-__or:_.-...1 r n r,nf n I rPti TRMORI _; rrirrrr ..._ MiTek'Z4" Name: TERRACE GLEN APARTMENTS Number: ' , Address: 9640 SW GREENBURG, TIGARD,OR 97223 Region: United States Tie-Down Systems Customer: Pacific Wall Systems Jurisdiction: IBC-WD* 250 Klug Circle,Corona,CA 92880 Phone:1951)268-3670 I Fax:(951]245-9653 Wall Framing Report Run: 41. 8 [B4.CF-B3TC] [6"] Demand Loads Wall Framing Tension Comp. Level Compression Posts Summary 3 (Towards Wall End) (Towards Wall Center) o N - 0 y) a+ ` Y C L C N d N x u)-0 U) '6 N L += C N C N Q d = d L a U CD -0 g J N U P C _ -o = _ N a, Post Se►ection w Post Selection la d a. >_ o- w) Cn j a O 7 uk 0, N J N J N E N co N Li: C m C LL - 0.CU ., 0. N __IU U 0 t` F E o 0 o V (I' E o o_ a_ ' 0 U 41.8[B4.CF-B3TC][61-Level 5-Wall:5.5" 109 2x6 DF No.2[Full Height Post] (1) 5156 I_ 109 2x6 DF No.2[Full Height Post] (1) 5156 72 2x6 DF No.2[Bridge Post] (1) 5156 72 2x6 DF No.2[Bridge Post] (1) 5156 - 5250 1177 109 Totals: Bridge Posts(Tension Chord) 5156 5156 10313 0.509 Totals: Full Height Posts(Comp.Chord) 5156 5156 12.00 10313 0.114 41.8[B4.CF-B3TC][6"]-Level 4-Wall:5.5" 123 2x6 DF No.2[Full Height Post] (1) 5156 123 2x6 DF No.2[Full Height Post] (1) 5156 Totals: Full Height Posts(Tension Chord) 5156 5156 10313 0.102 1050 - 6300 124 Totals: Full Height Posts(Comp.Chord) 5156 5156 12.00 10313 0.611 41.8[B4.CF-B3TC][6"]-Level 3-Wall:5.5" 123 2x6 DF No.2[Full Height Post] (1) 5156 123 2x6 DF No.2[Full Height Post] (1) 5156 Totals: Full Height Posts(Tension Chord) 5156 5156 10313 0.272 2800 - 9100 124 Totals: Full Height Posts(Comp.Chord) 5156 5156 12.00 10313 0.882 41.8[B4.CF-B3TC][6"]-Level 2-Wall:5.5" 135 2x6 DF No.2[Full Height Post] (2) 10313 135 2x6 DF No.2[Full Height Post] (1) 5156 Totals: Full Height Posts(Tension Chord) 10313 5156 15469 0.317 4900 - 14000 136 Totals: Full Height Posts(Comp.Chord) 10313 5156 12.00 15469 0.905 41.8[B4.CF-B3TC][6"]-Level 1-Wall:5.5" 113 2x6 DF No.2[Full Height Post] (2) 10313 113 2x6 DF No.2[Full Height Post] (2) 10313 Totals: Full Height Posts(Tension Chord) 10313 10313 20625 0.136 2800 - 16800 114 Totals: Full Height Posts(Comp.Chord) 10313 10313 12.00 20625 0.815 ��RE0 PROFESS �� ENGINFF9 /p%� C 2 P r ail 44/ DEFERRED SUBMITTAL REVIEW(THIRD PARTY) v OREGON No exception taken • Make corrections noted ❑ A,iio9 4>' 11 ,2e �PN4 Rejected ❑ Revise and re-submit ❑ 'l. {y Submit specified item 0 1 CAL�V The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. EXPIRES: 06/30/2022 Kramer Gehien and Associates,Inc. Consulting Structural Engineers 01/20/2022 Date 01/20/2022 By CH In:T_1. r...-...:.c:_.-..-1 r nnnn-mi niPa aa1111111.1111111