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Plans (30) ....s...V"-V C c I o 071 - ',A-Q., .\ e.V./' • Project: Tom & Kelcie Anderson Project Description: Basement Remodel !1p�b`✓ - • R L 4;7 K,1 Rew.me runl:li 1 ii I DE ®®® r ® �� ././ drawing index -- '*a,,oR„m,O SW 14010.oce" iCS cover sheet drip...Rd. a%i as-built a(n)floor�n&� P R i 0 2016 .,..„r a2.1 _ ,elevations,details&perspectives I'TBITic —t—,� I , UIIJDI! by ill OCNIWCICRM.BreEE1FMTPLLDENCYi6CFTIESWBBANGMRE - : _ 1 NA1S UCHNO8.ESFMBVVLWAN RBYCONER 4T ► ..011111111.—jam' / .'f aroL¢�iAe� res ,IFia�r PAKIERINS%neav�sl )OF THEIR to N \— 1.i_ 1 f R7ttTNEPiRAHf9.BNTCFFWQiS,1•H82eL FIi.9fAFDMEpSU8.BN78, ® ��� COPY Q ` _ I--R� R$$iBNCEMUST BE M+[EronEQL�wJTJfl d it TIE OO TRICRR 93RESKILISSEFORSAFE OCFIOTRONSATTHEJOBS E,MOTHS TBARCR\�'1, 0 n VBOIGARYSLF BULDNORRICR TOTlEOOARlET10NCFTIE (0 CityTigard ALL YWiISFMLLOONt7iAMBE LATEST®tTIWCFTHEQFAW9PeCNLTY E RESIDENTIAL EROPECOENCOX. I— .. A �d P� ll9ans 1 OWBJ9Q8AtE MEM FNL4troFH6HLF17t C ' .N �• �hF:.,,__, .,i.0.3+ ,� J� C ETMDGRPB�BMOM�8J9CRSME/NAiffiF01MTICNQiY GC 0 Y S1. 'Cl C - 00 I� WOOR: N e/�.� C sz m N V 2 LUMBER GRADES SHALL BE AS FOLLOWS,EXCEPT AS NOTED ON DRAWINGS: _ / ^ �� / ����� JOIST.RAFTERS a 4 INCH NOMINAL BEAMS #2 GRADE DOUGLAS FGR •V V C1 (/X�'/ POSTS a 6 NCH NOMINAL BEAMS 2X4 FRAMING a M GRADE DOUGLAS FIR STUDS GRADE DOUGLAS FR De FRAMING a LARGER STUDS 112 GRADE DOUGLAS FN me: BUCKS,BLOCKING a BRIDGING I3 GRADE DOUGLAS FIR PLATES a SILLS ON CONCRETE PR.TR.DOINtRAS FIR 2X6°ECM/MOIRA GRADE D.F.OR HEM RR 4/11/2016 .j PROVIDE SOLID BLOCKING FOR JOISTS AND RAFTERS AT ALL BEARNO WALLS AND BEAMS.PROVIDE IV f-' BRIDGING AND FINE STOPPING AS REQUIRED BY CODE. ROOF,WALL AND FLOOR SHEATHING SHALL BE APA RATED SHEATHING FOR EXPOSURE OR COX OR EQUNALENT ORIENTED STRAND BOARD WITH EXTERIOR GLUE.SHIER WALL SHEATHING SHALL BE REVISIONS INSTALLED WITH JOINTS BLOCKED UNLESS NOTED OTHERWISE.USE EXTERIOR TYPE PLYWOOD FOR EXPOSED LOCATIONS SUCH AS SOFFITS. Project Description: NAIL ALL MEMBERSITH WMINIMUM NAILING TO CONFORM TO TABLE 2304.9.1 OF THE IBC AND INCREASE WHERE INDICATED.FASTENERS AND HANGERS NOTED ON THE DRAWINGS ARE MODEL NUMBERS OF second stay addition WBB IRawn : t..N.LICJ' SIMPSON STRONG-YE COMPANY,INC.'AND MAY BE REPLACED WITH EQUIVALENT MODELS.ON CNECTORS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WITH NAILING IN LLLL L Site Information: I 1 BIMExTERION AVAILABLE HOLES. Address:11805 SW WIawcod St. IoCUTTING OR NOTCHING OF BEMIS.JOISTS.RAFTERS,AND COLUMNS NOT ALLOWED WITHOUT PRIOR TiINNId,OR 87224 I logo MERU; APPROVAL JOISTS AND RAFTERS MAY HAVE A CIRCULAR HOLE NOT EXCEEDING 16%OF DEPTH DRILLED Property ID:W254468 I (E)2A NTERKM AT CENTER OF MEMBER.STUDS IN BEARING WALLS MAYBE NOTCHED NOT EXCEEDING 25%OF DEPTH AT Lewd DesolipUon:SFR 1(E)2•4 MERR)R TOP AND BOTTOM 1/5 OF HEIGHT OR MAY HAVE A CIRCULAR HOLE NOT EXCEEDING US OF MEMBER State ID:201109A05600 DEPTH DRILLED AT CENTER ATONY HEIGHT, AIL ADL 9:81005290 al DOOR 1,,,.\\,...1 MITYAR1AADR ® WINDOW I . , I LAI DU INTERIOR La Area 20,1TE sq.it. C=52WALL TO MAO Oh REFERENCE Ere Code: STRUCTURAL c*T*T+*^-1 wAAW NR .HIENMT 417 FNs mw mg ., -'1Jn..v... WINDOW limn ALLOWABLE AREA HOLO X ELEVATION MT ®SN"s' '"AI` c— r,• •F r„� 7•Tr•y�m DOOR OTHER THAN MAIN ENTRY L/.00 (TO ISTFLR) I •: •.•.•." eawusTe wAu ARRlE1W1F �� _ --- PE/AL'tle MAN ENTRY DOOR•24 S.F.MAX Q=0.8 ar.R-- T� I*1• coVersheet ELEVATION/ --•. . r'""� EXTERIOR WAL INSULATION FOR IN)WALL X 21 E SECTION ELEVATION r3' 1301-03.1304______maser�f pve¢ {7711.1111111111111111"11111.1k - 1 EXTERIOR WALL INSULATION FOR MI WALL RIO BASEMENT WALL NBWATION X15 ' - @C_ N]na'fcic h _ RAT CEI.INGNBUATION RII �Rxx) INSULATION I i waRcnesrAweEVIA —n Tai "• '--- VAULTED CEILING INSULATION R 30 NO WORK.TAB AKA TRI DIBwION-- . all FLOOR N&aA/1DN X28 //�\ �yt`v".4",� MOTNEA6IRm) DR Cain_ .-- RARE �__F>�aoNj.d¢ _ tr11• �'ate —_ DETAIL REFERENCE (;;,, ,.:�;J wax[Nix THIS w FORCED AIR OCT INSULATION RI - s3N�-_wT T ?*t,�ten_—___ P.A00 OR _vIERCR •-_ • _-NIIEDODERAI8E CS DEMO NOTES; x,--. REMOVE I PATCH(E)SLwNO DOOR C) G.. REMOVE&PATCH(E)DOOR TO GARAGE "-�f • ,` N o NOT R" KARI N t INDER y / ♦ T h, '�'X > % ' � - `! r Y n ,< '/c)<,;s X<,,,X,/ '+t \,`� 7.ALL DII NSIONS ARE fIMBH TO A x '�a ' x AK` '''\,y > . A >,7y'>/:.,,N',' ,,x`x k,x \�K�>' ;<,, `' PMxsH: S IMO INNO,NII. ,ix r ra: ' > `E,Y X«ΡY�`''. fir : �`x'N'y y ` >?y"`j a.DuuHsaHseraEroeEarE * aaarm. {. �, > Y Izd � ' >.: ,k' ''',s, " � �X� \, �� •�4'��' VERIFIED PER CONTRACTOR a..a�+n.w�aa. �— ,,>';*�.,`• / \ \ \ yy \ \ ANMATCH TDOORC'AS�no TOTR EwMlDow ^' X x t N \' XK> . \y;c a ID .N.4w - i� i• • ,; 4.SEE MEP FOR MECHANICAL, :�\ \�'N R < K� LOCA Hcx AND PLUMBING ;X X › <X7,,,‘'{\ h m.e ,<�'sh e �\ \Ylt N\ LOCATgN&SffE VERIFY k <� ',/X / �� r+.+.• x,,,-,,„:- � �..�x. :`� F S.CONTACTD ES (N)EE ANY d ›,x/} ti �'''. ,< INDISCREPANCE:S IN DESIGN a jc�' \.'x 1V<,....'2. ' >, -, k '. kX`<\'•x PUNTO(E)LOCATIONS 0 .` ts „ <, >A.-\ x BEDROOM2 / b Q r S N- at B'- .. � �.— Xl"< ( CRAFT ROOM AL E y .X;K x y / AL 3 `. j;)yx i.' Ot°-PAH N 6 0 1 i N k\7 t �; ea 122 >• X a () i 1 0 x''"X A .R I r+,.e- }} >\� >�kX../\'. ^1 _ CET I W. N ,`!''''y HALL €R-- "m�.ti. �, X yy HALL CLOS \' 4:1 AN ,✓ ( b Y \<�/.':,„ i I i Y Q� ,`l ��. '.-.� y ��,'y •'C z I a I DOORI WINDOW NOTER• �V co C) �::^,,•,x/;/.,>,.' . 4tav �. — N HINGED DOOR x, ,>:xx, ''�'IDOUBLE BI FOLD 4/11/2016 �C\ < DOORS a x 'k x• Z1 �'. ;� fix. ' I �o K k\ a c '...''' BEDROOM .mr� ', X? /x,� ® 4'0"Wx1'B"H; ,X...;' y ham.' _ LEFT SLIDING REVISIONS \/ti-/%'" X',/'Y' V / .} ` / SHOP • h.>;y x},' CH:T.B• //x 510"W x 2'S"H; !`,-'�,>.,.'*'x` — 17 — _e,,,....——- $ �`� � R _ ;:i J:, Q • LEFT SLIDING X { A; � I— �'W- /"'/l "6".--"`"' u:%-"`"''/ , (J 3',OWY x 4'10•H; \ �,/,‘",,, �›',./ �. f V DOUBLE HUNG �~',/'")'>7.1? X +,Xx 4� IS ix Y�110080d:. sow rx"wq A y </%t ,„,,X,>,' X\,.<'2}' CRAFT ROOM I I (E)mon.uoll i n 4X ',• m a <xN<N\",-',-y ar! I I rermoawan v`'n a , a b N ( RtmRRRw+ k' -y -- {% 'C) r y xol,/' N 2(ERN NIEROR j k>,,,,,''.›.',.1.) , . . 4. Q " :'., ® Mt 2141*MINOR .,‹. ♦ ! J'""',;,r(�,(,�. ,� Q P P ,1 ® watt TORSO 27d/? / ® wVN NIM-MOW MEOW 77d 1/7 / ® INLUSIR..FMNL as-built, i"..,.,. I caOrsEwul (n)floor <— wildwood st. -- — wildwood st. -- plan& rmm lemeod:. mep I I WORK TN MARE VOW MI hv�,�\2<.- IHm MEASUREmi Y /��as-built (--- (n)floor plan & mep 0,.I `� -- scale:114•-1.-0" scale:114"-1'-0 N a1.1 1 DOOFU W N�DOW NOTES /:"" C� 26w x 6'6•H; HINGED DOOR $111111 bench w1 Q �, s • storage ®YOw x 68'H; Do, _,, �' DOUBLE BI-FOLDKA��IIvnrxDOORS ____ ..„N,:,,, L.,, 'j' � WSeeA)Y'1111t1Ae MI16.4.1 el- aeO 4'l)w x 1'6•H; TP ..,_____ �, LEFT SLIDING 31 5101N x 2VH; -`)bedroom 1 perspective fl bedroom 2 perspective c vi scab:nts scab:nts t - li ,2'-8"- — 1 ..____,,, m N CLOSET CLOSET BEDROOM 1 ' st. CRAFT ROOM c 2 N IN (73CO N ® — SII( 1 r—d- 9. buikan bench w/storage ® dale:n i1. 4/11/2016 ( east elevation scale:l/Y-1,-0' REVISIONS f-3'-X1/2"---7' OFFICE COPY (e)rAdow h(e)location (e)vMrtdwIn(e)bcatlon \ BEDROOM 2 ® T CLOSET CLOSET CV Pw ab: \CO elevations, ® 8details& Q perspectives n I. ---1, I (—)east elevation scale:1/T-1'-0 a2.1 Frame to Finish Builders Phone: (503)758-0991 Bob Donley: bob@frametofinishpdx.com Mark Donley: mark@frametofinishpdx.com Address 34260 Old Parrett Mt. Rd Sherwood, OR. 97140 • OCCB#204801 CA-i1, C-10 #856167 LTC RECEIVED 10372 SW Bonanza Way MAY 2 5 2016 Tigard, OR 97224 LAUREN THOMAS 503-317-1023 CITY OF TIUHRD CONSULTING,LLC BUILDING DIVISION' Ltcstructural@gmail.com May 24,2016 RE: Removal of stem wall at new closet 11865 SW Wildwood St. Tigard, Oregon LTC Project#16-63 To Whom it May Concern: As requested, Lauren Thomas,P.E. of Lauren Thomas Consulting, LLC, has reviewed the plans of the new remodel as well as on site photos. Removing up to six feet of the 18"tall stem wall will not have an impact on the structural integrity. The existing header is transferring the load to the remaining stem wall each side of the opening. It is acceptable to remove the stem wall as indicated in the picture on the document dated 5/10/16. LIMITATIONS The opinion and comments contained in this report are based primarily on visual observations of the apparent performance of the load-bearing elements that comprise the structural portion of the specific parts of the structure discussed and the qualified knowledge and experience of this office. Compliance with prevailing building code requirements or other specifications,except as expressly noted, is specifically excluded from this report. The conclusions reached in this report are based upon the conditions observed at the time of the structural observation.No guarantee or warranty as to future life or performance of any element or item observed is either intended or implied unless part of stamped engineering. If you have any further questions or comments, please do not hesitate to call. Respectfully, Lauren Thomas Consulting,LLC E� fl F1.' irt41/6.839_PE' -- Lauren M. Thomas, P.E. Principal EngineerEG JN Oregon License#60839PE .y �,, �,� �� tek LMT `N Rt. 1‘-‘ EXPIRES- 6/30! / 1.k°