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t A <br /> - -- <br /> 0 <br /> . W. <br /> IW-~ / �� <br /> - w <br /> -\ \ �Q .La-o <br /> � <br /> MAX. HT. ALLOWED � <br /> ® 405.ga <br /> 1 I cV o f y <br /> <. r -, 12 12 ®I 406 34 E <br /> CONT. METAL GUTTER 4 Q 4 Z$,3(0' ( lVie m <br /> OVER 2x5 FASCIA .i 410 oZz>. <br /> mcnU <br /> BOAR , TYPICAL COMPOSITION m o``a a a �'> ° <br /> D <br /> SHINGLES TYPICAL GRT PL \ wZJm}¢�1-zN� <br /> I-oa�m <br /> _it.A <br /> vowozoa(10-10w <br /> a. <br /> aD=QUNz-°-o <br /> 12 - - Ov'-�z� Fzzza <br /> 6" SMOOTH: 4 C "" \ Q4 m �i „oa���3r=N�= <br /> 12 SIDING <br /> HEEL - o o�- <br /> SMOOTH �� �1-�-mzzo= zL-z <br /> -6_�viF!ffibjb-, <br /> l--��na- <br /> ` -. I HARD I E PANEL �oa�MASTER woiw¢� mcni-Li xw-mot oo wv�\ \ wa vol2zw1..°1-7=-1.: <br /> --�w3LDY/BR2 GEILING cn°� � o �==J'-r BEDRM PL ��c~iN�; ~c`�'n=o <br /> ot-�z - <br /> 1 1 = F-w WOZxo�ovt <br /> f -t \ 0 �Jo ��ZzO <br /> GARAGE CEILING r- 'I' �`�I =1�, rl�- 11� W=�'W g F a m o a <br /> rI 1 11 <br /> IY \ ry F-= a2 = <br /> \It @ GARAc I Ili �� '=I - \ '_' o 6" SMOOTH Q o¢_ ¢°°o r <br /> F_r - If LJ�� 8" SMOOTH zwt-3m>t�at�aa <br /> 111 ■�' � \ 1��' SIDING = <br /> I--1 1 ;, - ,��L�l SIDING <br /> ■1 <br /> = I Ili ISL-fir- S.G. � 1 -,[t <br /> 1. ■I- it ct A ,,-c, <br /> O ,LI I - _ N <br /> - _ �Jt t - t�,r I ;-_ _ ,off - 11 -IL _ _ _)1 Ir _ iE c0 o <br /> 1! k _ / 1-_, �-- t - I- - r--- _I C//1) 00 <br /> �I-- ( - /� _� I 7( II- li- Ir II 1 I_ _It='- <br /> 3 I O II !i! ■ - I I I kl�l -I ISI - I_ 1�-11 J� <br /> - 6 SMOOTH ■ % '�C' _�1_-1�1 L � I )� ' �C� N Q z <br /> II <br /> i_nl: a- f -i �[I—,tet 11 =u u ,_ 1i= u u- t--= t[ <br /> SIDING ■ _- �_: i _ _iI ;CJI- q - 1_ l( - I_ - c9 ( W �n v <br /> O JI f � ��; I - I��GI ��® -] MAIN SUB v u' LU <br /> 1 � � 1l'I �L t - � IN SU <br /> 3 �� �I--1( -A1 ., l --- I__ I.ti �I----/��r J-`-ll �1I �. -_-� -],��r=-,---1-- 00 H <br /> u _ <br /> I D-Y-/Fti- I I l! a i I Jd� I of =I II BSMT PL H N <br /> ( .. — 1 a 1--i 1 — -- - it I t _ I----=,,'7- <br /> JC1 q it—- 11 — it-- ,( — 11-- L, 11— )� - _ - \ d' <br /> rTar-�z I I I I <br /> I, <br /> �� I I — 1 1 t �� I�1� -1 it - l',---,r- II l� .ir <br /> --� —i—,CL J��I IL�I OI L..—��—),---m-=_-, --1�I -)r_,��-'r —- - Jr o <br /> ' I- = It- ll �CI 1I I - Il II- I - 11-- II =II- - I - 11 - 11--11- ' 3C mil <br /> O <br /> �I 384.33 1 I i -.-.�.�i l p�l ]�® _ -1®- _it ADHERED VENEER <br /> -,- IC -ll -1 I 1JCI -I - �O -r=11 I -aC�C <br /> \ L rt 1: :! I--�� hi II -t 1-11-EI .- -i-U -�I-=_1 --L---- i1-.JL I�'-=JL It-_I/� IL-= (LEDGESTONE) <br /> 1 - _ _ - �_ I O00"'0 <br /> r L i J� 11— 11 r <br /> 9 <br /> 0 In <br /> LANDING - d J -IC.=.r-- l J � H Lt!..) <br /> i j I \1 b N✓ 0 - co co <br /> �t d- <br /> 1-1 1A.B.E. @ 380.aa z <br /> ELEVATION NOTES: <br /> r < Z 1--) 63 <br /> I. VERIFY SHEAR WALL NAILING 4 HOLDOWNS PER PLAN PRIOR TO h 1 z H Q <br /> 1 1 wLL.. u- <br /> 5. <br /> INSTALLING SIDING. 1 ¢ o <br /> 2. MASONRY 4 WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER I.R.G. <br /> CHAPTER 10. BSMT SLAB c <br /> 3. CAULK ALL EXTERIOR JOINTS $ PENETRATIONS. t LOWER FLOOR , @ 316.53 \ •\ <br /> 4. PROVIDE APPROVED CORROSION RESISTANT FLASHING AT EXTERIOR _ _WALL ENVELOPE PER I.R.G. R105.5 _\ ,ATI I r co <br /> °`5. PROVIDE FLASHING AT ROOF PENETRATIONS PER I.R.G. R=i05.2 4 RcI03.2.1 0_. R <br /> NT <br /> -- X I <br /> 6. PROVIDE WEATHER STRIPPING AT ALL EXTERIOR 4 GARAGE-INTERIOR .`:r� <br /> DOORS. SCALE: 1/4" = I'-O" -- -� I z "I�� I^ "� <br /> 1. PROVIDE CONTINUOUS GUTTERS $ DOWNSPOUTS 0 ALL EAVES, TYP. .., ,, C-;i, ,qtr 1, ,r 4 <br /> y <br /> 8. ADDRESS OR HOUSE NUMBER TO BE POSTED AND PLAINLY VISIBLE FROM • '< ��' �,°^ „°n. yr`, <br /> THE STREET FRONTAGE. HUMBERS TO BE MIN. 4" HIGH WITH Y2" WIDE -� : �,\1:I ,. �.,` 1 <br /> STROKE CONTRASTING BACKGROUND. <br /> AI-0 P;` ca F r`.;P o b '3 <br /> 1. PROVIDE STAIRWAY ILLUMINATION PER I.R.G. R505.5 ". -`"- " t <br /> 10. SEE GOVERSHEET FOR ADDITIONAL NOTES. --i E ' - ori` I. 1 g P„�; ? <br /> k; k __ <br /> - . <br /> a <br /> kc t% 4/ L.7 pp A',_ _J: a a rt <br /> // a° :ar.a ( 1 <br /> CC1 <br /> 11 I IriL) <br /> 12 12 \ \ <br /> 4_ Q4 H140634 E0 <br /> 12 m ' I <br /> 4 L/ Ii-1 <br /> `1'\ 0 <br /> -\_, -- -- r/ GIRT PL <br /> k.f.) <br /> I <br /> COMPOSITION = _-_ 7 bt <br /> 12 <br /> SHINGLES lYPIGAL I II I 12 m -I Q 4 0 <br /> 12 I 1 SMOOTH 4 I w 12 in #�-A <br /> 4 5" SMOOTH 1�1 I 1 HARDIE PANEL \ 4 n � n <11: <br /> 4:12 SIDING , L <br /> --,A14111111 I <br /> i <br /> VMMIIIIIIITIk MASTERr". <br /> CONT. METAL GUTTER I 1. BEDRM PL LLI _ <br /> OVER 2x5 FASCIA <br /> BOARD, TYPICAL J� <br /> PL0 _ - 1 1Y (1) <br /> -- iF-_1 <br /> GARAGE - <br /> z ` _ DI <br /> T - <br /> _ - <br /> - \ < l 0 <br /> / I 1 J-E 66" SMOOTH +36" GLASS I «9 <br /> Z <br /> 611 SMOOTH / / / - 1±-� J _1 II r _ DING - - <br /> / / / il�� -i Ur -=j[ GUARD RAIL �L: �� ��-- <br /> SIDING s ��� -,1-_[ 71 -1i- P.....--' [ 4: <br /> �_ �r ' �1 -1=E u <br /> 0 841: <br /> / / / I, / / <br /> 1,1_,_11 <br /> 1 1 =J -1 'a -1 1��(--!=� JI� ��JC <br /> f�� - lb -1� --_1 ,--_-t-� 11 111_-_�� r_ ,- <br /> ` . / / 1 / --- o �I = -- ,�= 11 -_ 5" SMOOTH - - c �r --[ MAIN SUB p <br /> 1 / =C- _I �1 - @ 351.61 I <br /> \ / / ` � �,= F--- -14____]j : -11 -IC SIDING S �1 _A /-,_ _L- \ - <br /> I / / � � / / � , - /. i� � / _ or- 1 i Ia.i -- <br /> _ , �_ �J� - 1, ;1 - _1- 1 -I� ji��'- BSMT PL \ <br /> • '� '�I c �,_ I �I �I r-- <br /> ��_I Il IL / A I- ' �I _ / �', 11 [1-_,I I�( - 1L..-� --,I-- It C--D J+ -'=' -, - II - - -=1 -I��l-'� I=_-� -_ - I_ <br /> 8 �( II = ,r -II = II C Jf = II L=11- IL=�1 '�_ <br /> 1� __ - I = ISI / _ __in <br /> ' ___,/ 1- ,` L- -3 - 7I- -1f I - 11 -_II-_f- ICI �L J� —j_ <br /> .: : -1_ II= / / ` - / / \ 1' C[- 1 I__ ll- ,--� ll i_� JC �1 - .1F--:i, - L_ J- - C h� __ti.---C r <br /> N_ - It )C - -1� CI 1L )1 J- - _ <br /> HI SLAB <br /> \ --IL.- _.J,-,-, '- __ - . . . r - ` - _ - 1(.-, / I_-1. 1--------4- I 1=-- <br /> � -, - <br /> ( � ]l - _ I- '__�I - - I� J( )1 1 = C JI -- 1, -il DESIGNED BY: DATE: <br /> - - �L - ,C- _ '_�1_- ,t =���11 � LINE OF STEM �, -�=� G 201q <br /> - - - - - - - - c�- . �.]��eL-- I\- _��\ WALL, TYP. �,I —t (- GP P <br /> ��_ -I T-);-------T---11-t-�I ,J,-- --TE STACKED BLOCK 7_1`E-:- � _-1-- - DRAWN BY: DATE: <br /> - - - - - — — - - — _ ADHERED VENEER I -� -?I _V I-4 -- )E . - J'' - _ AG I0/11/1c( <br /> _ I - - - <br /> • o — _ _ _ WALL PER SITE <br /> I - II -1j. PLANTER 1 r jr <br /> _---It-'- <br /> ) = -'IL CONDITIONS I='- fir- <br /> ADHERED VENEER - - - (LEDGESTONE I <br /> • _ $ ,i 1 - — — <br /> II _ u F -il _ I- 1 -d 1 --I_ _,-IL U ,I �f ; <br /> I - 11_ 16= �L =�f J, - -76 )I_ 1 = J - ! -�_ ®�_ - I- ;r f =° PROJECT MANAGER: <br /> (LEDGESTONE) i - - ---�� I ®` ' - �-IC <br /> - - )r,� �=Ir-1 �1= _---E__ -1 GHARI.ES PAfiTON <br /> 1 -7C �l _=- IL [ REVISED BY: DATE: <br /> LINE OF EXIST. <br /> -I ]I it=r <br /> 1 ._....._ GRADE — <br /> 14_� - - <br /> BSMT SLAB <br /> I 1 e 316.53 • - <br /> j 1 L ._ 1 J <br /> ✓ LATERAL BY: DATE: <br /> _ — MEI 10/1/1c1 <br /> ,...„, 10 .---T �— \ �I LATERAL JOB NUMBER: <br /> ----- ---- X I I `I: O I q-4 <br /> cici <br /> SCALE: 1/4" = I'-O" <br /> A10 <br /> .. ,, <br /> t,,, <br /> Al5 <br /> ANW WOODINVILLE OFFICE <br /> JOB NUMBER: <br /> I1OIs-1 <br />