Loading...
Plans (67) 158'-0" 25'-0" RECEIVED s C.O.T..- _ _______._ - -___f r RIGHT OF WAY 44'-4" 76•-5" EDGE OF EXIST, I �_ PAVEMENT MAR�1 p 2 9 r QELEV. 237.0 - PROPERTY LINE EXIST, ry 1V1(il� _ _ CONC _ 1 PIPE.-\16I CITY OF TIGARD RD ELEV. 237.0' DIVISION��ILD><NG EXISTING BARK BED I f x (ELEV. 237,0') i � I 42" DIA. o FIR TREE o ] EXISTING OUT BUILDING C I O nor �•1e0S10� I CC!JYk-O� Ir EXISTING GRASS RONT OF HOUSE i r 0 LLI 0 Ir a IZ F I O Z l W ` NEW } o y it I o ASPHALT L J I 0 DRIVEWAY I W N �+ I ] EXISTING OUT BUILDING C EXISTING HOUSE I-, v 2280 SO, FT. a C4 Z = o o O I LLI x I 0ce n z dl , W \ z EXISTING PAVER o r WALKWAY EXISTING BARK BED I / H— o ./ / I I\ I6'-0" / iI - o I GARAGE DOOR 1 O I - '\/./7-1: �fAY , z> I NZ0 S0. FT,GRAVELLING SPEXISTING GARAGEo oELEV. 236' GARAGE EXTVI1 EXISTING BARK BED 1 I COOK LANE oL�10 POWERNT OF HOUSEI 55'-8" _ _ 20'-0" / 48 I NEW LIVING SPACE ADDITION EXISTING - _ 15-4" NEW GARAGE EXTENSION SETBACK "1 I (AFTER VARIANCE) I I [j Orj 11G re I r./f]r".��1 J _ _ EASEMENT (GRAVEL DRIVEWAY) I `nditinaailyApproved..„,„„„,„[ I Iee Letter to:Follow................... 4.... ELEV. 237,0' — — — — _ _ _ _ _ _ A hed. - - - - PROPERTY LINE - - - - - _ _ .......,...... ELEV, "tN ber. : � By:. �., Date: `. - Approved plans Erosion Control shall be on job site, a.//7/f2__ia<--X Inspections Required OFFICE COPY _ Contact: Clean Water servicers (503)681 4444 initial inspection Prior To Inspection. DEAN & LESA TABERT RESIDENCE Final Erosion Inspection Prior to Final Building Inspection. 13395 SW 107TH AVE, TIGARD OREGON 97223 SCALE JOB No DWG No. REV 1/16"=1'-0” DT2012 DT2012-00 R1 • • 1r.. 1 r • FRONT OF HOUSE 01 o slo I "to —r a ri ca EXISTING HOUSE 2280 SQ. FT. U O_ 0 eL UJ I-w r7 Z Ce is to 0 /-EXI/-EXISTING HOUSE FOOTING Q Z I STING STEM WALL 00 `v I w z 5'-0" 12'-6" 2'-6' NEW ADDITION FOOTING NM FOOTING AND STEMWALL FOUNDATION rAND STEM WALL �a VENT (TYP.) / AND DWG DT2012-03 1'-3" 16'-3" 1.-6yr-PERLEVEL SHEAR BRACE FOR TYPICAL SECTION) jNEW GARAGE DOOR ROUGH OPENING ANCORAGE DETAILS 2x6 P.T. LEDGER BOARD F---I I 2" X 8I--- WITH 1/2"0 WEDGE ANCHORS 1J " T & G-\\.--/-\, AT 24" C-C. . 1 SUB FLOOR I I O o 1 I= I 0 a U --(t) /�NEW GARAGE LL o a o I �/ FOOTING AND STE1 N I 18"0 CONC. NEW 380 SQ. FT. ! NEW GAR N z a PIER (TYP.) I EXISTING GARAGE SLAB GARAGE FLOOR (SEEDWG TYPCAL2I0N s —_11 _ O ELEV. 236' SECTION) I . (4" CONC. SLAB) 3 0 4" X8 I zI FLOOR I I "v 1 JOISTS I -— 0 - (TYP.)/Il-_i—_—I I EXISTING GARAGE a I WI FOOTINGI - 6'-1" 6'-3" 23'-0" 25'-0" 20'-0" _ 48'-0" __ 14'-0" NEW LIVING SPACE ADDITION EXISTING HOUSE AND GARAGE NEW GARAGE EXTENSION FOUNDATION PLAN DT DESIGN LLC DEAN & LESA TABERT RESIDENCE 13395 SW 107TH AVE, TIGARD OREGON 97223 SCALE JOB No DWG No. REV 1/8"=1'-O" DT2012 DT2012-01 P2 S' . FRONT OF HOUSE 0 I 0 lo a O a El • L EXISTING HOUSE 2280 SQ. FT. 0 a a I- ❑ Ii 0 BRACED WALL Li DESIGNED AND INSTALLED Z PER C.O.T. BRACING GUIDE level iSB 18x8) SHEAR BRACE CUT BACK EXISTING WALL DESIGNED AND INSTALLED SHEETING TO ALLOW FULL 4X8 PER WEYCO(LEVEL SPECS. SHEET OF OSB TO NAIL TO SEE DWG DT2012-08 EXISTING AND NEW WALL STUDS SEE DWG DT2012-06 AND RELOCATED SLIDING ❑ ACCOMPANYING LITERATURE GLASS DOOR 1'-3" 16'-3" 1'-6" (4x8 HEADER) F 4'_0" / I J NEW GARAGE DOOR LOCATION 1 II ` ACCESS TO NEW LIVING SPACE f FROM EXISTING NEW 5 1/2"x13 1/2" NEW 400 SQ. FT. OW LOCATION OF SLIDING GLASS DOOR N._ GL 2400f ARCH Z 0 (DOOR HEADER TO REMAIN UNDISTURBED) F HEADER F NEW MAN-----' LIVING SPACE ADDITION c ACCESS DOOR 00 0 (4x8 HEADER) o 0 o a NEW BATH DOOR NEW 380 SQ. FT. 0 I o. RELOCATED 4'x5' w w b WINDOW EXISTING GARAGE <� GARAGE' EXTENSIQN - o `" 5 (4x8 HEADER) \\\\\\\ 1 ELEV. 236' a m N n ALL PLUMBING TO 00 CONNECT TO EXISTING NEW 4'x5' W 0 BATH ROOM P WINDOW Z - ��\ HOUSE SYSTEM u> (4x8 HEADER) 0 \ \ X I La O Ot\ N \\\ -N\\\ t NEW 4'x5 NEW 4'x5' 5'-0" WINDOW 5'-0" 23'-0" 25'-0" 4'-0` WINDOW (4x8 HEADER) (4x8 HEADER) _ 20'-0" 48'-0" 19'-O" NEW LIVING SPACE ADDITION EXISTING HOUSE AND GARAGE NEW GARAGE EXTENSION FLOOR PLAN DT DESIGN LLC DEAN & LESA TABERT RESIDENCE 13395 SW 107TH AVE, TIGARD OREGON 97223 SCALE JOB No DWG No. REV 1/8"=1'-0" DT2012 DT2012-02 P2 ROOF SHEETING COMPOSITE ROOFING/ROOFING FELT /- O� "t¢V55 INSULATION (TO MATCH EXISTING) ¢ (R-38) CEILING JOIST H2A TRUSS HANGER .— J� DOUBLE TOP PLATE COMPOSITE ROOFING 2x4 FACIA BOARD SCREENED 1/2" GYPSUM WALL BOARD (TO MATCH EXISTING) EAVE VENT so 2 X 6 STUDS ...-,a T-111 SIDING ® 16" C-C -...���.. ........ ...���..... ...-��.����...-��....��...-1�...��-....��...-��...-��...-��.. , ...-��....��....� ...-i-...-i�....��...-��.. (8" SPACING) �Iiminmlll/t■illmlil(t�111m1iiiiiM�inliliili1im11mn1ililiNlfii iiillllillll�mmlhmlilmmmlilmnlmlil/I�llimlilmi 11i11111I1111/11n11i1111m111m11111/1111___1111111i1i11111111111111i111m1i1mn1111111m1i1101111mn111 111111111mmm111111n1 In tillhmli111■alleinianli1llnilall* 1111111m111i11111111 1111011IM IiI1111Mi1IIII111iII11IIIIIMM1i1M1i1INIM11I1n/1 111 SIDING OVER INSULATION (R-21) ���, II1m111111m�111111nim1111i11111!1111___111m1I1mn11t1n1i11111m1i1m111mn111/1111110111/n1n1n111/11101iim111m1111 II TYVEK PAPER i•111111/111E11111T�''- i1111111/Iilili :_1111it11i1mI11i111111t11i111 IIIM IUM111111m1nm111i111111i1n1111UMIU1m1I1111I PRESSURE TREATED ROOF PITCH IIiI11I11111IIiti1` 1111__�r�1■_ MIMII�_I/_Irl_IilI���rlIr�P_mrIIIm_n EMIP_ P4011111.11111!111111111/111m1111111i INII11111i1 12 ht1■nli�"' (lIII�IIi IIi1�111111111i1i111111111ni11U11111/1iIIItl 111111iO 1 1111/1i11111i1mn1il11nmin FOUNDATION PLATE 5� 11110° N`'*III$IIIiIlnlitlllli1IlII11II111111I1ii111i/i11I1111/1111i111i1111 I1t111111III11I1111uImn1m111111IlSUB FLOOR PP- ``71111111111/I/I!I1111r11f1/i11l1Iinsra Im111iminini 111m1116IIIlU1/IiI/1IiUi/1 unni 111/111 1/2"o X 10" ANCHOR j(2"x6" T&G) am BOLTS ® 4' C-C it 111111111111111111101111111111101 1101101111101111110110111111111.1�_ 1 i ~um®a 111 �e I • '' INSULATION (R-25) 10001111111•1101011111111 111110.11111111=1111111111010111111111111 MI i ��' = ,■simmommmommom mi01111111111111111101111011111111111 .ll II o ,I CONC. FOUND. WALL �'''"11 - I 3" ABS RAIN---_c'+ 'rte 6 MILK ----..- '1 : \, DRAIN 1 j � 1:. ...''''Ili -- - VISOUEEN A.- NEW LAP SIDING 4X4 P.T. COLUMN #4 REBAR (2 IN FOOTING, 1 IN STEM WALL) (B") 3'-0" 17'-9" (WRAPPED IN STONE} NEW FRONT PATIO COLUMN SPACING GLULAM SUPPORT BEAM TYPICAL SECTION AT LIVING SPACE ADDITION 20'-0" 46'-0" EXISTING/NEW GARAGE WIDTH EXISTING Scale 3/8" =1' 0" 66'-0" EAST ELEVATION ROOF SHEETING (LOOKING WEST) COMPOSITE ROOFING/ROOFING FELT S¢V55 (TO MATCH EXISTING) ¢Ous . '--- CEILING JOIST H2A TRUSS HANGER .- .� " DOUBLE TOP PLATE \_ n 2x4 FACIA BOARD 1/2" GYPSUM WALL BOARD 5/8" GYPSUM BOARD SCREENED 1 1 1 1 1 1 1 •I 11 1 1__ 1 1 1 1 1 ii 1 1 1 1 1 1 1 ( 1 1 1 111 1 1 1 1 1 1 11«m UI I U 11 U EAVE VENT Ii 1111UMMiI I 11111M11111111111111111111.111101111111111/111111111111111111111111111111111111.111111111 i J 1 iII II II I 2" X 4" STUDS 11111111/1nmIi11tIiIIIl 1IIII■liliil nunnil11n11i11i11i■1I11111I1II11i111111illlmnlmi11i11i1 i i111I1 LAP SIDING (8") 0 16" C-C IQ11111i11111111111i1m 111111111111m111m1111111111111111i1111m1111111111t/111i1111m1111111i1iI�11M11Nrl1n111m11Qriim11IF HARDY PLANK ninilmnimui1t1i11nannorinn 11i1ii1mnlm nni linnemioini11ou1i/nri/'�1wmnmi tnionI /imI1umnn n1sono nunintan111na ammiI1I1111i/ 1umnsonso' " +it lli1I1m1 SIDING OVER YVEK PAPER . INSULATION (R-19) 1t1ni1n1mmini1i11nimnn111inni1iii1ilmin1m11irilli1111ii1n11iainl ' •miginiffini ROOF PITCH 1111IIImI/111111nimlllinmimli11111111m1IIm111mII1mlIIm1111I11IIuIBII1i11i1Q1I1Iu1 1i1e-i'1 I '411111115112 PRESSURE TREATED 1n11uIiiui1I11i_!iI1,QIItntlnli sllnilllllllil/illmnniml.mnlmmillln ii ii noir -in 51-- 1/2"0 X 10" ANCHOR FOUNDATION PLATE BOLTS ® 4' C-C -_•_--•-- --.-- -•- _•_ ® CONC. FOUND. WALL (GARAGE FINISHED FLOOR CONCRETE) 6" THK. 0 3" ABS RAIN�e ae .,.• r o DRAIN o 7 1 ,t„,01.a ,I. r . N .m,i 1111°11"'l„I �I Q v NEW T-111 u:,; � SIDING (8") �" X11 1i` = EXISTING T-111 0 - SIDING (B") I N DWI 46'-0" 20'-0" #4 REBAR (2 IN FOOTING, 1 IN STEM WALL) EXISTING NEW LIVING SPACE ADDITION TYPICAL SECTION AT GARAGE EXTENSION Scale 3/8" =1' 0" WEST ELEVATION (LOOKING EAST) DT DESIGN LLC DEAN & LESA TABERT RESIDENCE 13395 SW 107TH AVE, TIGARD OREGON 97223 SCALE JOB No DWG No. REV 1/8"=1'-0" DT2012 DT2012-03 P2 r—I r, 1 ----- ----- ----- ----- ----- ------ ---- ------ ----- MIIIIINIMMIMINIII -�---J111■1■111111■11111■11111M1■11■1■11111■1■r■r■1■11111■r■r■i■rrr■1■nr■1■i■r■1■nr■ 111111■1111■1■1111■1■ru■1■111111■n11■1■1111■1■n11■1■1111■1�111■1■1n�� ==-= 11,11m111111111111111111m11111111111i/111t111111111111110"" 4111rIf�11�111I�11�I11111.I111111111I(�11r(�11�111111111�1111�1 11111111111/11111111111111111111111111D'` ''1111111111111111111111111■11111111111111111111111111 11/I111AI111/1111N1111AI111/1111m1111RIror `'1111111111/1111un1�11rm1*/n11/n111111/a111/a11r ISII 111iJJ11 1I1I11IJi11�I/IJ�II P"- `' 11111111111111)1111MUIJAMILIINDI UIIIJIL11111/'IIII JIIJl -NEW LAP SIDING (8") NEW LAP SIDING (8") 20'-0" 48'-0" _ 19'-0" NEW LIVING SPACE ADDITION EXISTING HOUSE AND GARAGE NEW GARAGE EXTENSION SOUTH ELEVATION (LOOKING NORTH) NEW COMPOSITE SHINGLE ROOFING OVER IMPERMEABLE MEMBRANE AND OSB SHEETING 2x6 RAFTERS I 1 n C1 16" C-C. ,',',',',','i MmMIIIIMMIE NEW COMPOSITE ROOF PITCH �o��� NEW COMPOSITE SHINGLE ROOFING 12 �� =-n,- SHINGLE ROOFING 3E- I III I III I I1 Dill 1 Ili 111 II 1 1171F7 P'" ] II I IT II IT II IT U I IJ III f 11/111111/111/11111111111111R111111111iI11111 11`.u1RI1M11IIM1111I11�1r.' 1 111111111111111111111111111 1111111111111111111�111r111MN11I11M111Ia111111111111 " ' -"II `�'11r111r111/111/111/111�111/111IIII111 II111111111111�111111111111111111111/nimm lln►�13,- ,-- `' 1111/1111/1111111111111111111111111111 W( 11rr "" -qui 1 1 1 111 I I I iv I I I I I 1 GLULAM SUPPORT ra BRACED WALL BEAM (BC4 CONNECTOR) DESIGNED AND INSTALLED BRACED WALL _ PER C.O.T. BRACING GUIDE DESIGNED AND INSTALLED " PER C.O.T. BRACING GUIDE Mr°' NEW T-111 4x4 P.T. COLUMNSIDING (8") (TYP.) '1( I I I I I I n COLUMN BASE 4" CONCRETE SLAB CB44 (TYP.) r-s" 18 DEEP THICKENED CONCRETE SLAB NEW FRONT PATIO 1;791 16'-3" 10'-0" GARAGE DOOR ROUGH OPENING 19'-0" 48'-0" ..- 20'-0" NEW GARAGE EXTENSION EXISTING HOUSE AND GARAGE NEW LIVING SPACE ADDITION NORTH ELEVATION DT DESIGN LLC (LOOKING SOUTH) DEAN Sc LESA TABERT RESIDENCE 13395 SW 107TH AVE, TIGARD OREGON 97223 SCALE JOB No DWG No. REV 1/8"=1'-0" DT2012 DT2012-04 P2 ' aIle*/ board laid on Ridge board Rafter framing top of roof5 h thing (2x6(2x V911$�f ra�er$ or Ilk 1 Imbr (2x6} Roof trusses Roof sheathing pr fill/1111144,14, -----.........h.1 IP ' , ' ' N''''-_,.... IN 1 1 , , , P,..,i - ,milli.„. I I tAgi:00000000-g".....gi ,,,Illitilit. _ ,_ ;.- 1- ...110,0w- rte" --- i -, _, __,. . . . 0 - 1 '' ' ----i--, ., ,_ 1I --"' I --Ilk _ _ . .., __dr _,....... _ _ -7-.,_ . ,4, )00011...................: .._ - L 1'1 . II II DT DESIGN LLC DEAN & LESA TABERT RESIDENCE 13395 SW 107TH AVE, TIGARD OREGON 97223 SCALE JOB No DWG No. REV N.T.S. DT2012 DT2012-05 P2 iLevel Shear 3race Installation Details ` eve ,�-,. iLEVEL SHEAR BRACE by Weyerhaeuser SB16 PORTAL SCREW DETAIL 2910 East Amity Road, Boise, ID B83 S 3 PORTAL FRAME SHEAR BRACE INSTALLATION Installation Details P.O. Box 8449 Boise. ID \/ 83707-2449 Portal straps: Maintain 1.888.iLevelB (1.888.453.8358) Offset screws front to Y2" edge distance. back to avoid interference www.iLevel.com Attach with 16 nails,10d (0.148" x fs" min, 23/8") min. (_ A SECTIONAA nail (8) into the 3)" wide x 9,1 "-18" deep header, as specified. header and See S85 and SBI2 for other header widths (8) into the brace, and allowable furring. Order strops Start screw separately for tips 3Yz" braces over 100" rilluiJ Optional 2/s" max. � (±/z ) from tall, OSB shim, the bottom up ptionai OSB shim, 743" maximum as required of double 3" min. of edg top plate or h" min. at chas- 1`; ic mtlueader. io. 'ortalstraps Maintain Y2" edge distance. Attach with 16 nails, A Install at an angle that prevents 0,148" x 2343" (minimum length) DO NOT Install screws ineenter screws from exiting sides of (8) into the header and (8) into the brace. electrical chase from either side. top plates or header Order straps separately for braces over 100" tall. il For allowable Min, see below. Connect header to brace with 63/4" screws (provided), installed from the front and back: 06 with 12" brace (3 front, 3 back) Verify brace is plumb. •8 with 18" brace (4 front, 4 back) ® •12 with 24" brace (6 front, 6 back) Use metal shims at See SB16 for screw spacing base if required. information. An installation template is available from D your iLevel representative. r NOTE: I Prior to placing adjacent studs or braces,tighten the hoidown nuts and washers.11,2"min.clear space from the side Is required to access nuts and washers. / Install nut finger-tight plus Ya turn, minimum oldown Slotted nut 2 Threaded rod Washer (.?1j fi _. `j/ Ensure concrete is level and smooth beneath brace. Anchor bolt spacer Grind or fill as necessary. (remains in concreteIII DO NOT damage the spacer when grinding. - oundation system design is the responsibility of the design professional of record Portal AllowableTrim •Trim height from the top of the brace only. Do not trim the sides or bottom. •Braces may be trimmed down to a minimum height of 74 - 1/7" DT DESIGN LLC DEAN & LESA TABERT RESIDENCE 13395 SW 107TH AVE, TIGARD OREGON 97223 asWeyerhaeuser, iLevel, Microllam, Parallam, Silent Floor, TimberSirand, TJI, and Trus Joist are registered SCALE JOB No DWG No. REV trademarks of Weyerhaeuser NR.® 2010 Weyerhaeuser NR Company. All rights reserved. Printed in the USA. A Weyerhaeuser, iLevel, Microllam, Parallam, Silent Floor, TimberStrand, TJI, and Trus Joist are registered , August 2010 Reorder TJ-8615 alk trademarks of Weyerhaeuser NR. ® 2010 Weyerhaeuser NR Company. All rights reserved. Printed in the USA. August 2010 Reorder TJ 8615 N.T.S. DT2012 DT2012-06 P2