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Plans (4) r 20-ooaos RECEIVED OFFICE COPY 'adilNOV 0 3 2020 Stra' ne CITY OF TIGARD PROJECT DESCRIPTION, Bf PLDINin rnl!510N Build a 138sq-Ft addition to the south-east corner o-F the building creating a master walk-in closet. Bump out south-west corner o-2 the house adding 20sq-Ft. Kecon-Pigure the existing deck stairs to DZ accommodate the addition. j LIABILITY The City of Tigard and its 0 PROPERTY DESCRIPTION- employees shall not be JURISDICTION- CITY OF TIGARD responsible for discrepancies PARCEL ID. 25103BB08400 which may appear herein. ti K. NO'• K472937 / PROVIDE I FOUNDATION / /, NEIGHBORHOOD CODE. WDML VENT WITHIN 3 FEET OF EACH ZONE K-4.5 CORNER OF THE BUILDING 200IG -�� _ ' �� NEIGHBORHOOD: CPO 4B BULL MTN VAL - f;". � ELEVATION APKX. 204FT IDITY OF PERMIT - THE ISSUANCE OF A PERMIT — — YK BUILT- 197io $ABED ON CONSTRUCTION _ == AREA. .49 AC DOCUMENTS AND OTHER " DATA SHALL NOT PREVENT I �' EXISTING BUILDING COVERAGE. 1585sq-Pt THE CODE OFFICIAL FROM N /(� _ NEW BUILDING COVERAGE. 1743s Ft :.__. •�' „/ r'r� �{ REQUIRING THE CORRECTION `w =� a OF ERRORS.ORSC 105A L o '; � ,- -,- TOTAL NEW SOFT- ISO t - _c-- ... _gig: ly.a ' s N� dJ7 y:. , , 7. ' _ r CITYOFTICARD1 = = ANOK, i • ,,,, , _ 1 // /i A / #. Jcoô :���.y, :. ' /,� O(o 08 FRAMING- PLANS Address: 7Ni�'�� (ZZ /A.;.�/��Jw- v t " J 09 10 - SECTION SI/S2 Suite#: _J T �� 3 II12 ELEVATIONS By: Date: lI fI I 9 Zap 13-14 - DETAILS o N � = ir I 5 UGT OTES o V v I c ; 2011 ORSC Additional Energy Measures selections: Appi OV20 p1 ns iiso m 7g TIELikKE MOUSE UPGRADED FEATURES '2' shall be on J site. J v 12415 SW 122nd AVE -EXT WALLS: U-0.051 I R-23 INTERMEDIATE FRAMING oi2 . c -FRAMED FLOORS: U-0.02bR-38 T1OAKD, OK -WINDOWS- UO.23(avg. UA) A GEOTEC NICAL REPORT IS - -QUIRED CONS ON MEA - - : i. BEFORE TF E OTING DATE` �1, SPECTION IS = PPROVED 3/2020 'D'- HI& Ci�AIGATER HEATER , • 'ATURAL GA5 WATER TEA : W/UEF 0,85 d SHEET. - �i wN ``—C—r1 , _WS Fr 4 oos� 00 Iv el- `. �� I L� �5 6T 1* \ �G \ w G w �./'' DKNEW/�Y \ \ \r \ 'L \ \ Dk� v0i h- O8' ESL ```8n Z/0ro.. G1 \ r \ -- \ r--- PgIC (-D 7 ./ 10 =r o 8 NOTE SCHEDULE d ti —r • — — — I EXIST. DECK o. �p I I ( ��°` �y O DEMO (E) DECK STARS AND x 7 BUILD (M CLOSET ADDITION I I I I sj M . BEDROOM CORNER. BUMPOUT 4 (E)HOUSE x . v-/ 0 (N) DECK STARS AND LANDM• _ �, I a o 7E/I �- I FDErFND \---- x x BOUIVDKY • - \ ; SETBACK — — — — 0 WATEROOFR LINE V/ T CAS LNE — 6 1... M SEWER. LNE S tZ Is •``' • CONTROL X o WADDLE ill ° `` ELEC. SEK. — E/L //7_ „ No-he CONTOUR LINES AKE "~ • sji MARKED IN 2-Pt INCKEMENTS " r N ED SITE PLAN DATE` Io/I5/2020 SCALE= r.zo-o. SiF-E0 20 40T. a SCALE IN FEET - 50-2u - // it 2-4" ► - 13'-I 1/4"—•'- 22'-lu 12'-8 1/2" --- 2'-3 1/4" are 14 ne / \ / DECK o 1L J - t .` -v t�s u f `` ` -I YY ,_ m n I 200I�O 4 ' Existing Wall d• MASTER BDRM IIPEN . N\,\\A New Wall `°°�°°` _ LIVING ROOM _ S. %� X X N J a�N. Demo Wall — I � o�N 71:1 �-� m !es. I II (E) Concrete Wall m I I CLOSET I H,4,,S `mil" Q L , _ m N F o — — a (1) ..._. —_ 't.. i— _ I -- rt� N -- N ENTRY `" NOTE SCHEDULE ,,200 ■ O DEMO (E) STAIRS , . —1P— D KITCHEN DININ& z CDEMO WftLL . _TF: -. 1 z CT LANDING 1 \ I I - — , —AL—1I R - , I I "\ //—1 t 1 A. •� JJ 211 DECK N P e�{ IS O " _ " . .G'-8 I/4"__ u " " 8'-7 1/4 II li'-N 1/2 - 5'-9 - 10'-3 3/4 -- -j - 50'-2 3/4" . fl II wN DATE: 10/15/2020 EXST. 1ST FLK PLAN SHEET: VS" = 1'-0" 02 IExisting Wall Stra---t e— • \\\\\\\\I New Wall Demo Wall eiL ' _ (E) ConcreteWall m _I _J L az 1 inc I < 3 II II o F UU� IUI41 GO'-2 3/4" - 2001Co " G" cV N 12'-Z V4" ► IZ'-10 I/4" -I- 22'-I" -I- ►Z' I 1/4" 1 it A l 1 __I I n^- n —_:L J L- 1-I• I .:In - -1 4.3tn VC\ N m ` ' 5TORA6E BEPZOOM BEDROOM iN I t \ L - - - - -J �� LIVINCa ._ _. -�, CLOSET U z !;-- �•LCLS ET z 1- i: ---___J -- - ) ,., i. _ >. ,_ I 4- I ORAEr o - s UTII Ir/ HM illy �,® -1 i L��NPRY �' - — — — — r- N • I .� I 2X4 GUARD RAIL L 2X8 DECK JOISTS i ON ;-- L__ t 1 I� C9 2X( WALL FRAME III 1.1 I2'-2 I/2" I3'-5 I/4" -1'- 2r-5 V4" ►-, 12'-I 3/4' - in III CO'-2 3/4" - 7" CONCRETE WALL j I1-11°3- Ts' EXST. LOWER FLR PLAN DATE 10/15/2020 /S" = 1' O" SHEET EXISTING WALL DETAIL 03 J NOTE SCHEDULE -\ 7 ne HJ7PEMwALLs' N N • 4 i� (N) 2'04'0 SKYLI&HTS / oN 3) R.MOVE (E) " WINDOW 50' 0 7/8 - z 2 22' 3 /4' -- • - 13'-0 I/4" I" • I2' 3/3/6 // � N�W DECK ST�tlKS — � F - r- \ aian ernn aFarn (E)30Co N � 8 Y — nfl (E)5468 (E)5IKo7Fx (E)51K,8 (E)SOSOLS j 1 ZOOID Existing Wall C� I �" � 11 � \ .�,. \\\ New Wall T ; rn N1 El L co 1 MNG ROOM ] -_ Demo Wall '� L - 1 r- t- w ,t -' '\ 1- ij (E) ConcreteWall z 0 ,`- 3' 3'' woi , ..�- P J. N '�N i 502) ��� CD1 o s — m W03 71 �� � � —‘:' - -- --- re- -—10-11 ___ jia i I / II _ D04 s - 2 i . ll1 ) c 1- - ---1 r f L 1 T-J 1(N)20(o8 ( -- 4 KRG D03 Q \ /r1. 730 3r (EH934FX (E)(o0r�(7F7C / yin E)4050�5 ' (E)2034lx _ L^1 \ 6 N z tt-- pEcK i I „ � 35 • t. DOOR SCHEDULE o'ti NUMBER SIZE COMMENTS ; DOI 2GG8 L IN 2 PANEL SHAKER a- D02 20G8 K. BIFOLD r- 8'-G 3/4" II'-11 5/8" ,5' 8 7/8",_10'-3 3/4"—r 6 D03 22G8 K. 2 PANEL SHAKER 7'-3 I/8" C'-3 5/8" 4 ' D04 40(08 L/K 2 PANEL SHAKER_ 10'-I 3/8" (N)ADDITION WINDOW SCHEDULE DATE NEW 1ST FLOOR PLAN NUMBER K/O TEMPERED U-FACTOR SHGC DESCRIPTION 10/19/2020 WOI CEO"X3(" NO - 20"AFF 0.28 0.28 FIXED GLASS V8" = I'-0" SHEET. . W02 34 3/4"X94 NO 0.28 0.28 FIXED GLASS Od WO3 48"X72" NO 0.28 0.28 FIXED GLASS -T Existing Wall (-----,t •• Straight line \ \\\\ .' - '... New Wall %M\\ .1 )1 Demo Wall o 1 (E) Concrete Wall IJj —J n -� (Jl tl li (E)DECK BEAM .I I� (E)DECK BEAM --1 . Lll Q� ON � ' ' ' J, J \ . II II(E)DECK BEAM A L P Z ,E)PK110 F • IZ' 5 3/4" or N .• , r • _,...._,t:/Lto� r — \\ (E)SOSOLS (E)5050LS (E)5050L5 (E)5050LS . /_,p ZO i �' \ N N 5TOI�AfiF RFDROOM BEDKOOM I I N w ) 5. I NVJEr • r,"\o‘f3/\=. �6068 M I.. '-� 2018PT LOSFT /� N CA INSET E N NN I I -az�a.. V ZO 4 A--1'.L� (N) CRAWL N `�_ Z� o ts� a, I I ____SI'ftGE . I — BATE I AIJNDRY ,4J I O!lP v �, _ci � - ,mom © 1 j � �' ..I ll NM (1 1 1 Q. I: _ j I I .F= L - — .. - - - -1J 02. Ird N 43 t lT / IZ' Z I/8" 13' 5 I/4" 21' 5 3/8" / -t S / - &O'-2 3/8" / .E 3 p2 J t/) 4)116, ,.. 1'4- ct(3 DATE: 10/15/2020 • NEW LOWER FLOOR PLAN SHEET X' - r-o" 05 StraighEne /// x STA224 STRAP I QO� E) DECK • POST TO POST -, QO LPG4 EA SIDE /( BELOW �-�-� OF POST TO I `�1 WALL Z < (E) BEAM ! i _ 1L 8 � P.T. 2X12 e., IG" — II O O.G. STRINGS W/ -' II LL P.T. 2XG —7 I (E) WALL TO 4 _ SISTEK.ED - \ ii j iI�BE REMOVED 2001G SHEAR WALL SCHEDULE II I; MARK SHEATHING 1,2,3,7 PANEL EDGE SILL6 SILL PLATE 9,1°,11 J ; I NAILING ANCHOR �LPG4 EA. PT, 4X8 y w Z 48"MIN.WIDTH PANEL 1/2"DIAA.B.'sAT 48"O.C. UG48 BEAM TO -1 _1 °'N WSP W/7/16"OSB Sd AT 6"O.C. Zx OR 16d SINKERS I(a O.G. - HANGER WALL (E) FND ONE FACE (U.O.N.) qT 8"O.C.AT WOOD ° -WALL -I, °z 27"MIN,WIDTH PANEL 1/2"DIAA.B.'s AT 48"O.C. (..:13-29) BELOWg N 0CS-WSP W/7/16"OSB 8d AT 4"O.C. 2x OR 16d SINKERS - - F 3 p ONE FACE ____I (U.O.N.) AT 8"O.C.AT WOOD LCE4 EA SIDE OF °� POST TO BEAM GS-WSP GS-WSP U i*X O Np SHEAR WALL NOTES: TYP. — — I may _ v)— 1) SHEAR WALL SHEATHING SHOWN BY DARK LINE ON PLANS P.T. 4X8 2) BLOCK AND NAIL ALL PLYWOOD PANEL EDGES WITH 2x MIN.THICK BLOCKING HUG48 4 R z 3) FOR PLYWOOD. SHEATHING, USE COMMON NAILS,OF THE FOLLOWING SIZES: HANGER ^� 8d: .131"DIA x 2 1/2"MIN. W 4) NAIL HEADS OR STAPLES ARE NOT TO PENETRATE FACE PLY OF SHEATHING. (E)WALL TO BE � 3 ' 5) EXTEND ALL SHEAR WALL SHEATHING TO THE TOP PLATE OF THE FLOOR — Q REMOVE �� FRAMING OR ROOF FRAMING LEVEL ABOVE AND TO END POSTS WITH .,� HOLDOWNS. _ _ _ _ _ _ 6) FASTENER SPACING AT INTERMEDIATE FRAMING MEMBERS SHALL BE 12"O.C. C u K $ m FOR PLYWOOD. 7) EDGE NAIL PLYWOOD TO ALL POSTS WITH HOLDOWNS,TO TOP WALL '� t� PLATE AND SILL PLATE j- N \ v� 8) USE PRESSURE TREATED(P.T.)SILL PLATES WHEN IN CONTACT i y M ----I}---- --- ri WITH CONCRETE rr �_/ 9) SILL ANCHOR BOLTS NOTED TO BE ` EXTEND BOLTS ABOVE . , a _ _, 0 = + 0-2 4 I cl z � CONCRETE 2 1/2"AT 2x PLATES&3 1/2"AT 3x PLATES. 10) USE SIMPSON BP 1/2 SQUARE WASHERS UNDER NUTS. INSTALL SQUARE A6i — 4 v) TO WALL. (USE BP 5/8 AT 5/8"DIA BOLTS) --_A 11) DO NOT RECESS NUTS INTO SILL PLATE. 1112.1.1 DATE. (N) 23/32" CM WSP 10/I5/2020 PLYWOOD GLUE & 7.-`-.1st FLOOR FRAMING PLAN NAIL W/ i0d @. C." O.G. i CO)11 1� SHEET. EDGES ITO.G. FIELD ! OG 1/4" - I'-O° 2' O 3/4" r` IO'-II/4 >I< >. SHEAR WALL SCHEDULE DEEP D STAIR. 5t` g STRINGER PAT:1 2 3 7 PANEL EDGE 8 SILL PLATE 9'10'11 • MARK SHEATHING ' ' ' NAILING a,s,s, SILL ANCHOR '— — —' OS- L — -I J P UNDERPIN W/ 48"MIN.WIDTH PANEL 1/2"DIAA.B.'s AT 48"O.C. (N) 24"X24'XIO" 8 WSP W/7/16"OSB 8d AT 6"O.C. 2x OR 16d SINKERS T IF - — J (U.O.N.) FTG ONE FACEAT B" O.C.AT WOOD y— -i--� I IL Z 27" MIN.WIDTH PANEL 1/2"DIA A.B.'s AT 48"O.C. v L f I I ICILj} CS-WSP W/7/16"OSB 8d AT 4"O.C. 2x OR 16d SINKERS ONE FACE (U.O.N.) AT 8"O.C.AT WOOD ; ° VOL T I 17 OJIL SHEAR WALL NOTES: F 1) SHEAR WALL SHEATHING SHOWN BY DARK LINE ON PLANS Thl 11 F, 2) BLOCK AND NAIL ALL PLYWOOD PANEL EDGES WITH 2x MIN.THICK BLOCKING QO 3) FOR PLYWOOD.SHEATHING, USE COMMON NAILS, OF THE FOLLOWING SIZES: 2OOIK 8d: .131"DIA x 2 1/2"MIN. TI,` I8"x1ENIG" 4) NAIL HEADS OR STAPLES ARE NOT TO PENETRATE FACE PLY OF SHEATHING. iV DEEP FTG. - 5) EXTEND ALL SHEAR WALL SHEATHING TO THE TOP PLATE OF THE FLOOR TYF'. 24" WIDE FRAMING OR ROOF FRAMING LEVEL ABOVE AND TO END POSTS WITH 1. HOLDOWNS. ACESS DOOR-- 6) FASTENER SPACING AT INTERMEDIATE FRAMING MEMBERS SHALL BE 12"O.C. P.T. 4X4 W/ 4X, HDK ` rJ 0 re,FOR PLYWOOD. POST W/ (E) WALL & o•N 7) EDGE NAIL PLYWOOD TO ALL POSTS WITH HOLDOWNS,TO TOP WALL PB44Z POST FOUNDATION PLATE AND SILL PLATE ,g N BASE —, 8) USE PRESSURE TREATED(P.T.)SILL PLATES WHEN IN CONTACT V I L I I I ' J 1 cs WITH CONCRETE 1` rAl9 N /t L J r —I 7 / 9) SILL ANCHOR BOLTS NOTED TO BE EXTEND BOLTS ABOVE 0-2 j �O 1 �a'� �A N CONCRETE 2 1/2"AT 2x PLATES&3 1/2"AT 3x PLATES. - / � � 10) USE SIMPSON BP 1/2 SQUARE WASHERS UNDER NUTS. INSTALL SQUARE '�i -- z z TO WALL. (USE BP 5/8 AT 5/8"DIA BOLTS) ? 11) DO NOT RECESS NUTS INTO SILL PLATE. DOWELL (N) FTG TO EXIST W/ (4) #4 7 x BARS EMBED . 4" IN TIGHT DRY _c . i HOLES (2) IN FTG& _ (2) IN STEM N N M EN) _i_ .4 8 • .. :. i. :' :QV) DATE. ( IriCA ) NEW EXIST. IO/I/2OW FOUNDATION FRAMING PLAN \ / SHEET. I/4" = I'-O" < I2'-2" 07 _,/ \\ r:m (N) 2XS KAFTEK SIMPSON AC-4 EA _ P [-- LSTA 18 STKAP LJZ 1 stra "e SIDE OF POST TO TOP/ cfrLATETO i ,tom, • (N) .5"X9" GLB it r+ sI MIN. I" Alf; SPACE ® — = C — — � Z H2.5a EA KAFTEK .41 HUG410 HANGEK I I __J NOTCH BLOCK N/2" X 20" (I/I50th X I a_ OF VENTED SPACE) I I IL - p DBL 2x8 KAFTEKS I I O 74 EA SIDE OF THE OPEN EAVE (NO SOFFIT) (N)2X8 IG" O.G. — 1 I SKYLIGHTS � p w ,� II t z I I t. VELUX 2040 CM SKYLIGHTS II ., H 200IG 3" RIDGE VENT (AT (N) _ � A ADDITION ONLY) X �� s I I EAVE VENT DETAIL I-3/4"x7-I/4" LVL KIDGE p I 11 o m �Q N.T.S \ �� II o�N 15/32" OSB NAIL W/ 8d@, 8" r- - 4 — 'L — � - - - � — � � / ,c=10 O.G. EDGES AND 12 O.G. IN \� 111 11 P a THE FIELD. \ \ I I1 I u E/ t \� - - 7I NNE \ I 2 _ z c•I cz J I2'II NEW2x8 I ts1N 11 KAFTEKS G IV; I CUT BACK (E) qi Y I I O.G. OVERHANG CONNECT (N) °L I I SHEATHING TO (E) TOP t o I I 4 u.) III OF WALL FKAMING I-3/4"x7-I/4" LVL I III I I I I ° I) f: OUTRIGGEK I II II 11 % I L _ - � - AIL = LL= E- - mow ILU 'to z _F ' U iv I l Q " DATE 1 11/2/2020 NEW KOOF PLAN �3'-4 3/4" I0'-3 I/4" I SHEET. SCALE. V4'=I'-0' OS NEW - 1 - EXIST. .. S[rai ne 1 I I 1 1 1 1 [ 1 1 I 1 I I 1 I 1 1 1 1 1 1 1 I 1 I I I 1 1 1 1 1 1 ' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 L 1 1 1 1 1 1 l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l 1 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 1 I 1 I 1 I 1 1 I 1 I 1 I 11 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1_ 1 A, 1 1 1 1 1 1 1 1 1 1 l 1 1 1 1 1 1 1 1 1 1 1 1 f 1 1 1 > MATCH EXIST. GEDAK 1111• 1111111111111111111111 ] 111111111111111111111111I_11 SHINGLES 1 1 1 1 1 I 1 I 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 I 1 I 1 I 1 I 1 1 1 1 1 I I 1 I 1 I 1 I 1 I I 1 1 1 r 1 1 W 1 1 1 1 1 1 1 1 , j 1 1 1 I 1 J II . l I , 1 I I I ) I 1 I 1 > . ilhl 111111till �t � � Z K-38 F/G INSUL. IWOI v F re- .2 . \ i '--- (N)CLOSETD \ = 2001� K-23 WALL INSUL. �DOI�=_I/2 GYP. PIP.2XG WALLS G IG" O.G. _ I • BUILDING WKAP - •• •• — p0 m .zN GEDAK SIDING —ems _- .. v s- S ., z-2 i!1.1 11�1 � �1llf ���It.1 111 �1 I �r. 0 11- f 1. 1� i �o K-38 F/G INSUL. f I = I kr'g gli (N)CKAWL F. SPACE 1 I \,- c , I I� rl ti = os T 24"x2O" CKAWL ACCESS as 1 g 14 t 1 23 J 1n SECTION 0 " = I' O" 4 0 I/4 DATE: 10/15/2020 SFEET: 09 Strai9ht Line (N) SKYLIGHTs `i'i/,ily/ii/i/4!// 1 12 3 12 clb W (N)PO{ZGH COVER. // ! w l (E) 34"X155 (N) LNINCa SPACE ///, tN/) ,---- - 'i E.10 ., 1 le ,....; W02 I I 1 r�l 1 17 1 I =`_ 200IG (N) (2) 2068 I E POCKET I( ' 1 3Co'X92' D04 ) lily!!•! d r . 1111,15=111111111.1slums -- /(E)D/EU: \\ \\/ /°= -' t \ o n ui I 1i7 ,i� f TITIV I 1 ➢lT� (.. / . 1 7r1 III , F 3 s / :.,_--- =/ / _ NX.REtWL SPACE _ / PPP' 6 i*! 5.4 F / / ESTORAGE =-:. /I '' , //, _ „=.., . . Al /,.- . f J, x a , - i 1 1 [ 1 I f O52 SECTION VIEW .icN 1 I/4" = I'-O" .� J {A UI DATE IO/I5/2020 s T: 10 d: 'dd;• iJT y}.'• 'i:n`,.-in:':— :•.- ' L •' •,Dili -' :: '4:.•,', r, 4, VIE n ' \ ice' .j', • 1, i�ti' •'-' •�. j, :,, • ,, • TOP O`~ PLATE '�i;T;-' '''`' r '5 :+i ';�•'�'� 'di 'i'J;J� '�;'1;, fi i,•' J� z AAA i 11 111 In/ j \ j, v' W �� j�j%%� + \ (EMS .Z J J�/ I"' TOP OF suBFLooR I/////i /I f%//////.{ //�//A1 L///// / `� 'O" W 0#07//41=7 /1 I O .ice,, N am l 1 i I2'-2' (N) ADDITION ® EAST WALL ELEV. SCALE 1/8"=l'-O" 0,4 6 I 12 It el (E)31O155 V Stair Notes: lit _/mil • Stair head i " ' - � . _ . ' • height clearance must be less than G'8 — -�-I - --- y Stair cleat on concrete will be I �"= /PT lumber Fastened w/ I/4"x4" Simpson '�� - ' -v �� / � II a strong-tie concrete screws. �� p / oz All staur treaddepths are 12" (min. 9") wh I" overhang 0 .ii* r '� S All star- rises will not be higher than 8 including tread. t 1 -All stairway widths min 3� �d % / e' 3 i -All stair- landing to be min. 3C x3G . ii.-s . MI �!! -Hand rail grip sizes to be between I-I/4"-2" 12'-93/g (N)AL i;ONo -A 4' sphere mus- not •Fit through railings. -A C shpere must not -Fr- through where the +read meets the railing. ED SOUTH WALL ELEV. DATE. SCALE-. I/8"=1'-O" 1o/I5/2.o20 SHEET: 0 StraiAe S. (N)SKYLIGHTS I- EXIST.�—f—ANEW EXTEND GOOF OVER. W w I��I ICI l l I�I ISl l lal{ItI Iylahi ! ,` r , ti' 'r' �' '' ' 4 ' ',', 'a`' ''' THE DECK TO MAKE ui ', :a; '; �, (N) PATIO COVER. f�' i`;; ; __MATCH EXIST. GED/�K 0 .a ' .+ :+, , � ,4: ' : ';��'L' ;' � : ' SHINGLE ROOFING ,tit , �� H 1 1 ./ %//I' —MATCH EXIST. SIDING F, I / ce7s�e . 7,), 1 (wee A ) ".:. / N � l-- a fa rsstsm;I4(WW N_.—a_r ir�ssr -- - r ,w � w NM NM t 0_�_, _/ III _ � II I . / \ � �(E5050L5 (ESOSOLS (E)5OSOS C . •�I zc,e' l 1 =',.+ N -/ -- — 1, fz-30 ® WEST WALL ELEV. _11 1 SCALE V8"=P-O" N p S B �� J 3 41444'4%.41144444111.111: - (E) " • G z tat �� cP N 5 S \` 4[11I m L V''SI / 4 2 DATE. IO/15/2020 SHEET. ® NORTH WALL ELEV. IZ SCALE I/8"=I'-0" SEE PLAN , 1'-4" Straight L/e TOENAL EA RAFTER DGE NAIL EDGE NAIL TO I6d TOENAILS 12' TO LVL BLOCKING O.G. STAGGER _ FASCIA / TYP. SDES CONT.lillp LVL SEE PLAN 1 1 X X ,X \ EDErE NA)L/J�1 \_.�2� Ifocl 2x BLKG W/(3) 16d Q TOENALS EA RAFTERS SEE H2sa�` SEE PLAN KAFTEKS � '• EDGE NAIL PLAN RAFTER AFTERS SEE Fr R ��I,�,I,„; , NA ,,, 2x BLKG G 24" PPDBL TE54 TOP r IIIII • —— _�� 0.C- 2X6 16° O.G. CONT. LVL SEE PLAN ZC�1� WALL FRAMING W/ v4' PLYWOOD TO i �W/EA sT D & TOP FULL HT. STUDS SIMPSON H2.5A EA. 2x6 I6' OG PLATE SEE. FOUNDATION BLOCK TO WALL NOTCH FC LVL DETAILS J a1m 3 ° 1 2 `48 SCALE: N.T.S SCALE: N.T.S SCALE: N.T.S F�0 SHEATHING 1 SEE PLAN—`-\ (N) 2X6 @ (E)WALL FRAMING 2 �,�, K, O.G. I I (E) WALL TO BE VERIFY (E) PLYWOOD 4 / / FLASH & SEAL- I REMCNEp /�(N) PER K-r OR ULEINST 1 EDGE NAIL EDGE NAIL TO I 1 / (N) PER SCHEDULE v BLOCKING TYP AS REGTD I GUT(E) PLY BACK /fir! NPilL CUT SHEATH (E DECK� I I RO( (N)TO LAP EDGE (5)16d JOIST LAP BACK TO(E) 2X4 BLKG W/ J FTER. AS KEGS) ><1 i i (�16d TO(E) (3)16d TOENAILS fit,/ 1 j/I , L X �i N I.� (E)RAFTER (N) 2 66 LEDGER `� 6. O (2)16d W/(3) 16d G. 16' i' C(E) JOIST > EDGE N O.G. • ( )RAFTERS Ll e SEE SSFF BEAM 4110"PLAN (E) FLOOR PMOIST .PP ) LAN LAP ON I' • PLAN 2x BLKG @ 24'O.C.. W/LUS�� O.G. +---------..(E) FRAMING (E) JOIST (E)BLKO. SIMPSON H2.5A EA HANGERS EA END. \(E)FRAMING (NKIM & IEXTEND 4, WALL FRAMING BLOCK TO WALL JOIST TO(E)WA (E)WALL FRAMING a V) FULL HT.STUDS SEE FOUNDATION DATE: . DETAILS 10/15/2020 4 5 6 SHEET. SCALE• MU SCALE: N.T.S 13 SCALE.' N.T.S ::ignt Line SHEATHNG SEE SCHEDULE v i 2X6 L@, 16" O.G. 2X6 G 16" O.G. 16d TOENAILS e• 10° O.G. SHEATHING SEE SCHEDULE 2x BLKG. G 24" O.G • _— _ rod TOENAILS Ga' 10' O.G. •=� SHEATHING PER --- P.T. 2X4 SILL PLATE WI .- (N) JOIST SEE PLAN II�II ' I_. SHEATHING' PER WSP VVDIA x IC A.B'S Cv 48' ' 1-- O.G. lag P.T. 2X4 SILL PLATE W/ I" L 2X4 16' O.G. PONY WALL IF WALL (N) JOIST SEE PLAN IS LESS HTEN 12' TALL EXTEND GONG. �2'DIA. x 10' RB'5 48' O.G. �� `� STEM WALL TO JOIST ELEV. ir^ 2x4 & 1G" O.G. PONY WALL IF WALL IS I FSS THAN 12' 2) 4 CONT. _ i PhillTALL EXTEND GONG. STEM WALL TO JOIST ELEV. 1 4 r4n X (2) it-4 CONT. N f Eii G" CONC. WALL o E m 6" CONC. WALL "11 *4 DOVVELLS L24' O.G. ■ *4 DOWELLS ,La 24" O.G. ALTERNATE HOOK "j ALTERNATE HOOK DREGTION - ME DIRECTION 2001(0 r.4. T (2) *4 C . (2) #4 cow". NATIVE GRADE P 4' NATIVE GRADE 7 8 SCALE N.T.S sum: n.rs P N s.s.NS it Q (E) DECK LEDGEK W/ (2) I FOR FRAMNG INFO NOT d MASON SD WS22400 ( _ NOTED SEE DETAIL 8 SCREWSG 16" OG '—� (E) DECK I'-KAMING Al L. SHOK AS KEQ'd - (N) JOIST SEE PLAN 1 i N 2x BLKG a 24" O.G. . SHEATHNG PER WSP 4 (E) 2x4 G IC GC. GUT _ • DOWN AND INSTALL DSLt ci TOP PLATES. *..4., VEKIFY (E) 2X4 P.T. SILL W/ V2" DIA. AB.'s 46" O.G..ADD V2' DIA. X 8" (E) STEM WALL & TITEN HD IF NO ANCHORS EXIST. FOOTING ,i � A it I M. o DATE: 9 10/15/2020 SAE N.T.S SHEET: 14 5lragqighk\ fy STRUCTURAL NOTES 01.0 GENERAL NOTES 03.0 CONCRETEr11- 1. These notes set minimum standards for construction. The drawings govern over the Structural Not 1. Strength: Average concrete strength as determined by job cast, lab cured cylinder shall be per the J < to the extent shown. table below plus increase depending upon the plant's standard deviation as specified in ACI 318. . M 2. Contractor shall verify all dimensions and conditions on drawings and in field. Coordinate locations Imo.. openings through floors, roofs and walls with architectural, mechanical and electrical plans. Notify Use Strength, fc at Max W/C ratio, Max W/C ratio, Min cement v z owner's representative of any discrepancies. 28 days Non-air entrained air entrained content 3. Construction means, methods and all necessary temporary support prior to completion of vertical All uses except as and lateral load systems is the sole responsibility of the contractor. noted 2500 0.55 0.46 470 lbs 4. Compliance with all safety and OSHA requirements is the sole responsibility of the contractor. 5. All work shall be in compliance with 2017 edition of the "Oregon Residential Specialty Code" (ORSi MINIMUM Mix Requirements: 2001G as amended by all other state and local codes, permits, and building department requirements that a. Rough aggregate size for slabs on grade shall be 1-inch minus for slabs less than 5-inches thick apply' and 1-1/2-inch minus for slabs 5-inches and thicker. 6. Where reference is made to ASTM, AISC, ACI or other standards, the Code referenced issue shall b. Design slump: Minimum 3", maximum 9". Field variation from design slump +1/2 inch to-1 inch. apply. When concrete is to be pumped add plasticizers and provide a new mix design to increase slump 7. Design Criteria: to a pumpable mix. Do not add water at the jobsite unless authorized by the concrete supplier. • c. Air Entrainment: Per ACI at all exterior slabs and flat work. Table 1604.5 Risk Category II d o N d. Admix: Water reducing admix (Pozzolith/Polyheed/Rheobuild or equal). o Roofs Dead load 12 psf e. All admixtures are to be from the same manufacturer unless evidence is submitted verifying E-a Live load(snow) 20 psf compatibility of multiple source admixtures. 5 N ez o Floors Dead load 12 psf 2. Place and cure all concrete per ACI codes and standards. F 3 d Live Load 40 psf 3. Sleeves, pipes or conduits of aluminum shall not be embedded in structural concrete unless NiWind Basic wind speed 98 mph, 3-sec gust effectively coated. E N Wind exposure B, N-S; B, E-W n Seismic Site class D1 0 03.1 REINFORCING (CONCRETE) 7. 4 8. Details shown on the drawings are intended to apply at all similar conditions and locations. 1. All reinforcing steel shall be ASTM A615, Grade 60. 9. Do not scale information from drawings. • 2. Fabricate reinforcing steel according to ACI 315, Details and Detailing of Concrete Reinforcement. 0 Install reinforcing per CRSI MSP-1, ACI 301 and ACI 318. 02.0 FOUNDATIONS 3. Provide dowels from footings to match all vertical wall, pilaster, and column reinforcing. Lap 45 diameters or 2'-0" minimum unless otherwise indicated. 1. The soil pressure used for design was1500 psf 4. Lap all bars in intersecting footings 2'-0"or 45 diameters, whichever is greater. N 2. All footings shall bear on firm, undisturbed soil or approved compacted fill. Footings shall bear at a 5. Splices in wall and footing reinforcing shall be lapped 45 diameters or 2 0 , whichever is greater, $ minimum of 18 inches below final grade. Remove all organic material or soft areas in footing and shall be staggered at least 4 feet at alternate bars. a6 8 excavations. Provide and install structural fill as necessary. Notify owner's representative before 6. Provide 45 bar diameter or 2' 0" x 2' 0" minimum corner bars to match horizontal reinforcing in walls E-,I • • proceeding if any unusual conditions are encountered in the footing excavations. at all corners and intersections. 3. Do not excavate closer than a 2:1 slope below footings. 7. Provide two (2)#4 continuous bars at top and at discontinuous ends of all walls. � rt' 4. Use smooth edged backhoe bucket without teeth to excavate footing trenches, and clean all footinc 8. Vertical wall reinforcing shall be placed in center of wall unless shown otherwise on the drawings. v3 excavations of loose material by hand. Horizontal bars may be placed either side of vertical bars and between double vertical bars. `Yo w Q V DATE. 10/15/2020 . SHEET. 15 ' 06.0 WOOD FRAMING �� \ 1. All glue-laminated beams (GLB) shall be Douglas Fir 24F-V4 for simple span beams, 24F-V8 for 11. Cutting and notching of joists not allowed. A one-inch (1")diameter hole may be drilled in the center a!so- 1 beams with cantilevers or continuous spans, and Identification number 2 for columns except columns 1/3 of width of member depth. All other holes shall be approved. exposed to view shall be Identification number 3 per AITC 117 design specification. Beam 12. Studs may be notched in the lower 1/5 of the height of stud for electrical and plumbing pipes, but no appearance grade shall be industrial, except beams exposed to view shall be architectural. part of the notch is to be deeper than 25 percent of width of stud. Holes of diameters up to 1/3 of 2. All laminated veneer lumber(LVL)to meet the following criteria: width of stud may be drilled in stud but not in center 1/3 of height. The edges of drilled holes are to W Fb = 2600 psi be at least 5/8-inch from the face of the stud. i- Fv = 285 psi z E = 2,000,000 psi J CZ 3. All lumber species and grade to be as follows: F- Joists, beams and stringers (2x &4x) DF #2-19 percent M.C. 6" nominal & greater beams and stringers DF #1-19 percent M.C. _ z Bucks, blocking, bridging and misc. DF#3 or better w Structural 2x studs DF #2-19 percent M.C. Plates, sills and headers for wall framing DF#2 K.D. - 15 percent M.C. _ 2001io Posts DF #1 - 19 percent M.C. Sills, ledgers, plates, etc embedded in or in contact Pressure treated Hem Fir#2 with concrete, not exposed to weather AWPA UC2 (ACZA Not Allowed) Exterior, above ground construction exposed to Western Cedars #2 or better or weather pressure treated Hem Fir#2 _ AWPA UC3B T Posts, etc. embedded in or in contact with ground Pressure treated Hem Fir#2 "N AWPA UC4 N 4. Sheathing shall be APA Rated Sheathing or Sturd-l-Floor, C-D grade, Exposure 1 with Performance cs �30 Category and Span Rating as noted below. Each sheet shall bear an APA stamp. Install roof and =v) floor sheathing with face grain perpendicular to supports and stagger end joints. Install wall N sheathing either horizontal or vertical, and block all edges of sheathing with 2x4 or thicker blocking. v)- Block roof and floor sheathing where noted on drawings and where plywood widths are less than 12 inches wide. Glue floor sheathing to all supports. Protect all sheathing from weather damage and moisture. Replace all buckled or soft sheets. Do not cover sheathing with permanent roofing or Z finishes until sheathing has a moisture content of less than 19%. d Location Performance Category Span Rating 0 Walls 7/16 OSB 32/16 3 "' Floors 23/32 T&G _ 48 oc 2Th= Roofs (supports 24" & less) 15/32 32/16 v —. 5. Framing anchors, joist hangers, post caps, etc., shall be by 'Simpson Strong-Tie'. Install per al fr 94 manufacturer's recommendations for tabulated maximum capacities with fasteners installed in all Qs holes. Framing anchors attaching to pressure treated lumber shall be Z Max coated or hot dipped N . galvanized and attached with hot dipped galvanized (2.0 oz per square foot) or stainless steel nails o • or screws. Framing anchors installed at exterior locations exposed to weather are to be stainless 2 3 steel with stainless steel fasteners.6. All bolt heads and nuts bearing on wood to be provided with a washer. Use hot dipped galvanized t$ ls washers in contact with pressure treated lumber. z 7. All bolt holes in wood to be 1/16 inch larger than the bolt. Do not ream or oversize bolt holes. a 8. Do not recess bolt heads or nuts unless shown on drawings. 9. All nailing shall be per Table 2304.9.1 of the IBC. Nails called for on the drawings shall be common DATE for plywood nailing; box nails for framing; and type recommended by manufacturer for maximum IO/I /2020 capacity of hangers and connectors. Nail heads shall not penetrate the face veneer of plywood panels. SHEET. 10. Nails, bolts or lags in pressure treated lumber shall be hot dipped galvanized or stainless steel. 'G