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Plans 0 mSl aD?o -- 0o // 9 .7 Z OFFICE COPY M© Cityof Tigard Erosion Control ❑ To Schedule Inspections: PROVIDE ] FOUNDATION OFFICE COPY Call (503) 639-4175 RECEIVED VENT WITHIN 3 FEET OF EACH Initial inspection: Prior to footing inspection ZQZQ D CORNER OF THE BUILDING Final inspection: CO Prior to final building inspection CITY OF TIGARD U) BUILDING DIVISION Q z Master 1III — Remove closet off bath, extend Master Bath north Bed Q Relocate Kitchen from Dining 1 Eli i Remove coat closet, replace with half bath I— _ _ _ J Add new closet to Master Bed O C Vaulted ceilings follow rooflines in main segment of house C --- W Imo. 1 _I� I ❑ It I ''' I 'I I ,, Oy fin , � L Dining Living Notes on work to existing structure: Room Room 1)Existing 2x4 rafters, 24"o.c. layout, 14'span, shall be sistered with 2x12x14' rafters, using min 10d framing nails, 6" min spacing, L staggered Update foundation per detail for exterior Ref walls d -` 2)2x12 rafters to attach to 2x8 ladger at peak, using Simpson LUS26 Replace floor and wall framing per framing I J L I _J joist hangers. The shorter ledger will insure a min 1"air gap for detail \i J venting at ridge. Attach to existing ridge wall framing with Simpson -- I SDS25300-R25 Screws, 2 per stud. Keep existing ceiling joists, infill with new a ''---1second floor joists per detail \IN L l� WI Bed 1 3)2x12 rafters shall land on the existing exterior north wall at low point \ I 7 of vault with similar birds mouth cut as existing framing, shall be N Replace windows and doors per framing detail— attached with Simpson H2 5AZ, or equivalent ti and window schedule �� i Bed 2 4)2x12 vaulted ceiling section shall be insulated with a nim of R-30 O Bed 3 y fiberglass batts. 1"of clear venting shall be provided at both eave and Lridge of ceiling system. -o � r\ 1 `m cn 5)Any necessary window replacements will meet minimum energy codes. ~ a Q a OCurrent Floor Plan ( � �� Ce7Yln bn � 0 1�� a 1/8 - 1-0 v),` k- bow' ITY OF TIGARD w Approved by Planning Da te: (t 4 ( . LO T Initials: 0 rn o � • I • i N I I 3 I 4 I p a I ; I I ; d_ I L I 4 _ n. p SITE PLAN 14135 SW 103rd Ave, Tigard, OR 97224 1/16" = V-0" 2/22/2020 10:33:18 PM - C o 2 C6 u 103 /\ CL °O gi© 0 O r 0 II C 01 Master Oil I \ Remove closet off bath, extend Master Bath north Relocate Kitchen from Dining Bed O et,l Remove coat closet, replace with half bath i 0 I — ——I j ___----- Add new closet to Master Bed _ Vaulted ceilings follow rooflines in main segment of house D3D2 o ' IEitI. o AH .min. ivin. 103 "oom Room Second floor added once existing roof structure is y I r 1 Add Stairs per Framing Details % removed ,_Z• _„,.._,---- I- —i r = = Ref _ ������� �� —— — — , ; o o o w_o. IN !maw „._.. ii 0 3 V / ' r - �� Bed 1 �3 III �� LO III � h • ,, Bed 3 103 =/ rJ 21 = I 103 II _ ill l 176' r Y-0 Bed 2 � cl °•_r / DO a IJBed4______ r. FrilliWillIMII 17-Di• / , 1'-5' 57-1 Q) Ct O L J L cu OFirst Floor Plan tkr p„ of-.\--•� O Second Floor Plan 118"= 1'-0" r91)1Y - J 1/8" = 1'-0" N sitiL co o a co ( ) M LO O M o 1— (NI O N N N (1) O 0 II Z 00 0 / 7[I'-0�' / / IY-0' Z 0 I I I I I I I I I I I I I I I I I I I 1 I '. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I 1 I I I I I I I I I I I _ 1 1 1 1 1 1 1 1 1 1 1 1 , 1 1 I 1 1 1 1 I 1 \ I I I 1 I I L I I I I I l I I I A I- I I— W I 1 I I I I I I I I I I I I I I I I _-- w UJ III I I I I II '4" im OREAR ELEVATI❑N (NORTH) O DRIVEWAY ELEVATI❑N (SOUTH) 1/8"= 1'-0" 1/8"= 1'-0" — 1 1 I I I I I I I I I I -"•-•••..!. 1 1 I I 1 I 1 I I I I I I I 4 -"'"•.., 1 1 1 1 1 1 1 1 1 1 b `11 I 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 I 11 1 1 1 1 �` I I I I I I I I I f I f I I I I I I I I I I I I I I I I II I I 1 I I I I I 1 I I I I I 1 I 1 N H O al A , O SIDE ELEVATI❑N (WEST) OFRONT ELEVATI❑N (EAST)1/8"= 1'-0., 1/8" = 1' 0" <i o 2 a Cr) c!i 10 O M O N O a N CC.) cn W a) E E X C O Vaulted ceiling provides access to Attic 0 a F I F Kitchen Dinil g Room ng '•om ®. wriI -T I O1/103 EW Section North View Approx 1/8"= 1'-0" • / Vault ceiling above Kitchen/Dining/Living / Add closet to Master Bed Bedroom 3 J CV N co Accessible attic Bed 4 Bathroom Bed 3 fY - ri V -o m rn Be: 1 D ping to KitcFen 11 Master Bed P . -r 1 > I Bed 1 Mud Room Bathroom Bed 2 Q L__ I 1 12 M 0 M a m - O 2/103 NS Section West View O 2/103 NS Section West View `co ' Approx 1/8"= 1'-0" Approx 1/8"= 1'-0" M o 0 1- (Ni O 1- N N N N --- (2)2X10 OF BM IMP CS16X5'6', ATTACH OVER ROOF SHTHG TO `^ o �� 1 � �f�n �� x6 DF POST V/SIMP AL j' CONT OVER WALL DBL TOP PLATE (AT LEFT) +2X FLAT BLCK'6 (AT RIGHT) (.9 Il I/" i,1V�2.� C ii ", / N ,/.... .......,.. 1 MSTC/\ z o0 i; '-6" 4'-0" - ;'O� 1 MSTC - MSTC a m U s, 28 .-- 28 A/ LL . U j.a 16 pF RAFTERS (BM11 „ OCRO = J N / \ 2X12 ..-- MSTC N No structural changes to this n 4X6 OF HDR-TYP 3 28 L.L Section Of Structure ; U.N.O.(BM2) MSTC 28 . MSTC \I I - i V . 'VIVA,,,,,,,,,,,,,,,,,A AAA AAA 'AAA ��= \ 28 U b +y_al• A- D Ct x6 DF POST W/SIMP AC 2x6 NOM @ 16"OC EXTERIOR WALL STUDS <" ROOF FRAMING PLAN ] 1/8 - 1 -0" * , 4- Prop C )2._ U Ct-r L`r'v Lion c\za.ra.•-ce_ o F ( i/ R sae.3 - * POb( o� Asa- i u�47 k (N\�� , I I oC ?_'gyp 0---, .y,L- ci-e-C-A<__ ,4--0-r-p roo--c cp . _, F______ 10 FLOOR JOISTS"x15"x10"OP NOTES: 2x6 NOM @ 1B"OC(BM ) length on +ABu BASE 1. SUPPORT ALL (N) BEAMS + HDRS W/ DBL 2X DF POST WI 4"x6"(BM ."4 DFaPOST WI SIMP pIJLCE EW 4X (MIN) U.N.O. WI 3 joists and roof structure -----IX-- - -- -- --X---- -X -- - Maintain existing I ceiling l .� �'10 HDu z #4x30"Dowel,Align HD SIMP CS16XB'-0', ATTACH p iz CONC 4"SET-XPed,rSIMPf _� Fr , 10 — 1 HDU 5 \ HDR(BM8) STRAP ' TO OVER FLOOR OBLOCK THII"""4X8 DF HDR"""' /`' r t Y Y N F1 I I n \4+ ) I I O SIMPHU-TYP 1 U ti HD 4 `; O CS) I P 2 2X10 DF BM w 4X6 POST BTWN LVL BM+HDR ( I m ATTACH LVL TO POST W/SIMP 0 I — I x BELO• W ATTACH ZPOST NOM @" CD T= == ___ _ __ ____�'`___ ____ __- BELOWW/AC 16" OC 4) X.W 14 C 16):".: CCEILING JOISTS(BM5) I (II)15•IMOVP CPC 10}FLOOR JOIS 15"x15,x10"OP II p iZ rnr/(�oo1TM yc6 NOMCd116"OC(rn BM oflen9ff onCILCE*ABu ggSE rat CIL i'„ a 7/ I \momEW14�Y.4 OF POST WISIMPA // L.,'' cr h mHD \ L———� - HDU 5 �_ v3-1/2 X9 GL HDR(BM O 4 HDU 2 -�r. #4x30"Dowel,Align W/(N)horiz reinf,4" O 4X8 DF HDR TYP CO a <,y A Embed,SIMP SET-XP HD �/ U.N.O.(BM9) • co 4X4 OF POST(MIN) (I) ' 2x6 NOM @ 16"OC EXTERIOR WALL STUDS W/SIMPLCE 2x6 NOM @ 16" OC EXTERIOR WALL STUDS o CO o OFIRST FLOOR FRAMING PLAN O SECOND FLOOR FRAMING PLAN N- NN 1/8"= 1'-O" 1/8"= 1,_0" N N N N T O 0 w •_ m CO m h FFi PF 0 i-'`f11,-1,-� Q,� \ a, e-EDGE+-k' 71..-TYP 41 Stint G---- ---.1 frt.'? A3S PreStJesJFl44 iC�4, P'QGE r lArt. S;Lt. P,'rPPEG F'ir+�SH YD=tirszvE I �Ir.� 1�TtIi [rrFAEOFWEIZ :a i,,...___.... 1Pillipimi - ' 2x Ft/LL HT t3 ic.r v 2,4"4/4 1-t • L Z,� FULL �t T I?' r 1`: J 7y" ot�c-, Lit / Ib d TOF-mart. Fg $c04, ear- T Z x LFisiaF /C2) Srr�P 6A NNVK crop- �a4, ) L S.t+`1P St�sas�oo �3to"vl�, //,.. 2x 4, 6 Ira" de ``._6"6oNL STEM waLL ley/ao,,.1r St en' i-VS o 9. *4 6) lrl'"dc 4- ifil VriEM r s/Sri I -z I~ I rt..! s r EM J' &.t_ Gt.g. STer d- eFTNF 1-Ft? pile ! fva7'F.: SSr" P'FZ ro S TEN WALL AT £x-fl - v %' N F1 CL 40 -6 03 1_ c Q -a o a co 0 M c', In O co 0 r N O N N N N i O a 0 CV c N EDGE Not,,,, ot C s r' S/'/Tf1�, f 0 fc' E 26E NHl'L Rcx)F SN T f)a. je„..sf-r1(• Ass- Fife'' $/ 1441a. tem04_ i oT\L_''' ,., , " ,,c " e ‘-------' 4— 47-14i j-- /),, Pr L V 21 1 , a srriv A 3s PER'fH 14AcL- , -I ND r---- EDGE N,�r� ` S.rrI WS le EI; ;E r2��r� Srr-i1� 11 ,sA :::_,„:„ Z�lo Wok o `'-- f rf'77:' Tram/4 314 ATra TD Air- 7".r44F.i Z___.----- Prr1, rce !'GAre N N I r cn 0 0 . ........_ . -_.. ...____ as iZ Cli • ML J C o a C) M lfs o Co G <- N � N <- O I N N N T • O ii Q ADD (2.) Sri 5DS25 'nr-., —Zxlo 0 lalo/L T1 P To CE) 6Et.)6E_!2' F1'r FA 1 11�-- Cn>> sru (I(o" ck') 1' LA5E PLATE- 4- ATTACH� : _ ��p - (--(E) '`1r4 co Lie"ofL TDgft'7Rtr� lb) Trr'NRst,^",.,`.„ 1 / FEE' �t'A`R WA LL Li-IDL. 4E) poor-- r' `,yI ) sr elf, A3c Prg ,,. 1 7—F'Los $HT � —�,� _� ic, "aj4 5111714/44t- SCH0L i rI � �' ' � �SASE ��t�AsF-t fl-t-r/�ff�h�E-�r EDGE tJArL I y 7_1_ / �; tic SN' I$ t �'E 3=1'� ��� c �, 5r Ass pE12' St/el.-AU, Sala I/ e f it �1� 7 � �Zoo ii LVL 3lq\ rE t .riN SrirNG� er, _r''�� -Tyr) _L" r 2,r LEDGER L- /Z) Or t44tG, 17°T�t S DEf — 5X'MP 5DS25-340 !0 Rp''AI 1 ......zx GESt,. oC, S.ST+ 11-22' MAX Nor4N 5'iP L.:J. J(0) TDf-/V4rL. N N N— a) 0 ® --- _______ ct (6 Qs I— N Q co12 o a T v/ C7 co 0 cp O � N N P N i 4- 0 N 1 f0 1 co 1 �^J\ C] W CD R,S E. TAG-/{Te 4- A r FA4ii'r-PEAJ �€��t a rel.P r I'S FE1Z H-1td4I.J. .<c.tt %L oR .....f :.'illwerow,iramermimmorii.m.ww., • , 4 I s` -s fir- c r_rat ili / is 1..V.1-ialk (____, _........„, A -� Hr , 6 - .--' - rci fit r 1.34-44 ail ''% v N N N- a) w 0 0 ai co o m o co 0 N g r N N N N t , ^o WC .2 N M 0 INSULATION/ROOF VENTING SCHEDULE 10 N .E HEATING: GAS BOILER WITH UNDERFLOOR HYDRONIC o a'`6 U WALL MOUNTED ELECTRIC PER ROOM AS BACKUP u INSULATION: R-21 IN WALLS -0 R-30 IN VAULTED CEILINGS C R-25 UNDERFLOOR (CRAWLSPACE) (13 R-49 UNDER DECK/FLAT ROOF SHEARWALL SCHEDULE FOR SEISMIC DESIGN CATEGORY D ALLOWABLE FASTENER SPACING CONN.OF CU ROOF VENTING: CONTINUOUS 1" UNDER EAVES MARK SEISMIC SHEAR WALL SHEATHING CAPACITY FASTENERS AT PANEL AT INTERMED. EDGES SUPPORTS BLOCKING TO SILL FASTENING TOP PLATES FAANCHORSN N 0 O 260 PLF 15/32'PLYWOOD ed COMMON NAILS 6" LTP4 9 30"0/C 5/8"0 AEI. �\ -14 GA.x 2"STAPLES S' 12" OR 16d NAILS 9 6"0/C 9 45"O/C-B"EMBED W IS GA X L15"STAPLES 5' 435 9 20"O/C I O 360 PLF I5/32"PLYWOOD Ed COMMON NAILS d" 12' LTP4 9 20"0/C 2 X PR.TR PLATE W/ 14 GA.X 2"STAPLES 3 /S' 12' OR 16d NAILS 9 5"O/C 5/6"6 49.940.O/C OR /�\ IS GA X LTS"STAPLES ASS 9 14"0/C 3/4"0 A B-9 48"O/C W SEE NOTE 43 L /���/ 2 X PR.TR PLATE W/ W O 490 PLF 15/32"PLYWOOD Ed COMMON NAILS 3" 12" LTP4 S 16"o/G 5/8"A A.B.9 32"O/C OR 14 GA.k 2'STAPLES 3" 8" OR 16d NAILS 9 5"0/C 3/4"O AB.'a1 40"0/C 161 CDIS GA.x LE"STAPLES 2" B" A35 9 II"O/C OR SEE NOTE 43 3 X PRTR PLATE W/ ct S/8"d A.B,9 46"0/C OR 3/4'A A.B.9 46"0/C SHEARWALL SCHEDULE NOTE& I. SHEATHING PANELS INSTALLED EITHER HORIZONTALLY OR VERTICALLY. ALL ASUNBLOCKED.CK9ERWSODAREFORRHRTULINOTED WITH 2' ORSO SHORT-TERM 3/4 INCH FLOOR SHEATHING SCHEDULE 2. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING FLOOR SHEATHING TO BE 3/4 INCH COX PLYWOOD OR EQUIVALENT IS LESS THAN 6 INCHES ON CENTER ON EITHER SIDE,PANEL JOINTS SHALL BE ORIENTED STRAND BOARD SHEATHING INSTALLED WITH FACE GRAIN OFFSET TO FALL ON DIH-ERtNT FRAMING MEMBERS OR FRAMING SHALL BE PERPENDICULAR TO SUPPORTS AND WITH END OF PANELS STAGGERED. • 3 INCH NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. MINIMUM PANEL INDEX 4624. NAIL W/IOd COMMON NAILS AT 6" 3. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3"NOMINAL OR WIDER AND 0/C AT PANEL EDGES AND AT 10"0/C AT INTERIOR SUPPORTS. FASTENERS SHALL BE STAGGERED WHERE 10d NAILS ARE SPACED AT 3 INCHES PROVIDE T 4 G EDGES AT LONG SIDES OF PANELS. OR LESS OR WHERE OTHER NAILS/STAPLES ARE SPACED AT LESS THAN 3 INCHES ON CENTER. 4. PANEL EDGE NAILING APPLIES TO ALL PANEL EDGES AND TO TOP AND 1/2 INCH PLYWOOD DIAPHRAGM BOTTOM 9UF-CRTS. r PLYWOOD TO BE 1/2'CDX WITH MINIMUM PANEL INDEX OF 32/I6_ STAIR DETAIL 5. FOUNDATION ANCHOR BOLTS NOTED ARE SIZED USING 2 INCH NOMINAL PI. LAY PANELS WI H FACE GRAIN PERPENDICULAR TO SUPPORTS AND WITH DOUGLAS FIR SILLS WITHOUT NOTCHING OR COUNTERSINKING OF BOLTS. ENDS OF PANELS STAGGERED NAIL WITH IOd COMMON OR.146 P- PROVIDE 3x3x1/4 PLATE WASHER UNDER HEAD OF NUTS FOR BOLTS NOTED- NAILS OR 13 GAUGE X 1 3/4 INCH STAPLES AT 4 INCHES AT ALL 6. 0.131"DIAMETER x 2"p-NAILS MAY SUBSTITUTE FOR SO COMMON NAILS AND DIAPHRAGM BOUNDARIES 4 BLOCKINGS 4 AT 6 INCHES ON CENTER AT 0148"DIAMETER x 235"P-NAILS MAY SUBSTITUTE FOR IOd COMMON NAILS. CENTERELS SUPPORTED TED ENDS,SUPBEAPOSRTS. ANp GIRDERS 4 AT 10 INCNE9 ON CENTER AT INtERntDIATE SUPPORTS. T. AT(E1 FDN USE SIMPSON TITEN HD ANCHOR BOLTS OR URFP. LOW AND HIGH POINTS OF CEILING \ HOLDOWN SCHEDULE - STUD WALL TO FOUNDATION -txANCHOR APPROVED EMBEDMENT \ HOLD DOWN MINIMUM MARK DESCRIPTION CAPACITY BOLT ANCHOR BOLT MINIMUM POST / 7-6' / DIAMETER OPTIONS FOR BOLT N \ I. m CHDU2) 3015 LBS S/8"d' SIMP 95TB 24 9 lNl FDN 21" '3" 'SIMPSON'HOD F'�-DEFLECTED HOEDOWN ATTACHED N- '� 1/4 1� TO DOUBLE STUD POST W/l6YSD51/4"X 2 1/2"SCREWS SIMP SET-XPTWO 2 X 4 MIN. 9(E1 FDN 10' STUDS f3'9 \` SPECIAL IN INSPCTN REO'D N \, (TIME) POST MPSON'14�9D51PEE-DEFLE PRE-DEFLECTED HOWLDOWN ATTACHED TO 5645 LBS 5/B"4' SIMP SB5/5x24 IS" TSW�Q�(34 MIN' LOL IT Y • N N. \ 10 1111 Illiii,:r1 HOLD DOWN SCHEDULE NOTES: cts CD i ' I3. INSTALL MU SERIES HOLDOUTS WITH I/4"GAP FROM BOTTOM r 1—UPCONCRETE OR IN CM CELLS BE NOTED. 2500 PSI OF HOLDOWN TO TOP OF PRESERVATIVE TREATED PLATE OR \ \ PROVIDE ASPHALT PAPER BARRIER TO RESIST CORROSION. a.)C-6` / 6-5 / 2. "J'ANCHOR BOLTS ARE NOT APPROVED FOR USE WITH HOLDOIIAIS_ / / IV-If COMPLY WITH SPECIAL INSPECTION REQUIREMENTS OF CODE FOR 4_ CAPACITY OF HOEDOWN BASED ON DOUG FIR OR SOUTHERN PINE / / INSTALLATION OF ALL ANCHOR BOLTS, POSTS. FOR OTHER SPECIES OR P.T.MATERIALS,CAPACITY IS LESS a BIRDS EYE VIEW OF STAIRS HOLDOWN SCHEDULE - UPPER FLOOR TO LOWER FLOOR co M STRAIGHTENED TO SHOW TREAD TO HOLD DOWN FASTENERS MNIMUM O d CEILING/FLOOR ELEVATION. MARK DESCRIPTION CAPACITY ITOTALI POST co ( • 'SIMPSON'MSTC2S STRAP TIE ATTACHED ACROSS A 16"OR LEGS RIM DEPTH.PROVIDE DOUBLE STUDS ^ M M 1540 LBS (161-Ibd SINKERS STUDS(3'7 STC26 OR 4x POST AT BOTH ABOVE AND BELOW FLOOR FRAMING AT STRAP LOCATIONS.ATTACH TO STUDS W/ TWOIX NUM. VJ 0 (81 16d SINKERS ABOVE AND BELOW RIM(16 TOTAL NAILS) ABOVE AND BELOW � ,- Co O N 'Cr 0 L 1 N N N