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Plans OFFICE COPY JOB No. 17-47 TODD MAURER.P.E. c� (707)975.2410 �;' ISI®N 3175 Edgemoh Rd Lake Oswego,OR 97035 otrnai trnaurer_62@l cam IEI'tMOMIEEQIM@-u.0 a: Building Official Approved Plans City of Tigard Or Date: 6/9/17 BY..� -. .. Date Subject: Dowers Residence @ 12874 SW Morningstar Dr Tigard, Or rnS —moo Jl - 00 The remodel plans for this residence were developed by RDG Design and the engineering portion of the drawings are stamped by Jeffrey A. Schwindt. I meet with the prime contractor, Scott Wacker, at the above address on Thur. 6/8/17 to review the progress of the construction and the approved structural plans, Mr Wacker requested for myself to be the new engineer of record. Please accept this letter as request of engineering of record change. I reviewed the architectural and engineering drawings along with the engineering calcula- tions and I have come to a conclusion about the proposed concrete footings shown on S2. There is (2) concrete footings shown on the East elevation they are indicated as NEW 36"x 36"x 12" placed under the existing foundation. Upon review these (2)footing are not required for the execu- tion of the proposed removing that is being performed. There are (2) new footing that are within the existing crawl that is toward the West elevation. One of these can be constructed as shown but the other has to be integrated with an existing concrete footing, I have inspected the proposed in- tegration plan and it is satisfactory. see attached sketch 4$k PROp8 Todd Maurer P.E. _tatNEF4 .0. OR No. 81862PE /e dd ‹`'.o 0 ON oco o (k- 0, 4,12 P��� RNST M `EXPIRATION DATE:12-/1/L& 3175 Edgemont Rd Lake Grove,Or MSL(707)975-2410 tmaurer 62@kotmail.com 11A-1S *V-c,crtmAIN ID $1- NEW 614•x 516'LSL POST yL�1C �.Qo'�... Yt) tiffl' s b 1'�-D DTII a Illi i. vev ,rs,•`5r '5.'P '7< rCLR OF • IN EPDXY DON J.BASED r INTO EXISTING CONC.Id SOAP 1S 4.11/ EXISTING FOUNDATIONS----�" BRA _ss Ham`�OCT of NEW FOOTING vd STD 00 TO DEGREENEW 514'x 514'LBL POST ON EXPANDED CONC.FTG,AS WIOSW.W/EPDXY DOWELS EXISTING CRAWL SPACE - NEW it THC CONC.FTGx AS C SHOWN -�- / . EXISTINGCRAWL SPACE 2 . E L NOTE FIELD VERIFY MING FOOTINGS 8 LOCATIONS 54 CRAWL SPACE.REMOVE EXISTING NEW 314x5X LSL EXISTING END BEAM HOST ON 24 x x' FOOTpK�ASFEATIOR PEW NEW 514'17C N POST ON x1r CONC.FTG FOOTING1/4 N8TALLATKIN TYP. 96':35•x 1r CONC FTO PER 1/85 NEW 3rx3rx1rCONC FIGUNDE111Pilefilikillikelni B OSTE4O NTnd S.FIGCE�UIO� (A/txz.r.EMINM ExIaTNGcoNr.Fro I .0 (2) EXISTING CONC M TYP ' 2'4'.EMBED• GOON. — — —- �EGST540 FOUNDATIONS `ALIQ SNP.SET-XP.TVP Y i-irr_ NEW2xBBEARBgBTUD N .PAT, EMBED 1 WALL ONI6•WIDE x7DEEP 3. OF BTM FTG,SMUTSWALLTO MAACHSGAND y �q NEW 2x6 BEARING STUD P9' W CLRO I FIG, MATCH SHEAR C\ r\ WALL ON x•VFIDEx16'DEEP am WALL ABOVE FIG,WALL SHEATHING AND I I - WALRNGTOMATCH MEAN ‘ WALL ABOVE , — 7 - Q NEW 3B'x38'x ir cONC FTG 6 I I © Le, HMP.PAT,EMBED 3'CLR OF �("y,},trs GE=O��ta(11 UNDER 2nd FLOOR BEAM L — J \--- vBTM OF FOOTINGBEARING PONT.RACE UNDER � .1 ` �( ` 'H7tl6IB1000NI.FTD y — — ' — -I /vs Sbto�t"x 01-1 riW 1ar-NitA,� nd�'ti I/1> r��� (2)Mxzd.EMBED V ---/...7.1"/_ — t L SNP.NTO S 8lNG CONC.M o o- tom• I NIP.BETTING TYP 1z1• r tiV-SOt b NEW 2x8 BEARING SRW , EXISTING SLAB.C118GRADE WNL ON 24 WIDE x 16'DEEP CONTRACTOR TO FULLY FIG,WALL SHEATHING AND SHORE STRUCTURE& NALNKG TO MATCH SHEAR ) REMOVE OOSTNG FOOTINGS WALL ABOVE PRIOR TO CONSTRUCTION OF PEW FOUHCAT1ON 'N NOTES ORDINATE ANS VERIFY ALL DIMENSIONS. " r12-A+•W 4t'*tE!•1 T•`pic\ L FLOOR ELEVATIONS,SLOPES.AND