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Report (4) OFFICE COPY Submittal Response Letter ARCHIILCIJRL SERA URBAN DESIGN+PLANNING INTERIOR DESIGN • Date 2020.12.09 Project Name Dartmouth Apartments RECEIVED Project Number 1903007 Attention Eliot Adams DEC 1 0 2020 Company Essex General Construction Inc Address 4284 W 7t1i Avenue CITY OF TIGARD Eugene, Oregon, 97402 BUILDING DIVISION Phone (503) 747-0092 Email eliot.adams@essexgc.com Submittal Name Continuous Rod Holdown System Submittal No. 06 10 00 - 2 Revision 1 The following comments refer to the submittal listed above. They supplement all comments made within the submittal itself and do not necessarily represent all comments within this submittal. �+ General Comments: OFFICE COPY Please coordinate holdown locations with MEPF systems, especially outlet locations. APPROVED Sender Hiu Man Law cc Artur Grochowski REVISION SUBMITTAL REVIEW V NO EXCEPTIONS NOTED ❑ DISAPPROVED 13 u p D,.o 9 -o o 3 y 6 ❑ NO EXCEPTIONS NOTED IN CORRECTED COPY LI REVISE AND RESUBMIT ❑ NOT REVIEWED 1 1 9 / S w 7 d Reviewed only for general conformance with the design concept r q vc of the project and general compliance with the information given in the Contract Documents. This review does not.affect the Contractors responsibility to perform all contract requirements with no change in contract price or time. Any actions shown are subject to the requirements of the Contract Documents. Contractor is responsible to confirm and correlate dimensions at the site for information that pertains solely to the fabrication Yaw— a Z a...® processes for the means, methods, techniques, procedures, sequences, and quantities necessary to complete the contract and for coordination of the work of all trades and the satisfactory performance of his work. Any review is undertaken solely to satisfy Architect's obligations, if any, to the Owner and shall not give rise to claim by Contractor or other parties against Architect or Owner. Hiu Man Law REVIEWED BY SERA • 12/9/2020 DATE 338 NW 5TH AVENUE PORTLAND OR 97209 T 503.445.7372 F 503.445.7395 SERADESIGN.COM r . I--=�� Submittal Review Essex 72nc & Dartmouth , GENERAL CONSTRUCTION,INC. Section: 061000-2.1 Date: 11/30/20 Subcontractor/Supplier: Timber Tech Framing Description: Continuous Rod Holdown System (DEFERRED SUBMITTAL) Contractor: Sta m p MiTek Z4 Continuous Rod Tie-Down Shop Drawings Essex General Construction Inc MiTek Z4 Continuous Rod Tie-Down Calculations This drawing or submittal has been reviewed ICC-ES Evaluation Report, ESR-2190 for general conformance with plans and specifications.Review does not relieve fabricator/vendor or subcontractor of responsibility for errors,omissions,or non-compliance with contract documents. x 11/30/2020 Reviewed Eliot Adams Architect: Sta m p Engineer/Consultant: Stamp IN REVIEWED ❑REVISE AND RESUBMIT ❑REJECTED ❑FURNISH AS CORRECTED Corrections or comment made on the shop drawings during thi i review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. This contractor is responsible for confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of constructior; coordinating his work wi h that of all other trades;and performing his work in a safe and satisfactory manner. FROELICH ENGINEER , INC. DATE: 12/08/2020 BY: BJH 4284 W 7,"Avenue.Eugene,OR 97402 1541-342-4509 www.essexgc.com 17400 SW 65,'Aven ue.lake Oswego,OR 97035 1503-747-0092 CC8#OR 54531 I WA ESSEXGC852JC Mr nU110!Wfrasto,MC WOOD STRUCTURES Commercial - 503 708 4310 - Residential TRANSMITTAL TO: Essex General Construction Inc. DATE: 11.30.2020 ATTN: Scott Howell/ Eliot Adams RE: 72nd Dartmouth 17400 SW 65th Ave .Suite 100 72" Ave Dartmouth Lake Oswego , OR 97035 Tigard , Or.97223 We transmit via ❑ US MAIL D FAX ® E-MAIL ❑ HAND DELIVERED the following: ❑ BID PROPOSAL ® SUBMITTAL U RFI n CHANGE ORDER REQUEST ❑ SUBSTUTION REQUEST ❑ BILLING QTY DESCRIPTION 1 Transmittal 2 Sealed- Mitek Z4 Shop Drawings Dartmouth Apaitinents Revl 11.24.20 3 Sealed- Mitek Z4 Calc Package Dal lniouth Apa,lments Rev 1 1 1.24.20 4 ESR- 2190 Timber Technologies LLC 38686 SE Rude Road Sandy,OR 97055 Phone:503- 708-4310 WWW.Timbertechnologies11c.com Fax: 503-637-3300 MiTek MiTek USA, Inc. 250 Klug Circle 92880 usp IFIHReuTila C�^ Corona,CA 951.245.9525.9525 Date: November 24, 2020 Project: Dartmouth Apartments Revision: Z4 Delta 1 To: Chris Williams Regarding: Narrative of MiTek Z4 Submittal Package Revision Z4 Delta 1(Sealed: November 24,2020) Hello, This narrative letter addresses a brief summary of the modifications made to the MiTek Z4 Submittal Package for the project"Dartmouth Apartments"due to EOR comments.The modifications are as follows: • Updated details 4 and 9 on sheet Z4-01 to accurately depict balloon framing condition. • Removed detail 13 on sheet Z4-01. • Added elevation and layout graphics for compression posts per specification in EOR's structural documents for visual aid and coordination.Since the posts are the EOR's design, quantity and size have not been specified and the structural documents should be referred to for that information. • Added dimension indicating distance from end of wall to center of rod on post layout graphic. 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 MiTek® Z4 Tie - Down Systems Zone Four Calculations Continuous Rod System Submittal Date: November 24,2020 Reference: Z4 Delta 1 Plan Date: Structural:07/31/2020 Project Name: Dartmouth Apartments Project Address: 11974; 11882 SW 72nd Ave 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 EOR 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. CTURq< �.�.O PROFF. /�\� GIN S�QG OREGON e4 RCN2o `SE EKr- EXPIRES:06/30/2021 SEALED:11/24/2020 12 PAGES Zone Four Corona,CA 92880 Office: (951)245-9525 M?ek"Z4 Name: DARTMOUTH APARTMENTS-NORTH BLDG Number: Address: 11990 SW 72ND AVE.,TIGARD,OR 97223 Region: United States Tie-Down Systems Customer. Jurisdiction: IBC-WD* 250 Klug Circle,Cava,CA 92880 Phone:(9511 268-3670 I Fax:(9511245-9653 Product Design Values Report Run: 1. 1-TB [6 i • Demand Loads 24 Products Tension Level Rod Bearing Plate Washer Cinch Nut Summary c c_ a ,-1-, C u, •L- V coa .0-a- G, N• N C N O 41N ITN y E a la .. a co cn N 'w„ I- CM S C ) G C, 2 N 11 — 0 1- 2 i 2 E0 Products ' Ix ' c v' d _ B N p A p- O N G 0 I2 C d 6 N C O N caw J N 0 N n N + 300 U d -VI £p y U W U O U e U C] U V U a ` p in I' ~ 1.1-TB[61-Level 4 (120„) A36 112 x 120 106 ; 4418 0,044 ' BPW-5 4447 0.012 CNX-4 ', 9204 0.014 0.075 0.453 2000 2000 - A36 5l8 x 120 14 6903 0.004 1.1-TB[61-Level 3 A36 518 x 120 106 6903 0,088 BPW-5 4779 . 0.028 CNX-5 14067 0.014. 0.137 0.869 (123") 4000 6000 - A36 7/8 x 144 17 13530 0.007 1.1-TB[61-Level 2 A36 7/8 x 144 115 13530 0.079 BPW-5 4779 0.028 CNX-7 28187 0.012 0.123 0.837 (123") 4000 10000 B71 x 24 8 36816 0.004 ,y p PRQcF, ' ' /�O\� G]N 10,p /gL VOREGON .rt..\•f° BiLj4 RCH2O SSEEKr- EXPIRES:06/30/2021 SEALED:11/24/2020 Friday, September 11, 2020 Product Design Values Report MiTek Specifier v2.1.0.123 1 MiTek•Z4 Name: DARTMOUTH APARTMENTS-NORTH BLDG Number: Address: 11990 SW 72ND AVE.,TIGARD,OR 97223 Region: United States Tie-Down Systems Customer. Jurisdiction: IBC-WD` 250 Klug Circle,Corona.CA 92880 Phone:i9511 268-3670 I Fax:i9511 245-9653 Product Design Values Report Run: 2. 2-TB [6"] • Demand Loads 24 Products Tension Level Rod Bearing Plate Washer Cinch Nut Summary c c c c — o 0, 2 w t 2 4 -- 4 2 d c 5 a c U U d3 C c c c c o o d C_ i c > c o Product(s) - •r3 .q o Z. .0 o w m 2 . a 0 o c c m m a a G > c . �- � a m °.�' O. o a m `m o. A * .Jo coil - o E c c� w o r> > �n o - o U a H F (.2 jB[6"]-Level 5 A36 1/2 x 120 109 4418 0.046 BPW-5 4447 0.012 CNX-4 9204 0.014 0.075 0.453 1 120" 2000 2000 - A36 5/8 x 144 11 6903 0.003 2.2-TB[61-Level 4 A36 5/8 x 144 121 6903 0.084 BPW-5 .4779 0.017 CNX-5 14067 0.013 0.120 0.724 (135") I i i._. .. 3000 5000 - A36 3/4 x 120 14 9940 0.007 2.2-TB[61-Level 3 A36 3/4 x 120 106 9940 0.070 i BPW-5 4779 0.011 CNX-6 16942 0.013 0.102 0.704 (123") 2000 7000 - A36 7/8 x 144 17 13530 0.008 • 2.2-TB[81-Level 2 A36 7/8 x 144 115 13530 0.087 BPW-5 4779 0.028 CNX-7 28187 C.012 0.132 0.837 (123") 4000 11000 ' - 1371 x 24 8 36816 0.005 ,oRUCTUR,y< �,i,0 PROFF, /O\5� GIN p OREGON ��'I RCNZ* 5 SSE E K" EXPIRES:06/30/2021 SEALED: 11/24/2020 Friday, September 11,2020 Product Design Values Report MiTek Specifier v2.1.0.123 2 Milek"ui Name: DARTMOUTH APARTMENTS-NORTH BLDG Number: Address: 11990 SW 72ND AVE.,TIGARD,OR 97223 Region: United States Tie-Down Systems Customer. Jurisdiction: IBC-WD' 250 Kl Circle,Corona,CA 92880 Phone: 268-3670 I Fax:1951)245-9653 Product Design Values Report Run: 3. 3 [61 - Demand Loads Z4 Products Tension Level Rod Bearing Plate Washer Cinch Nut Summary • c _ o N C N t c.ra .c.0 cn .7 E N C N O ,N Q,y N r f-. ..�. 2 �- C 3 L C 13 d .-0 W G 9 1 °' = m E Products) t 2 a 2 v y a 2 09 c o "En 'u o u u o u m rn N O � O 0 W w m N N > 0.- E E 0 °.J' N o a. N O. P # J O 3 2 Ep E Ep y U W V CI 0 m @ U O U V U v 19. p 1— I-- 00 3.3[6"]-Level 5(120") ( A36 1/2 x 120 1 109 4418 0.068 BPW-5 i 4447(0.018 CNX-4 ' 9204 0.017 0.107 1 0.679 3000 3000 - i A36 3/4 x 144 •11 9940 0 003Y 3.3[6"]-Level 4(135") A36 3/4 x 144 121 9940 0.091 BPW-6 5657 0.031 CNX-6 16942 0.0'7 0.145 0.884 5000 8000 - A36 1 x 120 14 17671 0.006 3.3[61-Level 3(123") A36 1 x 120 106 17671 0.083 BPW-7 7688 0.033 CNX-8 29283%0.015 0.143 10.910 — 1- 7000 15000 - A361 118 x 144 17 22365 0.011 3.3[6"]-Level 2(123") A36 1 118 x 144 115 22365 0.105 BPW-7 7688 0.033 CNX-9 42337 l 0.0'3 0.161 0.984 7000 22000 - B7 HDG 1 x 24 8 37556 0.009 RA., ,p PROFS. 5� GIN /gL �, p v OREGON n °Mq RCN`L�^ SSE E 1<r" EXPIRES:06/30/2021 SEALED:11/24/2020 Friday, September 11,2020 Product Design Values Report MiTek Specifier v2.1.0.123 3 • T, • M i lek Z4 Name: DARTMOUTH APARTMENTS-NORTH BLDG Number: Address: 11990 SW 72ND AVE.,TIGARD,OR 97223 Region: United States Tie-Down Systems Customer. Jurisdiction: IBC-WD' 250 Ktug Circle.Corona,CA 92860 Phone:1961)268-3670 I Fax:1951)245-9653 Product Design Values Report Run: 4. 3-TB [61 - Demand Loads Z4 Products Tension Level Rod Bearing Plate Washer Cinch Nut Summary 2 G N .c C. .y.G 2 S. c u N % o=. c --y : — Jo c s o ma rna C ." ~c = o Cp .... — 2 p n -c ~ c ? c o Product(s) rn -g m c •� '� c •'�' m o E c 71 a 1° o- o m a c n. a °f a a Cl d= o.N w m J MI 0 N N m + J U U ' -rp E`p U W 0 U j .� 00 U v 0 0 I /— QO 4.3•1B[61-Level 5 A36 1/2 x 120 109 4418 0.068 BPW-5 4447 0.018 CNX 4 9204 0.017 0.107 0.679 (120") , 3000 3000 A36 3/4 x 144 11 9940 0.003 4.3-TB[6"]-Level 4 A36 3/4 x 144 121 9940 0.091 BPW-6 5657 0.031 CNX-6 16942 0.017 0.145 0.884 (135") 5000 8000 - A36 1 x 120 14 17671 0.006 4.3-TB[61-Level 3 A361 x 120 106 17671 0.083 BPW-7 7688 0.033 CNX-8 29283 0.015 0.143 0.910 (123") 7000 15000 - A36 1 118 x 144 17 22365 0.011 4.3-TB[61•Level 2 A361 1/8 x 144 115 22365 0.105 BPW-7 7688 0.033 CNX-9 42337 0.013 0.161 0.984 (123") 7000 22000 1 B7 1 x 24 8 36816 0.009 9.1¢UCTURq< �,�,0 PROic�, /.. GIN / Si f se OREGON ,��q RCN2�^ 5 SSE E Kr— EXPIRES:06/30/2021 SEALED: 11/24/2020 Friday, September 11, 2020 Product Design Values Report MiTek Specifier v2.1.0.123 4 M Te le Z/ Name: DARTMOUTH APARTMENTS-NORTH BLDG Number: � Address: 11990 SW 72ND AVE.,TIGARD,OR 97223 Region: United States Tie-Down Systems Customer. Jurisdiction: IBC-WD' 250 Ktug Circle.Corona,CA 92880 Phone:(951)268-3670 I Fax:[951)245-9653 Product Design Values Report Run: 5. 4 [61 - Demand Loads Z4 Products Tension Level Rod Bearing Plate Washer Cinch Nut Summary r — — o w o.3 .c o- ma •y = a S .o a o mo rnm w V I— "calV = `. c u — c u a y E v F c > o £o Product(s) en CI -m 2 'chi u o - a m L P. o > c a > a frli d m -�1 m O m d m J O V w 3 o E o m U W U O U a i U O U V U •0 i G - it 1— m 5.4[61-Level 5(120") A361/2 x 120 109 4418 0.091 BPW-5 4447 0.033 CNX-4 9204 10.020'0146 0.905 4000 4000 - ' A36 718 x 144 11 13530 0.003 5.4[6"]•Level 4(135") A36 7/8 x 144 121 13530 0.083 BPW-7 7688 0.024 CNX-7 28187 0.014 0.127 0.780 6000 10000 - A361 1/8 x 120 14 22365 0.006 i 1 5.4[6"]-Level 3(123") A36 1 1/8 x 120 106 22365 0.079 i BPW-9 8958 0.032 CNX-9 42337 0.014 0.135 , 0.893 8000 18000 - A361 1/4 x 144 17 27612 0.010 5.4[61-Level 2(123") A36 1 114 x 144 115 27612 0.099 BPW-9 8958 0.032 CNX-10 54190 0.017 0.157 0.942 8000 26000 - B7 HDG 1 1/8 x 24 8 47427 0.009 -0R1.1CTU/3q4 '� DPRo1 , /�\�� GI OREGON /��q RCN2C^ `SSE E lisr— EXPIRES:06/30/2021 SEALED: 11/24/2020 Friday, September 11, 2020 Product Design Values Report MiTek Specifier v2.1.0.123 5 MiTek'Z4 Name: DARTMOUTH APARTMENTS-NORTH BLDG Number: Address: 11990 SW 72ND AVE.,TIGARD,OR 97223 Region: United States Tie Down Systems Customer. Jurisdiction: IBC-WD* 250 Ktug Circle,Corona,CA 92880 Phone::951)268-3670 I Fax:'I9511245-9653 Product Design Values Report Run: 6. 4-TB [61 - Demand Loads Z4 Products Tension Level Rod Bearing Plate Washer Cinch Nut Summary c cc 5 g ' dda so C dO Ga % E- .0 =- .a a C ~ C = v — o -. N II =c cE o � ' ` p i7i a, — c 0 Product(s) "IS ii o � o m m e al rn J UN J E O £ m J , 0 0 CuN Yo U G a,UV U0 FH c 6.4-TB[61-Level 5 A36 1/2 x 120 109 4418 0.091 BPW-5 4447 0.033 CNX-4 9204 0.020 0.146 0.905 (120") 4000 4000 - A36 7/8 x 144 11 13530 0.003 I 6.4-TB S [6"]-Level 4 • A36 718 x 144 121 13530 0.083 BPW-7 7688 0.024 CNX-7 28187 0.014 0.127 0.780 (1 _�. i I 6000 10000 - A361 1/8 x 120 14 22365 0.006 6.4-TB[61-Level 3 A36 1 1/8 x 120 106 22365 0.079 BPW-9 8958 0.032 CNX-9 42337 0.014 0.135 0.893 (123") 8000 18000 - A361 1/4 x 144 17 27612 0.010 • 6.4•TB[61-Level 2 A361 1/4 x 144 115 27612 0.099 BPW-9 8958 0.032 CNX-10 54190 0.017 0.157 0.942 (123") 8000 26000 - B7 1 1/8 x 24 8 46595 0.009 I �,�RUCTU7?q< �•a.O PROFF.s/c GIN � gG .6 OREGON N RCN2° SSE E K EXPIRES:06/30/2021 SEALED:1 1/2412 02 0 Friday, September 11,2020 Product Design Values Report MiTek Specifier v2.1.0.123 6 MiTek'Z4 Name: DARTMOUTH APARTMENTS-NORTH BLDG Number. Address: 11990 SW 72ND AVE.,TIGARD,OR 97223 Region: United States Tie-Down Systems Customer. Jurisdiction: IBC-WD* 250 Klug Circle,Corona,CA 92880 Phone:i951 268-3670 I Fax:(9 51)245-9 653 Product Design Values Report Run: 7. 6 [61 - Demand Loads Z4 Products Tension Level Rod Bearing Plate Washer Cinch Nut Summary c c E g N °Iii L C `^ .`�. I- - = — c u = c u - Ta as -c I- 0 > c = Product(s) cn i. .6 o 'a u o •a w o o c 0 c c n rn m m m cl > > E 0] J a 0 re N m + J O V m J U = a rn U W U CS U a -U Cs U v m O I— I- 00 7.6[61-Level 5(108") A36 1/2 x 120 100 4418 0.063 BPW-5 4447 1 0.018 CNX-4 9204 0.017 0100 0.679 3000 3000 A36 314 x 120 8 9940 0.002 i 1 7.6[61-Level 5(123") A36 3/4 x 120 112 9940 0.095 BPW-7 7688 0.024 CNX-6 16942 0.018 0.142 0.905 6000 9000 - A361 x 120 11 17671 0.005 7.6[61-Level 4(123") A361 x 120 109 17671 0.092 BPW-7 7688 0.033 CNX-8 29283 0.015 0.148 0.910 7000 16000 - A361 1/4 x 120 14 27612 0.007 7.6[61-Level 3(123") A36 1 1/4 x 120 106 27612 0.088 BPW-11 10735 0.028 CNX-10 54190 0.018 0.143 0.905 9000 25000 - A361 112 x 144 17 39761 0.010 7.6[6"]-Level 2(123") A36 1 1/2 x 144 115 39761 0.092 BPW-11 10735 0.035 CNX-12 82835 0.017 0153 " 0.932 10000 35000 B7HDG11i4x24 8 58448 0.009 S.,RucruR.14 �,A,p PRop /,, .., N /r .6a OREGON , AMA RCNZ. 5 FSSEEKr- EXPIRES:06/30/2021 SEALED: 11/24/2020 Friday, September 11, 2020 Product Design Values Report MiTek Specifier v2.1.0.123 7 M7ek•Z4 Name: DARTMOUTH APARTMENTS-NORTH BLDG Number: G Address: 11990 SW 72ND AVE.,TIGARD,OR 97223 Region: United States Tie-Down Systems Customer. Jurisdiction: IBC WD* 250 Klug Circle.Corona,CA 92880 Phone:19511268-3670 I Fax:]9511245-9653 Product Design Values Report Run: 8. 6-TB [6"] • Demand Loads Z4 Products Tension Level Rod Bearing Plate Washer Cinch Nut Summary c c 'a Q Toi0 . c - ca 'ca 0' H E ^y _ N 0 O N g O C �C .0 O a - 0 .0 G o c f m C.'-. F a = — c u - c 2 - 0 a n -s F c = c 0 Product(s) , 'chi 'chi is o 'c�.i "' a ` , ^' 0. 1O 0. 0 = 0. CO d 0. °1 a a * a C o.N a £ E Ca J a 0 a t a —4. V U O - U E U a C.) W U O U U 9 0 0 it- '-- 00 I 8.6-TB[fi"]-Level 5 A36 1/2 x 120 100 4418 0.063 BPW-5 4447 0.018 CNX-4 9204 0.017 0 100 0.679 1 (108") 1__ 3000 3000 - A36 314 x 120 8 9940 0.002 8.6-TB[fi"]-Level 5 A36 3/4 x 120 112 9940 0.095 BPW-7 7688 0.024 CNX-6 16942 0.018 0.142 0.905 (123") - 6000 9000 - A36 1 x 120 11 17671 0.005 8.6-TB[6"]-Level 4 (123,) A36 1 x 120 109 17671 0.092 BPVV-7 7688 0033 CNX-8 29283 0.015 0.148 0.910 7000 16000 - A361 1/4 x 120 14 r27612 0.007 S.6-TB[61-Level 3 A36 1 1/4 x 120 106 27612 0.088 BPW-11 10735 0,028 CNX-10 54190 0.018 0.143 0.905 (123") 9000 25000 - A36 1 1/2 x 144 17 39761 0.010 8.6-TB[6"]-Level 2 A36 1 1/2 x 144 115 39761 0.092 BPW-11 10735 0,035 CNX-12 82835 0.017 0.153 0.932 (123") 10000 35000 - B7 1 1/4 x 24 8 57524 0.009 �,�,p PROF;, /iL�� ` GIN pl.p /Qt. OREGON MA RCN2^^`SE E KO� EXPIRES:06/30/2021 SEALED:11/24/2020 Friday, September 11, 2020 Product Design Values Report MiTek Specifier v2.1.0.123 8 MiTek'Z4 Name: DARTMOUTH APARTMENTS-NORTH BLDG Number. Tie Down S stems Address: 11990 SW 72ND AVE.,TIGARD,OR 97223 Region: United States Y Customer: Jurisdiction: IBC-WD` 250 Mug Circle,Corona,CA 92B8D Phone:l9511 268-36 70 I Far[9 511 245-9 653 Product Design Values Report Run: 9. 7 [61 • Demand Loads Z4 Products Tension Level Rod Bearing Plate Washer Cinch Nut Summary c c c - c o . O N .c Q d 0 d 01 b v N C N O N . 81 W 1 0 F 0 = ,. = G = a O 1-3 a N G o c a c ">_ c o Product(s) rn m -0 c m . 0 o z c A rn m m m o > c.- a>i E m a o a m a, n. m v 3 . 3 o E o a, U 03 0 U m U = 0,C) 120 (-1 v 1.2 0.3 9.7[6"]-Level 5(108") A361/2 x 120 . 100 4418 0.063 BPW-5 4447 0.018 CNX-4 9204 0.017 I 0.100 0.679 3000 3000 - A36 7/8 x 120 8 13530 0.002 9.7[61-Level 5(123") i A36 7/8 x 120 112 13530 0.085 1 BPW-9 8958 0.032 CNX-7 28187 0.015 0.137 0.893 8000 11000 A361 1/8 x 120 11 22365 0.005 9.7[61-Level 4(123") A36 1 1/8 x 120 109 22365 0.100 BPW-17-6 17161 0.018 CNX-9 :42337 0.015 0.139 0.984 11000 22000 - A361 1/2 x 120 14 39761 0.007 • 9.7[61-Level 3(123") A36 1 1/2 x 120 106 39761 0.087 BPW-17-6 17161 0.026 CNX-12 82835 0.019 0.152 0.905 14000 36000 - B71 114 x 60 17 57524 0.020 9.7[61-Level 2(123") 071 114 x 60 43 57524 0.073 BPW-17-6 17161: 0.031 CNX-10 !54190 0.021 0.200 0.942 15000 51000 - A361 3/4 x 72 72 54119 0.062 1 B7 HDG 1 1i4 x 24 8 58448 0.013 1 ,x,1 PROE•� /4GIN pp 0/0. OREGON q RCN2Q .�� ^^FSSE E KP`'-‘-\S EXPIRES:06/30/2021 SEALED: 11/24/2020 Friday, September 11, 2020 Product Design Values Report MiTek Specifier v2.1.0.123 9 MiTek'Z4 Name: DARTMOUTH APARTMENTS-NORTH BLDG Number: Tie Down Systems address: 11990 SW 72ND AVE.,TIGARD,OR 97223 Region: United States Customer- Jurisdiction: IBC-WD* 250 Klug Circle,Corona,CA 92880 Phone:(9511 268-36 70 I Fax:[9511245-9653 Product Design Values Report Run: 10. 7-TB [61 Demand Loads Z4 Products Tension Level Rod Bearing Plate Washer Cinch Nut I Summary C C— :E c a, 5 w :E. c 'a = a = o= a, c rn m a Cuo .c - c = ]-E. aCCc > rn =u ' t =u C u — d n o' I- ca.' C .S Product(s) 'al o . ^' •Wo T o 0 crn sro = m m oa ar a m * C 0rs rs E J '2 Cu o- oE a. tsLT, a c, U ; -U a C./ 10 A G m it 1-- 10.(US,t B[fi"]-Level 5 A36 1/2 x 120 100 4418 0,063 BPW-5 4447 0.018 CNX-4 9204 0.017 0.100 0.679 3000 3000 - A36 7/8 x 120 8 13530 0.002 10.7-TB[61-Level 5 A36 7/8 x 120 112 13530 0.085 BPW-9 8958 0.032 CNX-7 28187 0,015 0.137 0.893 (123„) 8000 11000 - A361 1/8 x 120 11 22365 0.005 10.7-TB[6"]-Level 4 A36 1 1/8 x 120 109 22365 0.100 BPW-17-6 17161 0,018 CNX-9 42337 0.015 0.139 0.984 (123") 11000 22000 - A36 1 112 x 120 14 39761 0.007 '.. 10.7-TB[6"]-Level 3 A36 1 1/2 x 120 106 39761 0.087 BPW-17-6 17`61 0.026 CNX-12 82835 0.019 0.152 0.905 (123") 14000 36000 - B7 1 1/4 x 60 17 57524 0.020 10.7-TB[61-Level 2 B7 1 114 x 60 43 57524 0.073 BPW-17-6 17161 0,031 CNX-10 54190 0.021 0.200 0,942 (123") 15000 51000 - A36 1 3/4 x 72 72 54119 0.062 B71 1/4 x 24 8 57524 0.013 -.c RU C T UR-14 D PROP ., r/O�y� GIN Po /� 7 OREGON r�Mq RCH2Q^ SSE' E Kr- EXPIRES:06/30/2021 SEALED: 11/24/2020 Friday, September 11, 2020 Product Design Values Report MiTek Specifier v2.1.0.123 10 Bridge Termination Option Design Full Height Bridge Post Runtype Wall Additional Full Height Post Bridge Post Full Height Post Bridge Post Full Height Post Bridge Post Name Thickness Level Tension Compression Length Species Grade Fire Treat.Fu Fire Treat.F� Post QTY QTY P gt Length g Capacity Capacity OCR DCR (Each Side) (Each Side) 1-TB[6"] 6 2000 0 120 72 OF No.2 1.00 1.00 1 1 10313 10313 0.05 0.19 2-TB[6"] 6 2000 0 120 72 OF Na.2 1.00 _ 1.00 1 1 10313 10313 0.05 0.19 3[61 6 3000 0 120 72 OF Na.2 1.00 1.00 1 1 10313 10313 0.07 0.29 3-TB[6"] 6 3000 0 120 72 OF No.2 1.00 1.00 1 1 10313 10313 0.07 0.29 4[6"] 6 4000 0 120 72 OF Na.2 1.00 1.00 1 1 10313 10313 0.09 0.39 4-TB[6") 6 4000 0 120 72 OF Na.2 1.00 1.00 1 1 10313 10313 0.09 0.39 6[61 6 3000 0 108 72 OF Na.2 1.00 1.00 1 1 10313 10313 0.06 0.29 6-TB[61 6 3000 0 108 72 OF Na.2 1.00 1.00 1 1 10313 10313 0.06 0.29 7[6"] 6 3000 0 108 72 OF Na.2 1.00 1.00 1 1 10313 10313 0.06 0.29 7-TB[61 6 3000 0 108 72 OF No.2 1.00 1.00 1 1 10313 10313 0.06 0.29 ,�, � PROFF• .,\5K.,.." 0IN j / . ESFvr,L uan;,v SERVICE" ICC-ES Evaluation Report ESR-2190 Reissued June 2020 Revised November 2020 This report is subject to renewal June 2022. www.icc-es.orq I (800)423-6587 I (562) 699-0543 A Subsidiary of the International Code Councile DIVISION: 06 00 00—WOOD, PLASTICS AND C-ring within the housing. For CNX models,the housing top COMPOSITES and bottom are plates that are attached to the top and Section:06 05 23—Wood,Plastic,and Composite bottom of the housing with two screws. For CNXO models, Fastenings the housing is press fit within the omega-shaped housing top.See Figures 1,2 and 3. REPORT HOLDER: The Cinch Nut is installed on a threaded anchor rod and MITEK®INC. fastened to the wood framing of the structure.As the wood 16023 SWINGLEY RIDGE ROAD framing members shrink or settle the Cinch Nut ratchets CHESTERFIELD,MISSOURI 63017 downward along the axis of the threaded anchor rod without (951 245-9525 transferring any appreciable force into the anchor rod.When www.hardyframe.com an uplift force is applied, the Cinch Nut engages and transfers a tensile force to the anchor rod and a bearing EVALUATION SUBJECT: force through a steel bearing plate into the wood framing. The CNX3/CNXO3, CNX4/CNX04, CNX5/CNX05, CINCH NUTT® SHRINKAGE COMPENSATION DEVICE: CNX6/CNXO6, CNX7/CNX07, CNX8//CNXO8, CNX AND CNXO MODELS CNX9/CNX09, CNX10//CNX010, CNX11//CNX011, and CNX12/CNX012 models are designed, respectively, for 31e-inch-, 1/2-inch-, 5/e-inch-, 3/4-inch-, 7/e-inch-, 1-inch-, 1.0 EVALUATION SCOPE 11/e-inch-, 11/4-inch-, 13/8-inch-, and 11/2-inch-diameter Compliance with the following codes: (9.5 mm, 12.7 mm, 15.9 mm, 19.1 mm,22.2 mm,25.4 mm, • 2018,2015,2012,and 2009 International Building Code® 28.6 mm,31.7 mm,34.9 mm,and 38.1 mm)threaded rods. (IBC) See Figure 1 for dimensions of each model. ■ 2018, 2015, 2012, and 2009 International Residential 3.2 Materials: Code®(IRC) 3.2.1 Cinch Nut: The CNX Cinch Nut housing is For evaluation for compliance with codes adopted by Los manufactured from Chinese standard GB3077-88, 35CrMo Angeles Department of Building and Safety (LADBS), see tosteel,and with a hardnessaremanufacturedf well from5-38 C,one te standardhousd ESR-2190 LABC and LARC Supplement. Gp bottom are 5 steel, w from Chinese ness GB-T700-2006, Q235 steel, with a minimum hardness of Property evaluated: Rockwell 45 B. The CNXO housing is manufactured from Chinese standard Q/BQB 408 2019 SPCC steel. The Structural internally threaded nut quadrants are manufactured from 2.0 USES Chinese standard GB3077-88, 35CrMo steel, with a hardness of Rockwell 30-40 C. The internal C-ring is The shrinkage compensation devices described in this manufactured from Chinese standard GB700-88 65Mn steel report are used in conjunction with hold-down and wire.The compression springs in the tops of the nut quarters tension-tie connectors,as part of a restraint system in wood- are manufactured from Chinese standard GB4357-89 steel. frame construction, to remove slack from the system by Each of these parts has a zinc-plated finish, with the compensating for shrinkage and settlement of the wood exception of the internal C-ring and compression springs. framing. 3.2.2 Threaded Rod: Threaded rod used with the Cinch 3.0 DESCRIPTION Nut must comply with the applicable code and the thread 3.1 General: specifications noted in Table 1. The Cinch Nut is a prefabricated assembly consisting of a 4.0 DESIGN AND INSTALLATION housing, four internally threaded ratcheting nut quadrants The Cinch Nut is installed by inserting it over,and sliding it with springs in the top of each quadrant, an internal C-ring, downward along, the threaded anchor rod until it rests on and either a housing top and bottom (CNX models) or top of the bearing plate or hold-down device.The Cinch Nut omega-shaped housing top(CNXO models).The housing is must be positioned on the threaded rod such that the a hollow cylindrical piece containing the nut quadrants.The threaded rod extends a minimum of two full-thread pitches nut quadrants are bound together by the spring-like internal above the plane formed by the top surface of the Cinch Nut. /CC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not spec fi ally addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for Its use.There is no warranty by ICC Evaluation Service,LLQ,express or implied as a` (ANSI to anv find/ng or other matter in this repo?,or as to any product covered by the report. N? Copyright 020201CC Evaluation Service,LLC. All rights reserved. Page 1 of 8 ESR-2190 I Most Widely Accepted and Trusted Page 2 of 8 The Cinch Nut must then be attached to the wood framing 1605.3.2, allowable loads are not permitted to be such that it maintains tight contact with the bearing plate as increased for wind or earthquake loading. No increase the wood framing shrinks or settles. Cinch Nuts used in in allowable loads or reduction of applied loads plated systems must be secured into position through the for wind or earthquake is allowed when design uses steel bearing plate to the top of the wood sill plate or top the IRC. plate using two 1/4-inch-by-3-inch (6.4 mm by 76 mm) lag 5.5 The devices are limited to installations in dry, interior screws, as shown in Figures 2 and 3. Lag screws must be locations. installed in accordance with applicable provisions of the ANSUAWC National Design Specification®for Wood 5.6 Use of the devices in contact with preservative-treated Construction(NDS).The threaded rod with which the Cinch wood is outside of the scope of this report. Nut is used must be installed plumb, such that the offset 5.7 The Cinch Nut must not be used to support any dead angle between the top of the floor and the bottom of the top load other than its own weight. plates or bridge block above does not exceed 2.0 degrees from vertical. The Cinch Nut has an unlimited 5.8 When the devices are used in continuous rod systems shrinkage and/or settling compensation capacity, provided that resist light-frame shear wall overturning forces, there are no obstructions or discontinuities, such as calculations shall be submitted to the code official couplers, located within the expected range of movement confirming that the total vertical displacement, which along the threaded rod. would include steel rod elongation and the shrinkage Allowable loads, deflection at allowable loads, and compensating device deflection, is less than or equal average travel and seating increments, AR, for Cinch Nuts to 0.200-inch c(5 vetmm for moreace story, tio ,b using restraints, whichever is more restrictive, using are given in Table 1. The design of other elements within allowable stress design (ASD). Shear wall drift limit the restraint system, including threaded rods, bearing calculations shall consider the 0.200-inch (5 mm) plates, anchors, and wood framing members, must be vertical displacement limit. This 0.200-inch (5 mm) performed by others to the satisfaction of the code official. vertical displacement limit may be exceeded when it 5.0 CONDITIONS OF USE can be demonstrated that the shear wall story drift limit The Cinch Nut shrinkage compensation devices described and the deformation compatibility requirements of IBC in this report comply with,or are suitable alternatives to what Section 1604.4 are met when all sources of vertical is specified in, those codes listed in Section 1.0 of this displacement are considered. report,subject to the following conditions: 6.0 EVIDENCE SUBMITTED 5.1 The devices must be manufactured and identified in Data in accordance with the ICC-ES Acceptance Criteria for accordance with this report. Shrinkage Compensating Devices (AC316), dated June 5.2 The devices must be installed in accordance with this 2013(Editorially revised November 2017). report, the manufacturer's published installation 7.0 IDENTIFICATION instructions and the plans approved by the code Cinch Nuts are packaged in boxes with labels identifying the official. In the event of a conflict between this report report holder name (MiTek), the model number, and the and the manufacturer's published installation evaluation report number (ESR-2190). Additionally, each instructions,this report governs. individual component, other than the bottom, C-ring and 5.3 The design values given in this report are for the Cinch compression ring,of the Cinch Nut bears a stamp identifying Nut device alone.Calculations,demonstrating that the the lot number,and the housing top bears additional stamps design loads do not exceed the allowable loads, must identifying the model number and the evaluation report be submitted to the code official for approval. The number(ESR-2190). calculations must be prepared by a registered design professional when required by the statutes of the jurisdiction in which the project is to be constructed. 5.4 When using the basic allowable stress design load combinations in accordance with IBC Section 1605.3.1, or the alternative allowable stress design load combinations in accordance with IBC Section ESR-2190 I Most Widely Accepted and Trusted Page 3 of 8 TABLE 1-THREAD SPECIFICATIONS,ALLOWABLE LOADS,AND DEFLECTION AT ALLOWABLE LOADS FOR CINCH NUTS • CINCH NUT MODEL DESIGNATION PARAMETER CNX3 CNX4 CNX5 CNX6 CNX7 CNXB CNX9 CNX10 CNX11 CNX12 CNXO3 CNXO4 CNXOS CNXO6 CNX07 CNX08 CNXO9 CNXO10 CNXO11 CNXO12 Thread specification required for 3/,-16 '/2-13 6/,-11 '/.-10 r/,-9 1-8 1'/8-7 1'/,-7 13/,-6 11/2-6 threaded rod used with Cinch Nut UNC- UNC- UNC- UNC- UNC- UNC- UNC- UNC- UNC- UNC- (per ANSI/ASMEB1.1) 2A 2A 2A 2A 2A 2A 2A 2A 2A 2A Maximum permissible F of the threaded rod used with the Cinch Nut 125,000 125,000 123,627 113,061 125,000 111,481 119,152 121,323 107,942 125,000 '(Ibf/in2) Maximum allowable demand load on Cinch Nut 2(pounds)where F,= 5,177 9,204 14,067 16,942 28,187 29,283 42,337 54,190 51,093 82,835 125,000 psi Allowable load for Cinch Nut3 5,177 9,204 14,223 18,731 28,187 32,834 44,415 55,832 60,106 82,835 (pounds) Deflection at allowable load°0,da 0.0157 0.0217 0.0187 0.0224 0.0234 0.0241 0.0233 0.0287 0.0268 0.0361 (inches) Device average travel and seating ncrements e,dR(inches) 0.029 0.048 0.0514 0.0578 0.0506 0.0549 0.0524 0.0754 0.0804 0.0717 For SI: 1 pound=4.448 N, 1 inch=25.4 mm,1 lbf/iin2=6.895 kPa. 'The specified minimum tensile strength,F.,of the threaded rod used with the Cinch Nut must not exceed the tabulated F.values,except as noted in footnote 2. 2When the demand load on the Cinch Nut does not exceed the tabulated loads in this row,the maximum permissible F of the threaded rod is 125,000(lbf/in2). AAllowable load values are for Cinch Nuts only.The attached components(including anchors,tension rods,bearing plates,wood framing members,etc.)must be designed to resist design loads in accordance with the applicable code. `Values of deflection at allowable load are for the Cinch Nut devices only.They do not include movement due to bolt elongation,wood compression,etc. 6The average travel and seating increment,dR,is defined as the average of the movement required to cause incremental motion from a seated position and the opposite movement required to reseat the device after ratcheting. °The device average travel and seating increment,AR,and deflection at allowable load,a,describe the total movement of the device at allowable load,LIT,and are additive.For design loads,Po,less than the allowable load,PA,the total movement of the device is calculated as follows:dr=AR+4A(Pal PA). ESR-2190 I Most Widely Accepted and Trusted Page 4 of 8 h" H - Fi A C A B C B ¢,• ?____..±-:.:)... _e_ o a 0 E E I-" A A i sot ia�s. . IIe B ..*._.,.L�i. ®®1® I .4..�.. B �- I l +- F -� 1 L- F SECTION A-A SECTION B-B CNX CINCH NUT CNXO CINCH NUT CNX and CNXO CINCH NUT DIMENSIONS (inches) DIMENSION CNX3 CNX4 CNXS CNX6 CNX7 CNXB CNX9 DESIGNATION CNXO3 CNXO4 CNXO5 CNXO6 CNXO7 CNX08 CNXO9 CNX10 CNXO10 CNX11 CNX011 CNX12 CNX012 A 1.551 L695 1.861 2.010 2.164 2.325 2.498 2686 2.905 3.092 B 0.854 0.868 0.881 1.015 1.150 1.288 1.430 1555 1.703 1.828 C 3.500 3.500 3.500 3.500 3.500 3.500 3.500 3.500 3.625 3.617 3.875 3.711 3.875 • D 0.625 0.625 0.625 0.625 0.625 0.625 0.625 0.625 0.500 0.508 0.375 0.414 0.375 E 0.313 0.313 0.313 0.313 0.313 0.313 0.313 0.313 0.313 0.313 F(CNX) 0.190" 0.190* 0.190' 0.190* 0.190' 0.190' 0.190* 0.190* 0.190' 0.190* F(CNX0) 0.110* 0.110' 0.110* 0.110* 0.110' 0.110* 0.110* 0.110* 0.110* 0.110' G 0.450 0.575 0.700 0.825 0.950 1.075 1.200 L325 1.450 1575 II 4.625 4.625 4.625 4.625 4.625 4.625 4.625 4.625 4.625 4.625 I 0.668 0.793 1 0.940 1.077 1.217 1.360 1.510 1.698 1.885 2.072 * Minimum material thickness FIGURE 1-CINCH NUT DIMENSIONS ._._._._..... ESR-2190 I Most WdelyAccepted and Trusted Page 5 of 8 ALL THREAD ROD PER PLAN [---- CNX CINCH NUT 1/4" LAG SCREW BEARING PLATE I. PER PLAN k. I I. f , , WOOD PLATE PER PLAN FIGURE 2—CNX CINCH NUT INSTALLATION DETAIL—PLATED SYSTEM I ! ALL THREAD ROD PER PLAN CNXO CINCH NUT 1/4" LAG SCREW BEARING PLATE j PER PLAN N. WOOD PLATE PER PLAN FIGURE 3—CNXO CINCH NUT INSTALLATION DETAIL—PLATED SYSTEM ESa«!u uni ICC-ES Evaluation Report ESR-2190 LABC and LARC Supplement Reissued June 2020 Revised November 2020 This report is subject to renewal June 2022. www.icc-es.orq I (800)423-6587 I (562)699-0543 A Subsidiary of the International Code Council® DIVISION:06 00 00-WOOD, PLASTICS AND COMPOSITES Section: 06 05 23-Wood, Plastic,and Composite Fastenings REPORT HOLDER: MITEK®INC, EVALUATION SUBJECT: CINCH NUTTM SHRINKAGE COMPENSATION DEVICE:CNX and CNXO Models 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that Cinch Nut"' Shrinkage Compensation Device: Models CNX3, CNX4, CNX5, CNX6, CNX7, CNX8, CNX9, CNX10, CNX11 and CNX12, described in ICC-ES evaluation report ESR-2190, has also been evaluated for compliance with the codes noted below as adopted by the Los Angeles Department of Building and Safety(LADBS). Applicable code editions: ■ 2020 City of Los Angeles Building Code(LABC) • 2020 City of Los Angeles Residential Code(LARC) 2.0 CONCLUSIONS The Cinch Nut'" Shrinkage Compensation Device: Models CNX3, CNX4, CNX5, CNX6, CNX7, CNX8, CNX9, CNX10, CNX11 and CNX12, described in Sections 2.0 through 7.0 of the evaluation report ESR-2190, complies with the LABC Chapter 23, and the LARC,and is subjected to the conditions of use described in this supplement. 3.0 CONDITIONS OF USE The Cinch Nut- Shrinkage Compensation Device: Models CNX3, CNX4, CNX5, CNX6, CNX7, CNX8, CNX9, CNX10, CNX11 and CNX12 described in this evaluation report supplement must comply with all the following conditions: • All applicable sections in the evaluation report ESR-2190. • The design, installation, conditions of use and identification of the Cinch Nut'" Shrinkage Compensation Devices are in accordance with the 2018 International Building Code®(IBC)provisions noted in the evaluation report ESR-2190. • The design, installation and inspection are in accordance with additional requirements of LABC Chapters 16 and 17, as applicable. • Under the LARC, an engineered design in accordance with LARC Section R301.1.3 must be submitted. This supplement expires concurrently with the evaluation report,reissued June 2020 and revised November 2020. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,not are they to be construed as an endorsement of the subject of the report or a recommendation fur as use.There is no warranty by ICC Evaluation Service,LLC,express or emptied as l to any fouling or other matter in this report,or as to any product covered by the report. w .. Copyright 0 2020 ICC Evaluation Service,LLC. All rights reserved. Page 6`of 8 ES ,t:T,oti ICC-ES Evaluation Report ESR-2190 CBC and CRC Supplement Reissued June 2020 Revised November 2020 This report is subject to renewal June 2022. www.icc-es.orq I (800) 423-6587 l (562)699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00-WOOD, PLASTICS AND COMPOSITES Section: 06 05 23-Wood, Plastic,and Composite Fastenings REPORT HOLDER: MITEK®INC. EVALUATION SUBJECT: CINCH NUTTM SHRINKAGE COMPENSATION DEVICE:CNX AND CNXO MODELS 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that Cinch Nut" Shrinkage Compensation Device: Models CNX3/CNXO3, CNX4/CNXO4, CNX5/CNXO5, CNX6/CNXO6, CNX7/CNXO7, CNX8/CNXOB, CNX9/CNXO9, CNX10/CNX010, CNX11/CNXO11 and CNX12/CNX012, described in ICC-ES evaluation report ESR-2190, has also been evaluated for compliance with Chapter 23 of the code noted below. Applicable code edition: ■ 2019 California Building Code(CBC) For evaluation of applicable chapters adopted by the California Office of Statewide Health Planning and Development • (OSHPD)and Division of State Architect(DSA),see Sections 2.1.1 and 2.1.2 below. • 2019 California Residential Code(CRC) 2.0 CONCLUSIONS 2.1 CBC: The Cinch Nut- Shrinkage Compensation Device: Models CNX3/CNXO3, CNX4/CNXO4, CNX5/CNX05, CNX6/CNXO6, CNX7/CNXO7, CNX8/CNXOB, CNX9/CNXO9, CNX10/CNXO10, CNX11/CNXO11 and CNX12/CNX012, described in Sections 2.0 through 7.0 of the evaluation report ESR-2190, complies with CBC Chapter 23, provided the design and installation are in accordance with the 2018 International Building Code®(IBC)provisions noted in the evaluation report and the additional requirements of the CBC Chapters 16, 17 and 23,as applicable. Section 5.4 of the evaluation report must be revised to read as follows:When using the basic allowable stress design load combinations in accordance with CBC Section 1605.3.1, or the alternative allowable stress design load combinations in accordance with CBC Section 1605.3.2,allowable loads are not permitted to be increased for wind or earthquake loading. 2.1.1 OSHPD: OSHPD requirements as indicated in the CBC are beyond the scope of this supplement. 2.1.2 DSA: DSA requirements as indicated in the CBC are beyond the scope of this supplement. 2.2 CRC: The Cinch Nuf" Shrinkage Compensation Device: Models CNX3//CNXO3, CNX4/CNX04, CNX5/CNXOS, CNX6/CNX06, CNX7/CNXO7, CNX8/CNXOB, CNX9/CNXO9, CNX10/CNX010, CNX11/CNXO11 and CNX12/CNXO12, described in Sections 2.0 through 7.0 of the evaluation report ESR-2190, complies with the CRC Section R301.1.3, provided the design and installation are in accordance with the 2018 International Residential Code® (IBC) provisions noted in the evaluation report. This supplement expires concurrently with the evaluation report,reissued June 2020 and revised November 2020. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed � as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as la% to any finding or other mallet in this report,or as to any product covered by the report. 44st _ Copyright 02020 ICC Evaluation Service,LLC. All rights reserved. Page 7 of 8 ES ' R'A-LUAFI{iN SERVICE • ICC-ES Evaluation Report ESR-2190 FBC Supplement issued July 2020 Revised November 2020 This report is subject to renewal June 2022. www.icc-es.orq (800)423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® DIVISION:06 00 00—WOOD,PLASTICS AND COMPOSITES Section:06 05 23—Wood,Plastic,and Composite Fastenings REPORT HOLDER: MITEK®INC. EVALUATION SUBJECT: CINCH NUT"' SHRINKAGE COMPENSATION DEVICE: CNX AND CNXO MODELS 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that Cinch Nut "" Shrinkage Compensation Device: Models CNX31CNX03, CNX4/CNX04, CNX5/CNX05, CNX6iCNX06, CNX7/CNX07, CNX8/CNXOB, CNX9iCNXO9, CNX10/CNXO10, CNX11/CNXO11 and CNX12/CNX012, described in ICC-ES evaluation report ESR-2190, has also been evaluated for compliance with the codes noted below. Applicable code editions: • 2020 and 2017 Florida Building Code—Building • 2020 and 2017 Florida Building Code—Residential • 2.0 CONCLUSIONS The Cinch Nut"' Shrinkage Compensation Device: Models CNX3/CNXO3, CNX4/CNX04, CNX5/CNX05, CNX6/CNXO6, CNX7/CNX07, CNX8/CNX08, CNX9/CNX09, CNX10/CNX010, CNX11/CNX011 and CNX12/CNXO12, described in Sections 2.0 through 7.0 of ICC-ES evaluation report ESR-2190, complies with the Florida Building Code—Building and the Florida Building Code—Residential,provided the design requirements are determined in accordance with the Florida Building Code—Building or the Florida Building Code—Residential, as applicable. The installation requirements noted in ICC-ES evaluation report ESR-2190 for the 2018 and 2015 International Building Code®meet the requirements of the Florida Building Code—Building or the Florida Building Code—Residential, as applicable,with the following condition: a) Use of the Cinch Nutn"in contact with preservative-treated and fire-retardant-treated wood is outside the scope of ESR- 2190. Requirements for compliance with Section 2304.10.5 of the Florida Building Code-Building and Section R317.3 of the Florida Building Code—Residential must be as indicated in a current ICC-ES evaluation report issued to the chemical treatment manufacturer. If the evaluation report does not contain information on the adjustments,the chemical manufacturer must be contacted for this information. Use of the Cinch Nut"' Shrinkage Compensation Device: Models CNX3/CNX03, CNX4/CNX03, CNX5/CNXO5, CNX6/CNXO6, CNX7/CNXO7, CNX8/CNXO8, CNX9iCNXO9, CNX10/CNX010, CNX11/CNX011 and CNX12/CNX012 has also been found to be in compliance with the High-Velocity Hurricane Zone provisions of the Florida Building Code-Building and the Florida Building Code—Residential,with the following condition: a) For connections subject to uplift,the connection must be designed for no less than 700 pounds(3114 N). For products falling under Florida Rule 61 G20-3,verification that the report holder's quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity(or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the evaluation report,reissued June 2020 and revised November 2020. lCC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed QNS, as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied as to any finding or other matter at this report,or as to arty product covered by the report. ■\\ Copyright®20201CC Evaluation Service,LLC. All rights reserved. Page 8 of 8