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, • v a, GREENBURG BLDG COLUMN REPAIR KAYU INTERNATIONAL TENANT SPACE 11105 5W GREENBURG CITY OF TIGARD TIGARD, OR REVIEWED FOR CODE COMPLIANCE Appr I t---r" OTC: ( l,]----- • Permit its 4c5/ .5--(.20/cc/ Address: lll17 6 Suite#: STRUCTURAL REPAIR DRAWING 4E= Date: l3 t'S---- VLMK Project Number:20150191 OFFICE COPY sYr-:.: /\i_, i ,$UIRED ROBIN ON`CONSTRUCTION CO. + ,l ; +ally Code 213604NW AMBERWOOD DR. HILLS ' RO OR 97124" 4r ,—:::.. -": ®1 LI Botts Installed in Concrete ❑ Special Moment-Resisting Concrete Frame ❑ Reinforcing Steel&Prestressing Steel Tendons tructural Welding ❑ High-Strenght Bolting ❑ Structural Masonry RU C T URq �0 PROFFS < ❑ Reinforced Gypsum Concrete ��`,) G I ` `r%y El Insulating Concrete Fill �' r 6 ,., , E ❑ Spray Applied Fire-Resistive Materials — i/7/16 ❑ Pit ngs, Drilled Piers and Caissons v 0'EGON � Zoo El Shotcrete vil /5, � ❑ Special Grading,Excavation and Filling SON C. SP\, . ❑ Smoke-Control Systems '• EXPIRES: 6/30/2016 IN y°tIIo Prepared By JASON SAWN P.E. S.E. MARCH 1,2014 ENGINEERING + DESIGN Structural Calculations:«Project Name» DC-1 Project: GREENBERG BLDG COLUMN REPAIR Project Number: 20150191 Project Address: 1 1 105 SW GREENBERG RD Document: Structural Drawings for TIGARD, OR Building Permit TABLE OF CONTENTS Design Outline and Criteria DC-1 thru DC- Aerial, Existing Roof Plan, Column Repair Detail S-0 thru S-2 DESCRIPTION OF STRUCTURAL SYSTEM The following drawings outline the replacement of iwo roof support columns damaged by forklift impact on March 4, 2015. G:\1cad2015\20150191\Calcs\20150191 Design Criterio.docx 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fax:503.248.9263 www.vlmk.com t ;, ;If `t k ky .tom: ,�� _I 4P r 3 4 a.. 4 N ��� ^^ 11 . r--+ `}+fir i y7 r t CIO g" !h"1 ,s .;~..sf �� _1. r (: kF�-,it X54.. ♦ YrYI i �`• `: O ' AY i.,...-.1r,•1,. ,......... •�, iR ��-j Y • ._„1� . [ 3 rif13 y•�• i P i Zyl• `4. 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' 1 _ .»i ._. �}.........t,...i».i, ! °s i __ ._. . ._• . »t_4 _T... ? .4.4-4 -- -;._.. _..l..J.. i •i_•+ - - {.F ! 1...4_..i.._....4.. ._i .i. . y Avenue on 3933 SW Kelly Portland,d,OR 97239 td:503.222.4453 fax:503.248.9263 www.vlmk.com t • • O O ��> 6 , 7 • _ _ _. , O O O 10 11 12 13 1L 15_ _ . . ___ _ __ _____,__ __ _ _ _ _ ____ ______ ______ ___ ____ ___ __ ___ ____ _ ___ _ _ _ _ __ _ ! _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ O ARE O DA �E - - - - - - - - - - - - --- - - 0 _ ist_ • REPL CE 0 ----- ----- ----- ----- ----- ----- ----- EXIS ING D MAGE -- ---------- ----- _ _ _ _ _TUBE ST_ EE_ L ----- ----- ----- ---- ----- ----- © -X-- -1-- N-- -� —' C LU�M ' P R X_ X ' EI - - X X - X � E- 0 D ETA L S-2 - ---- - -- ---- Eli ----- ----- ----- ----- ----- ----- ----- -- -- - --- W o --X-- --N-- --X-- -_� —,-- N -- — M 1--�--1— �-- -- X — — �-- -X — — X_—�--N-- --N--I O m — — - - - -b- - - - - - - - - ----- - --- - - - --- ----- ----- ----- ----- 11'1:1;11:x- - _o_- - - \-- - 1 2 3 6 5 6 7 ■ 8 9 11 12; 13 (7,4- 15 O C (7,;) 0 n RECOMMENDED REPAIR SEQUENCE ellIN 1 EXISTING ROOF PLAN 1 . SHORE EXISTING ROOF TO APPROXIMATE w I �ll J E 5- NTS PRE DAMAGE HEIGHT. 2. INSPECT BALANCE OF DAMAGED AREA, HANGERS, S NAILING, LEDGER BOLTS, SHEATHING. INSPECTION ���tUCTURI< TO BE PERFORMED BY VLMK. �\����EO IPRO�ss,� 3. INSTALL NEW COLUMNS WITH CORRECT ( yi ° ;6. " 'PE r PRE-DAMAGE HEIGHT. ROOF MAY NEED TO BE RAISED - A COUPLE INCHES HIGHER THAN PRE-DAMAGE , OREGON cv HEIGHT IN ORDER TO SWING NEW COLUMNS INTO PLACE. ��9 . 15, Zoo \� 4. REPLACE BALANCE OF DAMAGED HANGERS, s0N C. SN\ LEDGER BOLTS, ETC BASED ON FOLLOW UP REPORT EXPIRES: 6/30/20 BY VLMK.