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....... RE CEI\/F O 5 : t S T R E: ••• • • • - - MAR •Engi nee •LLC 7140 SW Fir Loop, Ste. 231 • Ti�ard, OR 97223 CITY OF I Ilar .i) v:501'.201.1;14 • it03.6'2 .4304 • • . N 'NC [)111��` °� tip' • www.allstruc ure.com • . •• •• • • • • • • • • • • • • • • • • • • • STRUCT RAL•E•QC1Wf•NTS • • • • • • •Projett: • Allstructure # 07156.01 Wilberding Remodel Field Revision Portland, OR March 5, 2008 TABLE OF CONTENTS: Sheet No. SCOPE I 1 FOUNDATION REVISION 2 - L NEW GARAGE WALL DETAIL. SK1 - SK2 NOTES: Allstructure Engineering LLC was retained in a limited capacity for this project and is responsible only for the items described in these documents. ��aayy-�� (,�(� S7 a�Z — W f 43 %Ep PROFE APPROVED N1 S �007 Ve&Pru(A- � � � _kGINF t. %0 61A/ L 7678E REVISION OREGON y � ' 10, lf, V O qN HAPP • EXPIRES:6 /30/ 0°I • • •• •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • PROJECT INFORMATION: ••• •••• • • •• •• • • • • • • • ••• ••• •• • • • ••• • • Name: Wilberding Remodel Location: 9600 SW Ventura Court Portland, Oregon Code: 2007 Oregon Structural Specialty Code Scope: This field revision is for two issues; first is the field change to leave the existing concrete garage slab in place and frame a new floor over the existing garage. The option is similar to the previous calculation except that added weight to the columns and footings. See attached analysis foundation for new footing locations. The second change is the actual construction of the front wall of the garage is different than anticipated. The new detail accounts for the actual floor construction uncovered. Roof Snow: 25 psf Floor Live: 50 psf Wind: 94.5 MPH, Exposure B Seismic: Design Category D1 Sds: 0.72 Importance Factor: 1.00 R = 6.5 (bearing walls with structural wood shear walls) ALLSTRUCTURE 'v12 co BY DATE Engineering LLC _ CHKBY DATE 7140 SW Fir Loop, Suite 231 )oB No D1 1SZ. v Tigard, Oregon 97223 v: 503.620.4314 • f: 503.620.4304 SHEET OF • •• •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Fou , � u ��lo� • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • •�• • • LX IS�tr - i FLOOR Detk. Lp Afj =� SO �'v• �� r • • S SO t.0 • • •••• •••• •• • • • • • • • •• • • • • • • ••• • • • • •� • •• . r E• \s-cl 4 C L otd. L2 mil. = I S p s r- "1 = t o s LL = ?s 1 = Zvo pl INI FK_cy So P s } x Soo p! L L = SOS sF / ID - 500 �'qT I l - r� a,r✓t i ,�c tit = 15 ask / = p 1 3o LL = �o f�k ' 2 = 3 bL= 'IBS ?LC Ltd.= aI I r S2 -tom COL-1J en r_I P � � = aCov k 1 - Co Ce-o ' 14 1 3t5 A rzc -moo= 1 315 = �.5�1 sc.= �i � PO-DvAa - tcx I Sack by--A t G e,r F.1�1r -U A ,t/) CoL.o»144 S e ttUA `L i= 11.1 5 }� r 4= P‘ = acs C ti 4= 3 y r gv` ra Cb A s ALLSTRUCTURE G BY 12H DATE Engineering LLC CHKBY DATE 7140 SW Fir Loop, Suite 231 JOB NO O . Tigard, Oregon 97223 v: 503.620.4314 • f: 503.620.4304 SHEET Z OF 4 PARTIAL SUBBASEMENT PLAN SCALE: 1 /4" = 1' -0" LEGEND: EXISTING WALLS TO BE RETAINED Mfill NEW INTERIOR WALLS NEW EXTERIOR WALLS I ED N EXISTING - - -- Y - VENTURA € ? • • FAMILY I .0_1_ • I lse JDENCi • • ROOM • I I • • •9600 ZW'SENTURA CT. • • • • 1 ® I GoL�YYl al on! Zf5" X2� +< °� T1G.RE EGON 97223 • A • ® � r • . S •• iosllEb41�i I I I 4-1 r- - - ipi . • • • BEAM I • • • • I ®1— I L E • • • REVISION: • • • • I I I I •. • i4E.WC -EK) I I I ®i-- -- C3) 2X4 POST E • • • CSN •• • I I I T:THRU t.'' / ...A 7 4-L' t) Z -LPfE0 -- ft. LA'WINATEK • • • • I SHGAIIUINJr~ JAOnVE •••• • • • co _l _ _ I To EXtSTI r,u1 cc rwwl w( Loa • ly c • • • • • • ® • �— 1 I EXISTING I $ ° °!c CTWo '�'Cx.t - • • • • • • I I I i I 4X4 POST • • • • • • • ® 1 L I EXISTMG -' E ••• I '— EXISTMG 1 1 1 36"X36. I T M 25'S I I J L - -- J FOUNDATION 0 I AT 24" O.G. -I-0 -1- _ I I I I I AAt otit8 2xV DF 2 1?1PPaT TO I I I 1 EU ) ' 4°Q" LAIV AEP TIt, EX1STt— - 1 1 ® - I- ST / I EXISTING --\ I 1 15 4X4 POSTS T "C'SOVE FOUNDATION 24' AT fr WALL — ON IS" FOUNDATION -I EXISTNG �� I I I I I I 4X4 POST I 1 1 I 1 I 1 • I ® � I ( 6 EXI51ING I 1 SUBBASEMENT UNFINISHED "I I Ir - i I L T - - = FOUNDATION I /S!C -1 See P2 C-t1 LEVEL PLAN BASEMENT I E I I 1 EXISTING - DRAR7NG NO.' 4X4 POSTS A2.3 - 1 — O T F O.G. ; ON FOUNDATION �`1 I I I I L- 1 11\.1 ��CI -c) LZ) Zit eowmvl ot.J. n...?a xt`$ '" A lt" COti1Gtr2.TL F- no111 -1 In 4 , ` • Y N N r N N N N N N N N N N N I r N N 1 N I N N 1 N Pi I 1 EXISTING GARAGE I WALL TO BE I DECONSTRUCTED t I � � I I 1 VENTURA.CT•. - - 2X RAPED TO MATCH li MD • EXISTING KRGHEN I • FLOOR LEVEL •'' -4" I •.•• I I I ■ GOO SWNENTURA CT. • • ■ NEW GARAGE FLOOR • • • TjG o Atia REGON 97223 NEW 3 I/2" CONCRETE ON NEW • • . • • • . EXISTING PANTRY 9 MIL VAPOR BARRIER I GARAGE MAIN LEVEL O N l /8" APA RATED GDX • • • • • ISSCiFaC 'E: PL7WOOD ON 4X12 DF .2 I • • AT 1' -4" O.G. I g z q SY-% • • • 11/07 • • • • II As-tber� • • • • • : • • `° RF•VjSSON: • • • • • • • ••.• • • • �4�_� �. Soh • • • • �T r i, �� N EW FOUNDATION • • • • • `� ! _ o PER STRUCTURAL • • REMOVE EXIST. • • • EXISTING NEW GARAGE FLOOR • • • • • • • " FINISHED CM) 2XI2 JOISTS— 13) 2X14 BEAM AND STRUCTURE • • • • • • • • BASEMENT AT 16' BXtSTIN4n. (3)Z g64Nt (FX) (3) 2X4 POST. NEW STUD WALL EXISTING STORAGE ROOM not, o WE 7_4 m R **et . - � ALIGN STUDS WI . To 4 E.S. of o F NEW 4X JOISTS co_' - LP( K1E w( lo p pl tS o g" e1 'STING FOUNDATION WALL Mil t------..,„.. -.** .., I, MEEMDBRANE WATERPROOFING EXISTING / EXISTING 4 POST I NEW FOUND DRAIN • TJI 25'S EXISTING AT 24' O.G. /4X4 POSTS AT 24" O.G. i - EXISTING 4X4 POSTS EXISTING ON IF FOUNDATION AT 24" O.G. FOUNDATION BUILDING UNFINISHED SECTION SUBBASEMENT EXISTNG DRAWING NO.: ar.. FOUNDATION ^ • 0 r ' BUILDING SECTION SCALE: 1/4' = 1' -0" ��Eo PR Ore si •. ••. ••. � � t\ IN 0 •••••••. •.• • • •. • • • • • • 2767 • • • • • • • • • • • • • • • • • • • • • •• • ••• • ••• OREG N •• • •• • •••• • • • • ' 10 � •. • ••• •••• 9Y , ,�N .... ... .... • • • • EXPIRES: 6/30/ l • • • • ,• •• • • • • ' • w • • .. \ 11.1 ___i _ ToPPt Lt,CA a36. ° "J. 2 .ucx -- j Svr-Z w/ LZ) 1 'Oc1 rt9t_S Stt tes i A?'1 f + E,S. a�= _\of=T (Ca') Peg- .os ►■_ 4 \ • '� (EX } Cor1Ce1E TE .� I ' 1 ' �,. ∎ ' (FX ) �Ly, to 0 o � , 1 shun -\ILl(a, p t , IB? CE') FLoort (LAST • [N) W3C. 2a1.4 30VO. 2 r 32t: Tp_eA1 1 J 1 i w vL,d.x is„ rat I •f Strn25an1 u..7 A,t.t NOMMINa a - It . P ! ` I F A.-6. GHD2. a a,•• o/ C.- t 4 1 Ca() epOc.2, TS s a ` s ST1:*n L A L - L W / *VI{ e Z '0? C. . e { I j u I-1-' /- C o1J g.E Te 5:3(9 1 ; 4 ,. k 7 y ,, / •• . L i_,. t Scc ic:_) lC-E t�(Z `= ,t _G. � rG pd.!- A„ c-t''C' v c?Y L4/ / C am" &` S, Al a..on.+ SET A H65 'v AN 4- u A A /l A A A A, A A ALLSTRUCTURE t S, \ t� L .a��� =.\ t44 l?_ .I BY 2 k DATE Z) ) t i D F, E n g i n e e r i n g L L C �`" t at«p3 zs�,/ 1St Cat....1 CHK BY DATE 7140 SW Fir Loop, Suite 231 JOB No b1 t S2- o 2 Tigard, Oregon 97223 v: 503.620.4314 • f: 503.620.4304 SHEET S 'le-- 1 OF Z • •• •• •• • • • • �p,EO PR • • • c ( IN s • • •• •• • • • • • • •. • • •• • • • / 4 c, <</v- -°.;' � y9 ... • .. .. .. • • • • • • •• 76 P r . aA • ••• • ••• • • • • • • • • • • • • • OREGON • • • • • • • • • • . •• • • • ••• •••• •••• ••• •••• 'x' 10, • • • • qN HA�� ••• •••• • • •• •• EXPIRES: 6/30/ bpi • • • • • • • ••• ••• •• • • • ••• • • H. 2 C 6 GE) 1::c.0002 Jo/ST e ; 11,0"co1 Q 0-4 ) yx < : ° T_ St.-ocL /. 4.36- 7 E7 ( Jois S P I Y -_ I /Z`4, x 3 3 Iu Ett13e St oti.i. �c1: - i ' � „ ` f �i.t,. , tct t7� a 6" p G. - I 2 x PT C-V- -4 Zvi CA ,,w ? ( ice) $ It, 1-Atit--5. TA t 1STtr .:v: '� O L-L---------------„„_.,,,...,...,._.,.„,„.„..„,..t c,o pelt ..,,, 1 C"--Z (' c }' • -v'.w ,k ALT. AsaC t•Fa4 1/2 "0ti `/ /y" Si /l:'P5.J'Li Sri AD .-rte. s gyve. 4/.J rte 4. (sPectr?L i. ) >+ A ALLSTRUCTURE _ w C-1 l7he-L _ BY R t-4 DATE ZIz E n g i n e e r i n g L L C Ft u7 e_e•-/ St of-1 CHK BY DATE 7140 SW Fir Loop, Suite 231 JOB NO b t56. Z Tigard, Oregon 97223 v: 503620.4314 • f: 503.620.4304 SHEETS Z OF Z • V, , M 9 -6 5 -O • i • • •. •. • • . • . • . •.. LEGEND: ••••: ••. •. D PARTIAL MAIL LEVEL PLAN • • • • • • • • • • • • • • 1 ��� ; • .• - • •• • •• - r i CEILING MOUNTED SCALE: 1/4' - I' 0' TRACK LIGHT I I • • • • • • • � . NEW METAL RAIL I =1 LEGEND: DUPLEX OUTLET ! I - . ji A, TART- '" - - - �' C X LIGHT SWITCH ENLARGED I ! • • • • • • . :: • • EXISTING WALLS TO BE RETAINED RECESSED CEILING FAN. DECK • •• • ' • % - • • ® NEW INTERIOR WALLS �► VENT PER CODE NEW WOOD STEPS 44 PER CODE I • • . PENDANT FIXTURE • • ••• • I. • • • • . . • _. ,..- t : - NEW EXTERIOR WALLS I I • •; • • • 4 * , . j %r` i EXIST 1/ M OVE DOOR ' I ir ED t / AND WALL OUT I 1 I 1 1 i / TO ALIGN W/ / I _ EXIST WALL Jr I NEW WOOD N 1 �__� ^_�_= L l; ( I I ENTRY DECK EXISTING , I I I I VENTURA CT. DINING ROOM I I RESIDENCE EXISTING 1 1 1 1 WALL TO BE �a4 i ! DECONSTRUCTED , 1 � NEW SOLID , ! • 9600 SW VENTURA CT. J 5'-0 ` +/ 5' - I/T i 1 ` ROOF ABOVE I < 6" STEP L. SOFFIT TO MATCH ADJ. TIGARD, OREGON 97223 — 1 1 EXISTING ROOF I i _ _ I t +/ 3' - 21/2 IT� � ANi�t�A���A��tiT��e 9 TA. uT�TiTi A�iTA � �T� T�T�T�T��AT�TJ��J�i ISSUE DATE: 3 j� I 10/17/07 I � ' 1 I EXISTING 11 _ f I x I I / • WALL TO BE HD REVISION: I - - - - - 1 n ( _ I y- DECONSTRUCTED I '- AU Z v I ! A \ ' HD 3/1/08 DW 1 1 4 + 1 s 1 1 1 +, � FUTURE 1 POWDER 11 I m � - 06 D V l KITCHEN CROOM I I HD - HOLD DOWN: SIMPSON HDU4- SDS2.5 REMODEL I I APPROVED ( l 1 -, �: �` ! W/ 5/8" DIAMETER X 10" EMBED SIMPSON SET ADHESIVE ANCHOR l J 1 � 4 FULL NT. GABS I 1 (SPECIAL INSPECTION REQUIRED) ( ) / O I 1 1 1 1 GABS WINE 1 , I O,• I I 111 A , 1 , NEW 18' O "X - O" O` . IVJSION . . - GARAGE DOOR O I I n r I , I WI AUTOMATIC OPENER ..., # 1 - NEW DRIVEWAY. SLOPE I I I ;� i I AWAY FROM G I - ' . i ip I I TO MEET EXIST'. DRIVEWAY PANTRY I I ' 1 I AND NEW TRENGI -1 DRAIN I II 1 -_.> I I RAISE NEW AND I - / I I EXISTING GARAGE y 3' -6" x x6 6 -6 / 1 1 FLOOR TO 2 1 - -6 +/- 9' -6" !J k / I I BELOW FIN. FLOOR EXISTING � \ �, ALL NEW EXTEIOR WALLS T O BE MAIN LEVEL PLAN NOOK 1 1 .. I , SHEATHED WIT 1/2" PLYWOOD 1 I 1 I FASTENED WITH ad NAILS * 6" O.G. I I .. 3' _ I 1 EDGES AND la" O.C. FIELD. ATTACH BOTTOM PLATE OF WALL TO i I / J ; _ I I FOUNDATION IUITH 1/2" DIAMETER x10' D RAWING NO.: I I iJ I I ANCHOR BOLTS AT 6 -O" O.G. WITH 1 1 3/l6' x 2' x 2" PUCE WASHER .0 I I ` � �` 1 I (MIN (2) PER WALL PANEL). 1 1 � 1 1 + HD 1 I A2.0 I I j J r 14-2" NEW GARAGE AREA 7 • •• • • • • • • •• PARTIAL BASLIVIENT PLAN : ;•' •' ; ; • I3 AI�a 7 to • • / SCALE: 1/4 " =1'0" il_____. I • • ` rg �,�V 4683 t6 • • • • • • • • TARA N. 004-CR'�' .^-3 • • • • • • • • • E ENID: • • • • • • • • • • • • .'• •a B EXISTING WALLS TO E RETAINED I I I �• - C�' x • 1 ' • • • • • ®• r • -O CONCRETE POOTLAND. OREGCN FOOTING �, e �►- ••• ••• • •• •• NEW INTERIOR WALLS • • •• ,. • • • • .© 1�1�/ / NEW EXTERIOR LUALLS I I I I • • • • • • • • • JI V • •••_•••• 6x12 .. .. EXIST STAIR I --r, 1,1 N — 2x10 ^l6" O.G. I I I 6,X6 POSTS EXISTING NEW I I VENTURA CT. FAMILY ROOM 1 2x8 PT 1-1F*2 e24° o.C.l RESIDENCE 2x10 PT LEDGER W/ O I I 1/2" DIA. x 31/2" EMBED SIMPSON WEDGE ALL ANCHOR 9600 SW VENTURA CT. 1' -0" 0,0, \ TIGARD, OREGON 97223 Al I ISSUE DATE: J r -- 1 10/17/07 I - \ I REVISION: // // I ` NEW FOUNDATION I .. I A 3/1/08 _ // .4t-, PER STRUCTURAL I I k-- (3) 2X14 / I I I B EAM / I NEW FOOTING XISTING WALL / / I PER STRUCTURAL 1 I / (3` 2X % i I 1 / - 1 =__ / iir - ---- -4 % I I I 1 / i NEW CONCRETE SLAB i ON GRADE I I 2X12 JOISTS 4X12 JOISTS I I I AT le' O.C. I AT16 "0.G. 1 I / I I ' I M \(46( ` I I / I / EXISTING WALL M I I I % �' - I r " I 1 a.v I 1. ' .. X4 - -LL BRACE . „ C L v j 1 / / W/ (3) .= ,- NAILS TO j I / FU EIG 01ST z . I I -'' EXISTING I � OCKING $ A - • I ROOM / / i' 1 TO WALL ' d �4' -C' •. I i BASEMENT ;' Q LEVEL PLAN •— 1 ST '- D - I I I 1/ I 1 /' '- FOUNDATION I - 1 / 1 I j /' I 1 ,/ I \ DRAWING NO.: I % I I /I I l L I I J A2.2 1 1 1 I 1 I • 14' -2" NEW GARAGE AREA J • • • S. •• •• • • • • • ••• ............ PARTIAL SUBbASEMENT b AS EMENT PLAN • • • •• • • • • • • • • • • • • CO •. • • • •. • • • �0� C • • .. • • .. • SCALE: 1/4" = 1' -0" • • • • • •' ciP. 48 'CA •• • • . ... 'TARAN -DC t. ' n_ - LEGEND: :: • . • ::.• .:: r .■ •... ..• •.. . . • • . EXISTING WALLS TO BE RETAINED PO D . ir'i ..7.i:v4\ NEW INTERIOR WALLS ••• • ' . • • • ' • ' • • • • ✓ • • ••• ••• •• • . !� ( '.' 1! 1( 1(1 NEW EXTERIOR WALLS • • • • • • OF 4', ED N EXISTING VENTURA CT. FAMILY ROOM RESIDENCE I �- I I I I I ® I - ® 9600 SW VENTURA CT. TIGARD, OREGON 97223 I I I I I ISSUE DATE: I E - - 1 I I I ,/ ( NEW (2) 2X6 COLUMN ON I 10/17/07 I ® I — I — 28';X2B "XI2° CONCRETE I REVISION: I I I I FOOTING W/ 3) 04 EA. WAY I I L__ J I 3/1/08 I I EXISTING (3) 2X4 POST 1 I I — E 6 DF *PED E I I TO W/ ON 41/2" 2X LAMINAT ED RIP TO I I I I EXISTING POST WITH lOd 1 ® I NAILS AT 8" O.G. (TWO TOTALth El— I I � I I I EXISTING I I I I I I 4X4 POST I El 1 T EXISTING I t 36' X 36" I I I TJI25'S I I L - - - FOUNDATION I I 1 AT 24" O.G. I © I © I EXISTING BEAM �� t E I I I �' 1 I I EXISTING (3) 2X4 POST 1 ® I m I —W/ ONE 2X6 DF 02 RIPPE\ I I EXISTING TO 4 1/2" LAMINATED TO I I EXISTING POST WITH 1Od EXISTING 4X4 POSTS I NAILS AT 8" O .G. ( TWO TOTAL) AT 24 O.G FOUNDATION S ON 15" FOUNDATION I I - _i_ %r WALL I I / EXISTING I I I I I // I 4X4 POST I I I I : IS I I EXISTING EXISTIFIG I ®7 I I I X 36" X 36" 1 SUBBASEMENT UNFINISHED I I it -a I I L_ _ J FOUNDATION I LEVEL PLAN BASEMENT I I I El I - EXISTING �'E ) I I 4X4 POSTS I AT 24 O I I I I Q I DRAWING NO.: I I I I r -- ON FOUNDATION ..- I I ® I -NO I I NEW (2) 2X6 COLUMN ON Eis r I I I I I 28 "X28 "X12" CONCRETE 1 L _ _ J FOOTING WI (3) 04 EA. WAY A2 VI -....._f • . • • • • • • • • • • • • • • •• • • • • • • • • . . • • • • • • • • • • . • • •. •• • • • • • • •.• • • .. • • • � • • • • • • • • • • • • • • �" 4683 . 4111 4i: - • •••• • • ••• TARA N. DONERfY • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • pp- I, CR_G N • . • • a� ... .•• • • . • • • • I.• • • EXISTING GARAGE ----_____ WALL TO BE DECONSTRUCTED I 1 I 1 I I I I I I I ] ] , I II p I I II I p I I ! 1 9 I II 2X RIPPED TO MATCH VENTURA CT. EXISTING KITC1 -IEN I RESIDENCE FLOOR LEVEL 6a 1' -4" I I 2X12 AT 16" O.C. n I 9600 SW VENTURA CT. \ TIGARD, OREGON 97223 EXISTING I NEW F 11 MAIN LEVEL I GARAGE NEW GARAGE FLOOR 3 I /2" CONCRETE ON ISSUE DATE: I 9 MIL VAPOR BARRIER I 10/17/07 ON 1/8" APA RATED CDX I PLYWOOD ON 4X12 DF *2 I REVISION: AT 1' -4" O.C. E:NIIMI:■I:M : ■:IA:MEINIII, I A 3/1/08 i 1 I 1 L ' I NEW FOUNDATION ;, =w PER STRUCTURAL I NEW C3) 2X14 BEAM EXISTING GARAGE EXISTNG 1 EXISTING TO FLOOR EMAIN STRUCTURE JOISTS BASEMENT 2X12 0 (3) 2X14 BEAM • f 1 EXISTING (3) 2X4 POST NEW STUD WALL ADD ONE 2X6 RIPPED ALIGN STUDS W/ EXISTING STORAGE ROOM TO 41/2" EACH SIDE OF NEW 4X JOISTS COLUMN. LAMINATE W/ lOd NAILS AT 8" O.C. EXISTING FOUNDATION WALL ADD WATERPROOFING MEMBRANE EXISTING EXISTING TJI 25'S / 4X4 POST ,..1 NEW FOUNDATION DRAIN AT 24" O.G. / EXISTING 4X4 POSTS N N AT I ' O.G. EXISTING 4X4 POSTS UNFINISHED EXISTING ON 15" FOUNDATION AT 24 O.G. ON FOUNDATION BUILDING SUBBASEMENT SECTION E ____ EXISTING DRAWING NO.: 36" X 36" FOUNDATION I 7 BUILDING SECTION A 4 .0 SCALE: 1/4" = 1' -0"