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Plans l v _ d ' ' ' • - . q r D ., APR 0 2010 CITY OF TIGARD '� �s� f BUILDING DIVISION { � / 18" 33'6" I ,/ ; WALL To 6E SN fASO AT // ztisa F cE . : S P of Fr (2 -- geCi4zgeo-N. MS, 40„ — ,— I I 1 I 1 1 i _ ^j 22'10 I I 8'p„ / / / WINDOW DETAIL SCALE 1/2" =10 / 14'7 ----- - - - 5'8 '. i %'1 15' \ 1 I . i .\ _ 35'3 � 2 "X6" DFL #2 16" OC 1/2" PLYWOOD NAILED 6" OC 8D NAIL / TYPICAL FRAMING FOUNDATION BOLTS 5/8" 4' OC l 49'5' f / f 57 / A'�v E AND 13-1-°‘/I/ t.✓SNpoWS. 59'3 STMpSOtJ c.-Sc) S'fRPtiP I TEmo STRAPS 3" 3EYo? tPEA, PRo\i E 501.79 glocK7 N6 AT $fr P$ bvN'0 PIT -» w/C ) Iodl AT Pik. 9 /od AT co" o- c.. M0H2 I. - eN &TH. STRr'P ■PY 13 71\-4 AT z 'FPc. of t NORTH ELEVATION . 13679 SW ASCENSION DRIVE CITy TI(j ' • • TIGARD OR LTf,t- " SPOONER RESIDENCE Approved plans Ate ���" .- �' 1-1-.' SCALE 1/8" = 1 , 0 " Conditionally Approved.... t ) 10/15/08 shall be on job site. See Letter to: Follow. I I Permit Numbe 4 ' ©- 404 = � Ad - .4-.10-0 1 V - -----7 7 �� 41., ` OFFICE COPY By: .,*;.- - A.014 T7 ZH.KADESIGN , 1 • EXIS EXT DOOR , OOR 1fNNDOVVS CENTERED BELOW 3' X LUE 6'8 EXISTING WINDOWS- NOT CENTERED - U.VALUE .20 IN NEW ROOM -MAIN WNDOW 3'6X4'6 CASEMENT: 15.75SF OPEN VEN fQN- MIN REQ• 405X2.5 %: 10.125SF -OK V y EGRESS MIN REQ 5.7 SF 24" EA WAY: OK �` ' u VALUE MIN IMUM .�5 ' y '- R °��� RISE`S" WINDOW � :. RUN HNDRL FROM . _ .. . �-�d� NOSE COP �� -, •;1. 1 ,� HEAR WALL R IN ALL WALLS' ` D ROOM EXTERIOR WALLS RECESSED LIGHT TYP BE EXISTING EXTE (E)BEDROOM § 0 16" OD DFL#2 2" X 6" SHE4TED 1/2" CDX • I ; W/ LAP SIDING OUT k . 1 EETROCK� (LING 117' r r r 23'-6" i r 2 i_ I' • � � � ••••• - - IIIII � , l a a I \ / Lg =i ' : 1 S�A�� i t 11NALLWALE I r 9 u7 3 �. r c/) 9 � � t1 - - -_ - - ` `! 1 u R .) V" I B A TH — - _ 1 g u tl f 6 X 12 GLU -LAM - — - F / a �� SMOKE DETECTOR l„� MOVE POS SEE ENG. - - . - (E)HALL ■ .1 . I. - � r r � . + SMOKE DETECTOR O — ` E£ RE X DO OR E) 3'0" X 6'8 EGRESS DOOR , '� . _ - - - -- t / -I 1 � _ _ I Ra RELO CATE WATER HEATER • I �eL� I f �'�� . �� ._ t J1 t ,. ' r N eW `zS 17 , k 1 - V� 1 n n; 'QC� V I c *C W E{ 1� GATE 6 "• _r.._�"�tvti'"j' I i 1 20� l BEDROOM 7 i7 1 . existing flooring 10'6" to window wall. Match existing framing. 1 _ ___ L Extend exi g �i +�� _ I 2. Frame 2"X6" wall to form new room. STORAGE ` 3. Add new windows per engineers specification. See engineering. ` 4. Remove post. See engineering. 1 5. Remove existing water heater , move gas old and plumbing to new location. I 6. Relocate ductwork into ceiling. Replace ii 1 7. Add 3.0X6.8 exterior door from new room to crawl space. f 0 8. Add decking and stairs to crawl space for storage. I ill 1 >` 9. Add eight can lights and 1 20 amp circuit. Wire to co e. ' 1/ / 1/ h i—t om 10. Insulate to code. X 2-3 6 11. Sheetrock and paint new room. e t �� M p t M N 5 i 0 f `� t� \ ,,- GARA CRAW— SPACE 1 8'1- B . 2 ,. ' . (N) STAIRS RISE 8' • RUN 11" SHEAR WALL DETAIL: _ ,; EXISTING HNDRL34" 3'6" 1/ CDX PLYWOOD ON 2" X 6" (E) STUDS 16" . EXTERIOR WALLS- FROM I/ WINDOWS CENTERED BELOW PLY NAILED TO BOTTOM PLATE AND BLOCKED OC ATALC_ EbCES 1/2' CDX OUTSIDE 15LB BUILD PAPER UNDER \ NOSE,CONT. 'I EXISTING WINDOWS- NOT CENTERED Sd NA1LS 3" OC FULL HEIGHT OF WALL ? HARDI PLANK T' EXPOSURE 1 -3/8 ROUND IX7 DOOR 1 IN NEW ROOM MAIN WI NDOW 3'6X4'6 CASEMENT 1/2" CDX OVER 2" X 6' STUD WALLS - I f l 15.75SF OPEN VENTILATION- MIN REQ. 405X2.5 %: 10.125SF -OK 16" OC f 3'0 x 6'8 H EGRESS MIN REQ 5.7 SF 24" EA WAY:. OK / (N) STAIRS RISE 8" ENERGY: U 35 MIN - . =_,: : - ? -- / � � / N - ., ., . . .-.._ i 4 X12 DF R -21 INSULATION TYP / " " L.#2 HEADER �► ® " ,g�\EACt1 LowC -R a009, wAU w''s /s� ''��?,: Airy' �+ APP RIVCO - ItL. W /Sci PT Cn '0,c. AT - .HEAR WALL INSTD�C c-� o1 wAU.. Pgov SHTG. Asa \ \ yp SHEAR WALL ANO 6H.ow wsNoows'.56E ,v0Fr t/Fti: SEE NOTE ABOVE Fee. 9rRAP (LE—z f C-i,TS . j _ - - (E)BEDROOM NPN ROOM — 19' X 16' �/ o � i 6 x 24'6" O �— L LL I 0 I Z LU -r -- Q 0 C° a . , li"-q, - Q Z ` J D c r - ' t i f U W I 0 0 - r�O 1 . Extend existing flooring 10'6" to window wall. Match existing framing. t I Q �,' 2. Frame 2 "X6" wall to form new room. - 0 0 3. Add new windows per engineers specification. See engineering. I _ - - _ co - - - " 4. Remove post. See engineering. � ; 4 ca 0 CO • 5. Remove existing water heater , move gas line and plumbing to new location. i I - 1. ° - - FURNA [. 6. Relocate ductwork into ceiling. Replace old furnace. ( ri \ , exterior 7. Add 3.0X6.8 exterior door from new room to crawl space. --\-' `, r� �' SMOKE DE I ECTOR f Ill 8. Add decking and stairs to crawl space for storage. !ii `�: - - i, 410H- _ (E)HALL 9. Add eight can lights and 1 20 amp circuit. Wire to code. ' Y' T SMOCE ECTOR 11 X 22 10. Insulate to code. - - - . (' 3 '0 X 6'8" DOOR (E) 3'0X6'8" 11. Sheetrock and paint new room. a ; , j 'DOOR , (1d0 [ ice - -: r al .- ilij ________ a: 1 ii. 1 ca p � < < ' \ i r: � • . If t - - - - 1 1\N■., • STORAGE • _ 1 4) R r MILLER ' CONSULTING APR 0'6 2010 ENGINEERS x111` OF ►,IGARD STRUCTURAL CALCULATIONS BUILDING DIVISION Spooner Residence Remodel 13679 SW Ascension Dr., Tigard, Oregon Shelburne Development March 31, 2010 Project No. 100251 h/ pages Principal Checked: oVi. UCTU THESE CALC LPIA,') I Jn' `?4 VOID IF SEAL 16655PE y OREGON c ✓ C RY l c'," � AND SIGNA E.:1 P OT ORIGINAL 'EXPIRES: 1 2 - 3 7 - Z o * * * LIMITATIONS * * * ENGINEER WAS RETAINED IN A LIMITED CAPACITY FOR THIS PROJECT. DESIGN IS BASED UPON INFORMATION PROVIDED BY THE CLIENT, WHO IS SOLELY RESPONSIBLE FOR ACCURACY OF SAME. NO RESPONSIBILITY AND / OR LIABILITY IS ASSUMED BY, OR IS TO BE ASSIGNED TO THE ENGINEER FOR ITEMS BEYOND THAT SHOWN ON THESE SHEETS. 9570 SW BARBUR, #100 PORTLAND, OR 97219 PHONE (503) 246 -1250 FAX (503) 246 -1395 9570 SW Barbur Blvd., Suite 100 Portland, Oregon 97219 -5412 Phone (503) 246 -1250 Fax (503) 246 -1395 www.millerengrs.com American Consulting �.1k Engineers Council Building Code: i y 2006 International Building Code as amended by the state of Oregon l Soils Report: No Soils Report by: N/A Dated: N/A r Soil Bearing: 1500 PSF Retaining Walls: No Equivalent Fluid Pressure (active): N/A PCF Passive bearing: N/A PCF Friction: N/A Structural System: Building Structure Vertical System: Wood framed Construction Lateral Sys: Flexible Diaphragm / Wood shearwalls Element Roof Floor Corridor Garage Load Type Dead Dead Dead Dead t. Basic Design Value (PSF) 15 15 15 10 Loads: Load Type Snow Floor Live Corridor Live Deck Live Value (PSF) 25 40 100 40 Deflection Criteria U240 U360 U360 L/360 Lateral Design Parameters: Wind Design: N/A Wind Zone (Fastest Mile): N/A MPH Exposure N/A Importance Factors l = 1.00 IE = 1.00 Is = 1.00 I; = 1.00 Occupancy Cat: II (wind) (seismic) (snow) (ice) (Iw = 1.0 with wind concurrent with ice) Seismic Design N/A ' Design Summary: The following calculations are for the design of a perforated shearwall at the Sponer Residence in Tigard, OR. The calculations reference original calculations by "United Engineering, Inc" dated 10 -15 -08 for which a permit was issued by the City of Tigard dated 10- 29 -08. The original calculations were based on the 2006 IBC with OSSC Ammendments. .. gi 9570 SW Barbur Blvd. Project Name: Spooner Residence Remodel Project #: 100251 Suite One Hundred Portland, OR 97219 Location: 13679 SW Ascension Dr., Tigard, Oregon `,1 MILLER (503)246 -1250 Client: Shelburne Development Consulting FAX: 246 -1395 Engineers BY: EMH Ck'd: yC.M,,, Date: 03/31/10 Page 1 of y t 7 pc?Foeq1ED 5 k\EKv%' - .. Lr-st.......,_11- X8 1 sik _ ����I,�ai>� I M4 ,- 4 ;01 , G. RECESSED UGHTTYP i 8 BEDROOM BEDROOM i 195k. . 1 ill { \I; NEW ROOM / @g , , 18's X 241' I 1-82 r`, . , 1 ``. / -.... - BATH la �I�0 �-8 X 12 GLU -LAM 't -:G M I H • 4,-- --- - .� i�'.`.f - ' i ,� i - - CABINETRY -- �'- -- Itimmul RELOCATE W TER HEATER HALL ill 2 di lin TO THIS LOCATION UNDER STAIRS Z % STRAP HOTVl4 HEATER TO WILL, USE SP ACE' I , s�� n/► C BEDROOM Z . • \ STORAGE • GARAGE . M . • •--- / • M7 . p ' r 2i_vlvts L O -O!,'r c, P 1V F(-°" 4 pP2avr,6 1 0 I_At.^cs • ALT 5. 9570 SW Barbur Blvd Spooner Residence Remodel 100251 Suite One Hundred Project Name Project # _ Portland, OR 97219 -5412 Location 13679 SW Ascension Dr., Tigard, Oregon MILLER Shelburne Development Client CONSULTING (503)246 -1250 il ENGINEERS Fax: 246 -1395 By EMH Ck'd ;`P Date 3/31/10 Page 2 of ,) V y 8/6 * (Ior'‘ u44-5 QY `' Gl N 1( - 9 EkOrNr.C-ezNG, zUG. ° 1)1M0 /0 - is - ,22o,b r= y8 /(,: = ill. Pit kr Fe(ZFopk o wki V= /?)plf (IH):-- IoB DL= /5 Z) + Bps (Ic') y35.5p( /4 o-r= 13oe(S')t 8P5q2)(y) _ 3 /` Res = 1 /3s .s (15') = NZG f+ -)s z y2e,fi9(a 67) _ ;SS95 > 23 . C+ . Ib • ,`. /✓D \ REc'D iz SEE. PG 4 R sr PR CALcrS, ADs 1 %; AP*, RP<TMD Sil" . Vi f ef M fi at. MSC C..52o S77 Mow Amp SFlow v wOoWS. SolZv LCocK Al 57FPNY ACID EXTapD c-r P,p 32 "avoto 1,v,7N r ) o w 6 , t sc ( m ) /0.4 e E ' ) ANo ion • A/ & " O. ( . AT 3AP5- r'2 (E ) Owr( r'2 ( E/ 1I \ SE-1 (W ✓-}• .rr 2 0 g .7/4 0 v l" pas ) 1, 4= Otyops9( 4 ) = (a4 4 w, = r � 1 • � sb v . a 3 V= //36,.00 7 _I 11/ CE) s' / t h- ' GatGAfrk- F = 15a5e (It) 1 2,, _ 14(72, 5< < ,21/C0 ps, OK Y ::: 1 /30 8 (5 /6 = /63 rs; ,- ayorsi dk 8 0.0 = V#10 k (() 5 1 6 ADER iATE (�) �G (Gt�''�.tc. a2 "1 r',....) L.p11-0) I P. 134 + s ? 0(`l%) _ (0296 _ .... (c) 2 rr.. fiAU. _ 1 /l V/ (/.5 - &t/ltf > G7 h'r7 . 9 , ‘,4 H dr 9570 SW Barbur Hundred Blvd Project Name Spooner Residence Remodel Project # 100251 Suite One Portland, OR 97219 -5412 Location 13679 SW Ascension Dr., Tigard, Oregon MILLER Client Shelburne Development CONSULTING (503)246 -1250 ENGINEERS Fax: 246 -1395 By EMH Ck'd 1-e-tr -i. Date 3/31/10 Page 3 of L/ .F Wall: Level: (Main . This analysis uses the force transfer method of designing a perforated L shear wall. The free body diagrams shown, are for a generic condition. _ L l L� L - The input value of L should reflect the shortest wall section adjacent to the window opening. v f I V = 1708 lb Total shear force. I p - L = 14 ft Total length of wall. _ _ ' \ _ .. L = 3 ft Wall pier length. L2 = 8 ft Length of opening. L3 = 3 ft Wall pier length. H = 8 ft Total height of wall. H = 2 ft Critical section depth. H2 = • 4 ft Height of opening. _ L SL2 F V = 122 plf v = i Shear at top and bottom plates. J V P I iFv uwa0 = 285 plf vwa /1 — L + Shear in wall piers. _ ' 1 3 u-) Fh = 854 lb F = v(L, +0.5L Horizontal force at critical section. F;,� - F +.5H Fv = 488 lb F — Vertical force at critical section. L, + .5L 2 P = 976 lb P = F, � .S L 2 ) Critical strap force. H, F ahead ° 244 plf V head = u Shear in panel above opening. t "max = 285 plf Critical shear force. Strap must be designed for 976 lb force. Anchor bolts must be designed for 122 plf shear. - Shearwalls must be designed for 285 plf shear. ._ Panels above and below the opening must be designed for 244 plf shear. Vmax = 52 o plf )2.55 plf - OK • .. " Tmax = 976 lb < 1030 lb - OK • • • ® 9570 SW Barbur Blvd Project Name Spooner Residence Remodel Project * 100251 Suite One Hundred ® Portland, OR 97219 -5412 Location 13679 SW Ascension Dr., Tigard, Oregon MILLER Client Shelburne Development CONSULTING (503)246 -1250 ENGINEERS Fax: 246 - 1395 By EMH Ck'dMwi Date 3/31/10 Page y of y