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Permit !,Asrc2OO2OO41 S-r2p (2f41°°°q.• M STZO0 49 �'1Z�t� 20.0°°5 1 S12p0 9, 04,4)0051 ,; 00ç, 00O M5120024• 0pp13 N%src2o 0 pp09� MS1Z�02' !,jsTc2o p09� 02 !,jSrI 20o pp1p1 MS-t2002- GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x30". NOTES-UNIT PLANS 1. REFER TO SHEET A0020 FOR ASSEMBLY INFORMATION. T. ALL DRYER EXHAUST AND EXHAUST FANS SHALL BE 2. REFER TO SHEET A2101 FOR DOOR AND WINDOW INSTALLED PER MAMFACIURER'B WRITTEN SPECTFI- INFORMATION. CATIONS. VENT TO OUTSIDE AT EXTERIOR WALL, THROUGH ROOF AT TOP FLOOR. VERIFY WITH 3. REFER TO INTERIOR ELEVATIONS,DWG A50.10,FOR MECHANICAL. KITCHEN AND BATHROOM ELEVATION'S. a PROVIDE ONE FIRE EXTINGUISHER WITH R4fMCs 2AI08G biiii , 4. ALL FIREPLACES ARE PREMAMFACTURED,GAS FOR EACH UNIT,LOCATED AT ENTRY ADJACENT TO BURNING UNITS. INSTALL PER MANUFACTURER'S GARAGE DOOR PER FIRE MARSHALL'S REQUIREMENTS. RECOMMENDATION. 5. PROVIDE NON-COMBUSTIBLE FIREPLACE HEARTH PER POMP OF DISCHARGE OF VENTS SHALL BE 3'-0'MIN NOISING xJiVIQ 61i Iii MANUFACTURER'S REQUIREMENTS. FROM BUILDING DISCHARGE GHVEili do A11 b. FIREPLACES TO HAVE AN OUTSIDE AIR INLET PER 0111 9 .[ HCN CODE 4 MANUFACTURER'S REQUIREMENTS. 9�. X 20'-0' k 9 -:J a , 20'-0' y X 9,-6, f 20'-0' J,ct el-b. �_ s i I D _'`_ ,I I 4,-6, T 5,-0, 1 f GGLO .. ri IJ Architecture and Interior Design ��� Limited Liability Company Hine I . in .9 b 1301 First Avenue, Suite 801 Vi I COI al Seattle, Washington 95101-2074 I I n I _Hs al A I Phone: (208) 487-5828 S I I Fax: (208) 487-0827 n CONC. r O r I 1 0 W6 1 0 I-I I3 A00.01 ) I TYR A80.01 A80.01 a BLDG 3 A80.01 in —I UB I F I 1 0l 07 II I 3'-6' 5'-10' M D I t 1 � � � �� - 1 I I . I"'I i 3-6, i I'"'I 6 0 WI in rt 6 W3 rill N. it0 ` db L i RIS r ® R46 I 19 WI _ b 0 VARIES ` �� © YARIEB 11m ® ; 03 VARIES A lbr m ® Q s r__ CONCRETE FLOOR I 9 w2 Q' 1 _ �� CONCRETE FLOOR i i i SLOPE 1/81/FT. 0 `r CONCRETE FLOOR SLOPE I/8'/FT. 'a i I- —�_ - I W a' SLOPE I/8'#1. Quail Hollow - GAR4CzE it j South A ' -; i Townhomes 79 r- $:,^7 I w 4 r iul in 42' r , v NI 42' I F 1 I _ I 42' I r 1 DN up I DN = UP ■ DN UP 3'-6' 3'-5' ' 3-6 3-5 3'-6' 3'-5' Tigard, Oregon "I b EN I ICY i- b I Brownstone Homes, L.L.C. ENTRY kTITRY Ill 1" Up I O 0 I�I I I WT DRAWING ISSUES: DATE: 4 Q 14 I �. I` u 4 0 � I. DESIGN DEVELOPMENT 9 �1 �� �: �� IB I I U 2. DESIGN DEVELOPMENT - ROUND 2 I 800 4'-9' b'-l` I I8 IS .,\9 s r i - I 9 - 3. BLDG PERMIT APPLICATION TAB/1001 b >6%0 i 4.-y. i -7 / 6'-II' 131-1' '� •80.0 4 9 2000 y 691 / 9/2001 'r b'-II' L;;: , PH , " 6'-II' C 13'-I' ; 4. REVISED LOT NUMBER'S 2/1/2002 pN , I • ■ DN 5.FOR CONSTRUCTION $/3/2002 I I b. % 1. b m %It B. :o T 10. o 3 4. 1 IL l.1. p- 31-01 P-6. IT-5. 9 1'-9' 1'-6' I• 3'-0' iI_6' 12' ' / 4 V 4 i 1 I1-9' I'- ' I 31-0' P-b• 121-51 R6VL4[ON3: DATE: 'It v -.. REVISION CITY OF TIGARD �/ J Conditionally Approved ( ): PROJECT No. For only the work as described in: PERMIT NO. 2001026.00 See FILE COPY Job dd;.[o:AHa h ( ) z By: ,..ri. __ Date: 3 O DRAWING TITLE 0 U UNIT PLANS OPTIONS FOR !_ VE1.. 1 LEVEL 1 LEVEL 1 LEVEL i UNIT TYPE AS-4 O UNIT TYPE X35- 1 UNIT TYPE BS-2 ad ill 57.2vio--o '3 Z SCALE: I/a'=I'-m' vlt5� � �Tartv- 131-V5 Ki �j C /a2sz� , ' copy / 3/ �/5 �1e�-0,�+ - ,vYJST,uc�3 --6a�T5 0 SHEET No. B q /3 7o K'i nijoi,i /i/sr,�O�t',3 -©Vt'V7 / si 5'c 10Vr,� ifkyr on,3- 00010 a1 m ,z�fi- m ST&tai - 000`,7 ° ' U /`33.80 krvt�S M15T�0o� ljitie/g i 3iTv5 w tec t�'fr� 41�T'.�oD�- o 0 0 i I 7 g0 /z'� e ins'Taoaa -/�OD�{q i3/75 ( L 0 A20 . 09 / '3/ S S IL/l�pt25�r it 1 ST vZ C1iJot 4 G7 O/ /33/C� i,2f; f/ r � _nuns, 0 5: / 3 3,3 is C2 . /n 57'"d o6O - tad s u- 1'3 3'3JJ K'i � ,�, CJ GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". NOTES-UNIT PLANS I. REFER TO SHEET A0020 FOR ASSEMBLY IlfOM 1ATION. 1. ALL DRYER EXI-I6T MD EXHAUST F SMALL !3E 2. to SIFT A2L01 FOR DOOR AND W� INSTALLED PER MAN ACIL ER'S WRITTEN SPECIFI- �=OriAT1ON. CATIONS. VENT TO OUTSIDE AT EXTERIOR WALL, TI-SOUGH ROOF AT TOP FLOOR VERIFY WITH A50.i0 MECHANICAL. TO ATION6 DWG FOR 3. R INTERIOR ELEV RED i i KITCHEN AND BATHROOM ELEVATIONS. PROVIDE ONE FIRE EXTIWGUISHER WITH RATING 2A1013C 4. ALL FIREPLACES ARE PREMANUPAcTURED,GAS FOR EACH MIT,LOCATED AT ENTRY ADJACENT TO MA�IFAC 6 �t�I1T6. INSTALL R TURER Bt�i 1 8 F GARAGE DOOR PER RE MARSHALL'S REQUIREMENTS. RECOhATION. 5. PROVIDE NON-COMBUSTIBLE FIREPLACE I4EARTH PER OF DRSCHARaGE OF VENTS(WALL BE 3'-0'MIN. MANUFAC11,IRER'S REQUIREMENTS. FROM BUILDING OPENING. _ ., 6. /FIREPLACES TO WAVE AN OUTSIDE}A�I.IR� INLET PER � r '°' .. COPE 4 1 fANU AV 1�wl�l..l�'6 REQUIRE N-1•T& / 2®'-®' X / 20'-0' if 9'-6' / 9'-61 I 4'-6' 5'-0' - f - ® __ ---- 4 5'_0' GGLO ® - - L Architecture and Interior Design Limited Liability Company 0 ® 1301 First Avenue, Suite 301 Lt 1 WI;n 7 Wa In Seattle, Washington 08101-2074 WB I ' ai I I Phone: (206) 467-5828 Fax: (206) 467-0027 o r ". "j I . ' ��` t '� ° 1------ -�_� !� , Z F1 ('Th �OP'1'10NAL 1 I I I i UJ3 a? 1 • 3-.f,.011 Ae30, its I w3 I aid I 13 I , 1 DEN I I I 31_6• s'-0, 6 E- -1 1 : (---- --) T ____ \ 0 I I V 1' tJ ( ) I :_ /// 1C ' L-IT al Powr,ER .so-- ' >:K' ' Rog 0 A - I-1" N-61 ' ® 0 VARIES _ ' _ Z 1 5 I I 3 I I I - ,, , I I C �1 G t�ooi� I � ,,,,VARIES , CONCRETE FLOOR ' ---Flie - �- � SLOPE US'/FT. SLOPE !/8'IFT. Quail __FA wt_ I I South -, GARAGE - GARAGE j - I N ° 1 Townhomes 4 wril—T 42' r 1 r 1 DN I • 't• \ I -N I _• • _ I 1=�) V!� U 3'-6' jr 3'-5' ' 3'-6' 3'-5' ' Tigard, Oregon i for ® I I ® I I Brownstone Homes, L.L.C. "r- ENTRY r ENTRY I I I ' rill 14 (IP W DRAWING DUBS: DATE: CO O 0 O i G i T .--., �.. I- I r , 1/9/2001 ' �--1-1 ; ' -�—� , I 1' v 2. DESIGN DEVELOPMENT - ROUND 2 1 i 1 -i/I8/2001 18 1 , i4.0 1 i, - !� ' 3. BLDG PERMIT APPLICATION 0 a,Qj / 41-1' ---- 6-'11 f ® . L.. 4'-'11 61-11 98001 �r 1 - 1 4. REVISED-LOT RIVERS 6-11 131-1' (t "4' 6-11 !3-i / r , 211/2002 PH _ 5.FOR CONSTRUCTION • s 5/3/2002 I I 6. 1. 1 a. t 10. � _ _ IL A REVISIONS: DATE: 1_ , '_ '_ , I'-6' '_ ' A 1_ i 1_ ' 3.-0' 1_ , I2'-5' REVISIONS: DAM: T1 5 Irt 1 30 ! 6 11 16 30 16 lay ,� , rt / / / / / / PROJECT No. Z 2001020.00 ® DRAWING TITLE f-- 0 UNIT PLANS =D OPTIONS FOR 0 LEVEL 1 0 LEVEL 1 ix_ LEVEL 1 SCALE: I/4'=1'-0' . i\i' UNIT TY S®4 1 0 UNIT °fib 3 SHEET No. U B 2 g a (Y. N 0 A20 . 10 I § u_ a. a GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". NO1tS-UNITFLANS L REFER TO SHEET A0020 FOR ASSEMBLY RATION. 1 ALL DRYER EXHAUST AND EXHAUST FANS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN SPECIFI- ?. REFER TO SHEET A21.01 FOR DOOR AND WINDOW CATION& VENT TO OUTSIDE AT EXTERIOR WALT.., INFORMATION. 114R000I4 ROOF AT TOP FLOOR. VERIFY WIN 3. REFER TO INTERIOR ELEVATIONS,DWG A50.10,FOR MECHANICAL. KItCHENI AND BATHROOM ELEVATIONS 8. PROVIDE ONE FIRE EX1INCGl1181 R WITH RATING 2A108C 4 ALL FIREPLACES ARE PREMANLPACTURED,GAB FOR EACH UNIT,LOCATED AT ENTRY ADJACENT TO Bt SING tt11T8. INSTALL PER MANUFACTURERS GAGE DOOR PER FIRE MARSHALL'S REQJI inn. RECOM'1ENDATION. S. NON- Ti F1 DE CCIS BLE REPLACE HEARTH PROYI PER MANUFACTURERS REQUI ITS °. POINT DID VENTS SHALL 3'-0'Mi L FROM BUILDING OPENING& t` "'1 ,'_ '. K ,C: . : b.FIREPLACES TO HAVE AN OUTSIDE AIR INLET PER c '` ` _.:' ,i , CODE 4 MMUFACTI ER'6 REQUIREMENT& r 20'-0' 'p r 20'-0' / 20'-0' _" 9'.6' 9'-6, 9'-6' i r i i i 4'-6' 't ct 6'-01 ' 4'-6' (t t b'-0' I I -, -, s i 0 0 I 0 0 I ♦ 0 0 I GGLO _ Architecture and Interior Design A Limited Liability Company itl 'al . al W 21 1301 First Avenue, Suite 301 ai " ai I I I I Seattle, Washington 88101--2074 Phone: (206) 467-5828 ♦ d N. d ♦ �♦ c I I Fax: (206) 467-0527'0° �' 0 ® I r' i `- tt16 1 ® //) $ [1:1 1 A L[i1k\\ ® ak ;‘, A80.01 A80.01 A801d1 A80.01 im im A A I I ♦ I i.. DEN r- PEN s --- DEN ' I I N e3' 1' S'_1O' 3'-1' 2'-8' / 31_0. b' ® rill i b' ® Q! W3 , ;t ® (� ES! M® I SAFETY *C/ sT 0, ® '6 . 014 1.0 • 1 zo 1? ii• ., lflL -® ® " N c ■. El ali . LuAi- la? (:),) _ - _ A114 C ;t AtN C ���, I t., l► ® 3 VARIES �' DL . 0) [ cp,, [ A ri- .., A 9 A --, 1 C> W2 0 2'-3' TYP: im 0 - ♦ FLOOR L CRETE FLOOR --- VARIES FLOOR ■ V , SLOPE 1/8/FT. SLOPE 1/8�Ft. <? � SLOPE 1/8/FT. g ____ a �� . # Quailllollow i % GARAGE, GARAGE +III N GA ' Bout h 1 ,_ S Townhomes zit in 4 El zi) .4 tui 42'1 r - L I in r -1 Z r 1 aN = UP DN UP I al 1- LIP 3'-1' 3'-5' 3'-1' 3'-5' 3'-1' 3'-5' Tigard, Oregon f zs i for 0 r - ® tt r/it t - 4 � Brownstone Homes, L.L.C. 1 Ell 14 14 14 0 d L DDLOT ♦ �-, i� ♦ �` �� ♦ ♦ ♦ )� i• I I 2. DESIGN DEVELOPMENT - 2 1/18/2001 itl i s . -r.,0t - ,- i A 1 ASOt 3. BL.DCs PERMIT APF'l.ICATIN 6 13-1 ( -1 13-1 /2001 I f-' - , r f i 1 1 ,� 4. VISD LbT TIMMS DN ON 11 2/1/2002 ♦ 5.FOR CORSTRUCTiON I I I 6. 0 A 1. ' ;0 a I r r 1_ J ♦ J c 61 1-1' 1-6' 3'-0' 1-6' 12'- ' -' 1-1' 1-6' 3-0' 1' 6' 12'-5' a 1'-1' 11- ' 3'-0' 1'-6' 122'-5' • ' i / i 1' 7* 1. jr f 1 ' , 1 fi f f .r 1 ir REVISIONS: DATE: PROJECT No. Z 2001026.00 ® DRAWING TITLE f- 0 UNIT PLANS : OPTIONS FOR 0 LEVEL 1 UNIT LEVEL l UNIT LEVEL 1 LEVEL 1 ..r..._ SCALE:TYPE CS®2 TYPE C��3 UNIT TYPE C5- 1 0 SHEET No. a ,71 . 0 g a ik 1. 0 A20 . 11 1 P. U- WRAP AIMAXAAZt#AVAC ®L Aill IFICARIIN AP 3Mdl. d U r aW irmarvois. am MI RFC SVFLIFILUMIU WAtdttitit. posuutatiusu tar"geg"Fst MUM billets sWit LOU • Plan Notes _ ._ _ _ ._ , , . , _ , _ 1. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. 2- DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL CONSTRUCTION METHODS FOR THIS STRUCTURE. CONNECTIONS, DETAILS AND CONDITIONS NOT SPECIFICALLY 81.40W 11-4AT ARE SIMILAR TO TI-106E THAT ARE SPECIFIED SHALL APPLICATION OF T! NS A fN TI-4E A 1C :,--- _E ASSUMED ON AN THE SAME. IF QUES O RECD RD G E PPL B E D .. DETAILS A RE E NGO U T FRED,NOTIFY TH E ARCHITECT / ENGINEER E R FOR THE CLARIFICATION IN A TIMELY MANNER PRIOR TO BfD OPENING. , 3 INDICATES SI-IEAR WA L L TY P E S EE SHEAR WALL SCHEDULE. INDICATES HOLDDOWN TYPE, SEE HOLDDOWN SCHEDULE- _ 4- ® INDICATES 2x WOOD STUD WALL- 1,'.; ,°$ , 5- INDICATES 2x WOOD STUD SHEAR WALL- R 6- STEP FOOTING IF REQUIRED PER DETAIL 5/S4.1 _ a oFSA V BARRIER O AN ND °t. PROVIDE ro (MINIMUM) GRUSI-1ED ROCK WITH VAPOR B RR ER YER D UNDER ALL CONCRETE SLABS ON GRADE. 10/ 4 -O. ON ANS. TOP . SPLICES SHALL AS SHOWN ON DETAIL S 2 U.N PL ALL O 5 L E L . _ S. LL PIE PL E LB ' GGLO Architecture and Interior Design Limited Liability Company 1301 First Avenue, Suite 301 Seattle, Washington 98101-2074 Phone: (206) 467-5828 Fax: (206) 467-0627 ■ r F 6969 S.W. HAMPTON STREET 1'k ; TIGARD,ORE-GON 97223 r-- - -- (503)624-7005 FAX 624-9770 ROEUCH ' --CONSULTING. 231 SW SCALMiOUSE LOOP S EE 9011 B13U OREGON 97102 " ENGINEERS J LL RJ Ii : (54'D 383-1828 FAX 383-7696 " 4 THICK PATIO SLAB N N 4 TI-IICK PATIO SLAE3 N N " ., . -_ 18 xi8 x12 SQ. FTC- W/ 12" WIDE x 16" DEEP I 4x4 POST W/SKIMP. I 18 xi8 x12 SQ. FTC. W/ f2" W1DE x 16" DEEP 4x4 POST W/SIMP. LUS26, TYP. W/(2)-*4 BARS THICKENED EDGE. I 1 P1:3 POST BASE LU52 DECK W/C2)-*4 BARS THICKENED EDGE. I I PB POST SASE a DECK EACH WAY REINF. W/ (2)-*4 TOP EACH WAY REINF. W/ (2)-*4 TOP r 1 F *1 4x10 - r -I _ DFL *1 4x10 D L I I E 1x4 D f ACS. SRACE ALONG I I E r 1x4 D IAG. BRACE ALONG -1 r r 1 1 // \\ r L J 10 1 1 BOTTOM OF JOISTS, NAIL TO // \\�-- -� 10 BOTTOM OF JOISTS, NAIL TO A F AMIN / ) 10d MfN.LL R GWl2 A F AMI /C2) 1 MIN. p O- E L L R NG W 0d / 6 0 E / lf�1 6 x \f0 1 r- -- --' ~1 2x6 LEDGER W/'i2"d�x5" LAG \ 1 1 10 1 __ _ - -I I I 2x6 LEDGER W/�i2" x5" LAG \ �� � PR��i I I " v a��841 I ( BOLTS 24" O.G. INTO A 541 BOLTS 24 O.G, INTO 9 L_---- SQL f D FRAMING \ SOLID FRAMING '85,472 1�/ \ J L J L JL JL' ���V���M .- _ - - . --� 4x10 L 4x8 _-°'®°I � � ��..�-�:x��a��.:�m,: 1�� x;�•�..•��.:��- _-°� 4 10 �' 4 S ./x x s:1 N i " " i N i N N �> I 1 " 1 N N 1 M i N N N I / 1 ckr 25 ION c 3 -0x4 -0x12 -0x4 -0x12 '3 -0x4 -0x12 3 -0x4 -0x12 ;;:� I * 3 * I '`� I ` I * � I =1 I I -! I- I 1 Cdr •@. FTG- W/ (4)- 4 FTG. W/ (4)- 4 &I 1 I � FTC. WI (4)- *4 FTG. W/ C4)- 4 4 DIND�� i: ( I : I BARS EA WAY BARB EA WAY I BARS EA WAY BARS EA WAY .� . i N s I I s: x } I I I 11 I '5-> I 1 I I I I x12 * `�" °G 1 I I $, I D o I ,;:f.,:-V I 4 1 2 I El 2'-0" SQ. x 12" DEEP I `� X . NOTE: SEE ARCd-f.FOR 54.2 : W/(2) *4 BAR EA, WAY 54.2 F OPTIONAL STORAGE RM_ g I f SIMPSON IS R I iZ: I - -, Y11 1 FLR FRAMING uall Hollow I i - 3. ' 54.2 _ 1 21-0" WIDE x 12" DEEP D L*1 r® ---------7_ u w, FTC- W/(2) °"5 BAR LONG. 4. F 6x12 2'-0" WIDE x 121 DEEP '= - BEAM *5 ^ 12" O-C. TRANS. HOOK ` . FTG. W/(2) *5 BAR LONG- 4. I 1 I I I ttN J (3) 2x4 POST 1 o uth *5 0a 12" O.C. TRANS. HOOK I LONG. BAR INTO STEM WALL I I 1 - LONG- BAR INTO STEM WALL 1 FOOTING i{ I t:. I ®� c_ � 1 FOOTING 15 il °-I I 1 f� n>I 1 o�r��i o,zi 1 I I I I I e S v, r- .. �-- ,,: k.M .. _ Ote ^� .- x =t ., s >f zS _ 4x1 z f�T n, '`V., s r7 i„t w s v .e`.,1 . .�. i '�_ �ar���.. �ra��������,����.��5"-_ ����?�e��� �'th<k4��?-- I® �:. .. ._,��s��s�:.s,ka�'�.�7�r-��`=3-`'�. ,�' nan u�'w.�^�-�«,.�.'-`�.. :�i��'.����,�'-..�. I I 2 �� J - r -1 4x4 POST' - - °- J "I I i , i I I r 1 r [1.1:11 I � I ` €��, r -1 �- � TYP. ALfGN JofT UNE::::,,,„.„ F AliaL I 11-11 1 L", 8 WALL AOVE 2 TYP54.1 5 r _ 54.1 843 Tigard, Oregon A _I (2) 2x12 • A {I I C21 2X12 1 Mr. 0 °� 54.1 I I 1 N " I_ 1-)BL J 1- 54.1 for 1 -6 SQ.x10 UNDER POST ABOVE �+ JOIST 0 ° UNDER POST ABOVE } FIG. uJa 54.2 �� 'II i- - I---1 54.2 1 I 1 84.3 Brownstone Homes, L.L.C.EA. I U x11.__ DSL J . 1 S SIMPSON , WHERE Q HU8212-2TF I I U.11-IERE APPLICABLE x f JOIST I W lr� APPLICABLE L .,,,„.: w ' N AI ._ IL Ca TYP. I I F, DRAWING ISSUES: DATE: . TYP. - _ r -1 O d 54.1 ca I E. O d 54.1 J I I 1 k i 1 1 54.2 : J I I 1 I 1 1.DESIGN DEVELOPMENT 1/9)01 A 54,3 WHERE k ; APPLICABLE` 1 I A SIMPSON SIMPSON 2x12 STAIR STRINGERS 2. DESIGN DEVELOPMENT- ROUND 2 'f/18/(41 11:. I I 0 SIMPSON SIMPSON 4x4 POST v�. 0 TYP. (NOT SHOWN) I j I LUS210-2 LUS210 - W/ EPC ( - 1 LU52f0-2 LUS210 I 1 COL. CAP 11 AS I I I 3.PERMIT SET S/6/01 -1 I 1. 84.1 � I 'j f --j z I OPEN I V- OPEN y ' I 4 I 84.1 1_ 1 Vin ' I I I S IM. ® I I I }i I I i�X 4" LONG. SL AS I I I , I I rX 5.,,, 4 GONG. BLAB ( 1 1 SIM. (2) 2x12 ..R g. ON GRADE l 1111111M .iD ON GRADE I . ,, 6. I- f -! rl (- -1 "� 4.. (2) 2x10 DP. I (2) 2x 10 D F. \ r 1 1 -1 -1 rl r- -1 if.. 1� `o �L& .., 1 2x12 STAIR STRINGERS I I 1 i I-- ®' 1 L__ J I N 7YP. (NOT 51--foUJN) L-, I I �- I I I 1 -YP- I I Y fi: x 1>Q 2 12 � 11 �` P• 1 1 1 � 2 1� 1 S. t - 54.1 I * 10` O G' +- 54.1 I a 1(0 TYP, g ( N N k TYP. S r - 2x6 0 12" O-C, 0 ;3 _� q 2x6 '� 12 O.C. '� B `� � O I ENTRY LANDING 10. �: 54.2 6 1 1 ( � S1Mf�SON � I I ENTRY LANDING 84.2 � . 1 I I 511"11°SON � i :. I 11. MST48 I ( STRAP Q L_ STRAP D ( 51M _ 1 1 JLJ JLJLJLJL SIM _ x10 __l F EL J f4x6L J L J L J L. 3 L- _-. x6 _ ®®� 54.3 REVISIONS: DATE: 54 6x10 =MOM 1..0 •=1P. •10.0M,swarm...woo X.r,;41.WIN‹ ( t'.grtaleL'-'S''Itr DF*1 I r� rir� r1r r� __ DF*1 I � r � r� r1r I h ■ I I ( t9' SIMPSON G516 I g I 9 I lit9' SIMPSON C516• I I 1 i COIL STRAP TO DOOR I 2'-6" WIDE x 12" DEEP CONT. I I I , COIL STRAP TD DOOR 2'-6" W1DE x 12` DEEP CONT, 54.1 FTC. W/5 BAR '� 12 O.C. L 54.1--- J 54.2 I I HEADER AND 2x6 BLK'G B B 84,2 I I HEADER AND 2x6 BLK'G fB " S FTC. W/�5 BAR � 12" O.C, 1- - --� BETWEEN STUDS 6 BETWEEN STUDS wqIir 2 E A, WAY. TOP � SOT, 6 E A. WAY. TOP BOT, _ _ I I ! I NOTE I-- II NOTE I-- -1 1 PROJECT No. I INDICATES SHEAR WALLS FROM I I INDICATES SHEAR WALLS FROM I I 9 l0 2001026.00 FOUNDATION TO SECOND FLOOR I 9 10 [FOUNDATION TO SECOND FLOOR I I 54.1 PRECAST CONC. .,..�; .,..r _ .-,s., __,_- .r _, :_,__ , _=_.•= 54.1 54.1 54.1 I ( STRAIR TREADS L____ J STAIR TREADS . I I sEE ARCH. DRAWING TITLE L__ J UNIT PLANS 1 UNITS BS-- 1 & BS-2 LEVELS1 & 2 LEVEL -1 FOUNDATION PLAN LEVEL -2 FRAMING PLAN LEVEL -1 FOUNDATION PLAN LEVEL -2 FRAMING PLAN SCALE: 1/4"=1'-0' SCALE 1/4"mil'-0" UNIT BS-1 SCALE 1/4"-1'-0" UNIT BS-1 SCALE 1/4"4-0" UNIT BS-2 SCALE 1/4"�1'-O" UNIT BS-2 SHEET No. W . cal S201. 1. E-I A 1 C) c) • %IJw E LW1111114L1VED CC ai11&WMA 1113014 il. an rlai161f nsattrram. OW. W MS ri WLALLI r I I/1t4.WQ'. punmaa iid1. Vrist.aa■ aucttt 'watt cet LOU . Plan Notes 1 _ -„ , µ 4 e € mss'a .-a--x: ']a-�a'. �e.'� 1. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. .-. . • .� _ems - Y . 2. DETAILS ON TI :ESE PLANS ARE INTENDED TO DEPICT THE GENERAL GONE 1 frUCTIGN METHODS FOR THIS STRUCTURE. CONNECTIONS, DETAILS AND CONDITIONS NOT .• � �. _ SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL ���, ; err � .� �_ � �-� � BE ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF D ,,, ..�'....4---4'r =*. DETAILS ARE ENCOUNTERED, NOTIFY THE ARCHITECT / ENGINEER FOR THE .�..., ' ;- i CLARIFICATION IN A TIMELY MANNER PRIOR TO BID OPENING. - � �a r � �" �1 � � * 3. INDICATES SHEAR WALL TYPE, SEE SHEAR WALL SCHEDULE. ' r INDICATES I-IOLDDOWN TYPE, SEE HOLDDOULIN SCHEDULE. - W 4. = INDICATES 2x WOG STUD WA L L_ _:$' i �- � y i ,t �- � -' 5. INDICATES 2x WOOD SW 5HEAR WALL 6. STEP FOOTING IF REQUIRED PER DETAIL 5/54.1 �� � �- �,�� =� ��.�. 1;: q X Z. PROVIDE 6' (MINIMUM) C U,4-4ED ROCK WITH VAPOR BARRIER OVER AND 2' OF SAND -` UNDER ALL CONCRETE SLABS ON GRADE. ,':x Y 8_ ALL TOP E. SPLICES SHALL BE AS SHOWN ON DETAIL 10/542 UN.O. ON PLANS. 1 -- Y .::; vim '. ' GGLO 1 Architecture and Interior Design Limited liability Company _ 1301 First Avenue, Suite 301 Seattle, Washington 98101-2074 Phone: (206) 467-5828 Fax: (206) 467-0627 z . 3_ .� -, Y w - ' - - � zilt 6969 S.W. HAMPTON STREET , �� 'AGM,CCECON 97223 I (E0 3)624-7005 FAX 624-9770 = italit:51t - t � 231 S/S�.,ALE-lUi1SE LOU S. 1J1:1 �D,G 97701 (y4 383- 28 FAX 383-7696 4' THICK PATIO SLAB 4' THICK PATIO SLAB:II - C- . z ,_x._ -, : -..;. -. - '' li 18"x18"x12' SQ. FTG. W/ 12' WIDE x 16" DEEP I 4x4 POST W/SIMP. ( I 18'x18"x12" SQ. FTG. W/ 12" WIDE x 16" DEEP 4x4 POST W/SIMP, LU626 TYP. 1 1 W/(2)-*4 BARS i LUS26 TYP. I I W/(2)-*4 BARS 1 i THICKENED EDGE. PE) POST BASE a0 DECK EACH WAY # EACH WAY THICKENED EDGE. PS POST B SE o DECK REINF, W/ (21- 4 TOP REINF. W/ (2)-*4 TOP ✓ , r DFL *1 4x10 - r -I �- DFL *1 4x10 I ® E 1x4 DiAG_ BRACE ALONG '� I 13 I E 1x4 DIAL. BRACE ALONG -1 1.- (-' £ i 4; vim.= .. >2i:;- k_�v'_'- �Zc` •_'k+.._' '.;.'C --#.F'=Si2�i> -+`,.e:dS'= _...`y1J-a..[ .- L J 10 I 1 I f / \ 1 I L I 10 I 1 BOTTOM OF JOISTS, NAIL TO / \ I BOTTOM OF JOISTS, NAIL TO / \ ALL FRAMING W/l21 lmd MIN. \ E I ALL FRAMING W/(2) lPd MIN_ /6 16" O i / 9 16 }.. 1 10 r- - - - - -� . x \ 1 10 r- - - - - -_I \\ I � PROF` i I I I 2x6 LEDGER W/1/ '�x5' LAG \ I ' ( I I 2x6 LEDGER W/1Y2'4x5' LAG- '� `4c4 54.1 I I z \ 54.1 I i \ �g �yc3 I h �p _ _ - - - J ( BOLTS � 24' O.C. INTO \ L - - _ _ -1_1 I i 80LT5 � 24 O.C. INTO \ • SOLID, FRAMING \ �. - - - ( SOLID FRAMING J L\ 2 J Q 47 - rY z `saw /1t �� -- _i - - - _ _ _.-. v. --. __ - - 4x10 4X8 r 4x10 V �° 4x8 -1 �.� l ./...411, T 1 I -i I-_ 1 I ] I I , 9 y '• !� I 3'-0"x4'-0'x12' 3'-0"x4'-0'x12' I I 3'-0'x4'-0"x12' 3'-0"x4'-0'x12' 1 '' 99 FTG. W/ (4)- *4 FTG. W/ (4)- *4 I I 1- I FTG. W/ (4)- *4 FTG W/ (4)- *4 tl 1- I �l��1 DUO'S' BARS EA WAY BARS EA WAY I I ±t= ( BARS EA WAY BARS EA WAY I I SIMPSON_ ../ I I I e= I SIMPSON I I 1_L16210 '� I 12-31.431 LUS210 a uy FLOOR -x-"I I I I I I FLOOR cv 1 1 I I 1 I I FRAMING ' i U' I I I I = FRAMING ' I I r ; I I 1 1 r I i I o ry 0. 2'-0' SQ. x 12' DEEP � ,�I `� tai X (C)S1 I 1� {---� G � .t:1 � 8 � i W/(2) *4 BAR EA. WAY 542 I �► I M i 10 ;, 54.2 54.3 I i 1 _ I J 1 I 2'-m' WIDE x 12' DEEP L I I r - - - - - - - - , y I I Ak ' FTG. W/"5 BAR a 12' O.G. I �-°- I 5�!.2 - I LA. 'w:vY. TO° Bv,T ) I I I 54.2 : _ ��.` _ ® _ -_..4 (3) 2x4 POST lit,,, I I ,�� - f i NOOK TO OT. ONG. , P B L t I I I- -1 . RE1NF. INTO STEM WALL �i I 1 I I - r: I I FOOTItT� - m C- ` _. ® - I I _ I , r -°I r' I A;_IGN JOIST ABOVE W/ r I 1.� _ _ I 2'-0' WIDE x 12" DEEP I I I I SHEAR WALL BELOW Y U F_: I U LAP JOIST 12' 4 NAIL I ` I FTG. W/(2) *5 BAR LONG. 4. I I I I I NAIL FLOOR TO JOIST Tow h o e s 1 0 I I o LAP W/(20) 16d NAiLt I V - L I 1 X I I I *5 12" o.C. TRANS. HOOK I `'I I x I W/10d z' 6 O.C.) '"_ I N k I I I LONG. BAR INTO STEM WALL 4 c4 . - L. �' ALIGN JOIST OVER I FOOTING - 6xi2 DF*i UNDER �- _° - :,' r„g a'� ".'t .,- .1-- "}tea -'�'ca4 "-- -- mow'° iy -ti �.. a® ®�s _k.,, - -..._-. -.... y _.--.-_. � -,f...n__y. _...�. _�__r,.. ® - ®.o�- - - 1` a. �-- I °--_k _ ALIGN JOIST ABOVE W/ c I E-ZR tif41 C'1 cLGW --I LAP Jai ii- 12 4 NAIL I �_ ._.. SI,HEAR WALL ABOVE J _ ::I I { TGCsETN� W/(20) I S4-(EAR WALL BELOW II I I I I Y r (- -I r - , 1 1 16d NAIE6 I NAIL FLOOR TO JOIST TYP. I - TYP. L _ _® , • n , I S ° - W/10d 'a b O_C_) I AI c0 15 L _ --.. 54.1 I 54,3 54.1 S4.2 x Tigard, Oregon 4x4 POST A I =I 1 1 (2) 2X12 I A ► 1 C2) 2x12 g 54.1 © I I ,_ " " z _ ......8 for c!� x _ UNDER POST ABOVE _Y_ 0 1 6 SQx1O� UNDER POST ABOVE 0 - Ali FTG_ W/ (21-*4 © _ . �� d�� JOIST _ 1--®- 1 i- gv es L.L.C.1 ..V \`\ EA. WAY 54,2 SIMPSON 54.2 Brownstone Homes, L.L C I I 1 HUS22-2TF - 1 54.3 i I L DBL - I = � �I W4-1ERE i'� '- WI-ERE I w 15 I r -1 APPLICABLE _ a :7 JOIST -1 APPLICABLE 3 �: w I I , _. TYP. ( I 6 .�. q_ TYP. _ DRAWING ISSUES: DATE: 1 54.2 0 4 s4.1 I 542 o a 54.1 I I I °I I I 54.3 I i 1. DESfCu�l DEVELOPMENT �/9/®1 WHERE `n co I I I A - x4 POST WHERE `o `o (_._ I x A 2x12 STAIR STRINGERS •PPLICABLE I i W/ EPC APPLICABLE f I - ` SIMPSON SIMPSON 2. DESIGN DEVELOPMENT- ROUND 2 7/18/2 I 0 SIMPSON SIMPSON 0 I TYP. (NOT SHOWN) 1 LU8210-2 LUS210 COL. CAP LUS210-2 LUS210 ,: 5 II I 3. PERMIT SET 9/6/01 54.1 ILS4'1■1111;- OPEN 1- TI -� �- OPEN - S{M., . ,. ;- SIM. - - c I I I i �r� " I I ► I .r� 5. 1 ( 4° GONG. SLAB I rf''3 i 4 GONG. SLAB I I x., I I _ I (2) '2x12 I -�A ON GRADE : ON GR DE I�I 6. 2 2x1 I 1 O 0 D.F. (2) 2x10 D F. ' I (- -I (-� -1 -1 n -1 c r --I -�-� <1 i �_ -- - -�r_. _..., ------_.� I 2x12 STAIR STRINGERS ":I I s 1 L_ J I cn TYP. (NOT 54-!OWN) t I L _J I co t - I 1 I -YP. I I fQ Z 12 I I=.I 1 I_.- In 2 12 I 9. l 54.1 I Ca 0 \b O,G. I _ I 1 0 1(0' O G" ,.'.r _ 541 _ 1 {r TYP. a 1 TYP. S - I o 2x6 'a� 12' O.C. 0 g 2x6 12 O.C. , t -, ENTRY LANDING B -� I h ENTRY LANDING 10. I IM S 54.2 6 ct S1l"1PSON S4 2 6 _ S P ON I I , I rt I I J i L �- - - - - - � MST48 m L -._ L _ _ - - _. � I MST48 i� _ 1 11. L � SIM STRP SM J L J L J L J L J L_J 84s, DATEF RESiONS- .. _. _. ... � -- .-�i`���-.�......-��-. �za -"_. .. -_ -.. .:: .._- .�-.�.+�-1 :�s��..ter-•:�- _ w�-z�".�-_.=,;�;""r..:_ _. _ _ - �v � � ` � _ � - - - --I I DF*1- m® I r1 r1 r1 r1 l- � _ - DF*1 I rI I I + 1 I I #9' SIMPSON CS':6 9 9 LI I -9 SIMPSON C5:6 9 9 I I G01 L STRAP TO DOOR " I I COIL STRAP TO DOOR i 2'-6' WIDE x 12' DEEP GONT. 1 1 1 I 2 -6 WIDE x 12 DEEP CONT. S4.1 I 54.2 I HEADER AND 2x6 BLK'G B FTG. W/*5 BAR a 12" O.C, B L 54.1 - - _J 54.2 I HEADER AND 2x6 BLK'G E_ B FTG W/*5 BAR 0 12' O.G. B L -. - - J 2 EA. WAY. TOP 4 SOT. 6 BETWEEN STUDS \ 2 EA. WAY. TOP 4 SOT. 6 s BETWEEN STUDS I I1 t-___w - .3 NOTE I- - NOTE I- _ - -1 I ! I PROJECT No. INDICATES SHEAR WALLS FROM I I INDICATES SPEAR WALLS FROM I I 10 2001 026.00 Lk FOUNDATION TO SECOND FLOOR I I 9 10 FOUNDATION TO SECOND FLOOR I PRECAST CONC. 54.1 - PRECAST CONC. r,--�;.� - ,. �.����:��.:_�����. :v�,.mss .� 54.1 I I S4,1 I I 54.1 STAIR TREADS - STAIR TREADS I I SEE ARCH. I I = SEE ARCH. DRAWING TITLE . UNIT PLANS 1 UNITS BS-3 & BS-4 LEVELS 1 & 2 LEVEL -1 FOUNDATION - FRAMING LEVEL -1 FOUNDATION PLAN LEVEL -2 FRAMING PLAN! SCALE:PLAN LEVEL 2 SCALE 1/4"-1'-0" UNIT BS-3 SCALE 1/4"="1'-0" UNIT BS-3 SCALE 1/4"=l'-0" UNIT BS-4 SCALE 1/4"-1'-0" UNIT BS-4 SHEET No. cli S 2 S2012 .,4 E--. d . - H H O O t1, A, --. - = _ b._ , ,wa.__ : t.uaatst,avaM a wuroatin 1P,CmIliall. Au llama r srvtaa. taus w pa rupilmitamu awLuus jialnuizatuat. ursai"":.i at.tvol, alms a. - - -- i I , --- ___ PlanNotes x,,.... ,....„„... „,...„,,,„„ ..'.*--S,46-:-%,L-,.:- --- • I. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. _ F - 2. DETAILS ON TI-IESE PLANS ARE INTENDED TO DEPICT THE GENERAL CONSTRUCTION _ METHODS FOR TH(S STRICTURE. CONNECTIONS, DETAILS AND CONDITIONS NOT -, - SPECIFICALLY SHOWN THAT ARE SIMILAR TO TI-105E THAT ARE SPECIFIED SHALL = BE ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF 4 - �-� - DETAILS ARE ENCOUNTERED, NOTIFY THE ARCHITECT / ENGINEER FOR TI-4E , , CLARIFICATION IN A TIMELY MANNER PRIOR TO BID OPENING. - �="a -: --, r 4 3. INDICATES SHEAR WALL TYPE, SEE SHEAR WALL SCHEDULE. � r r , Npir � �1- � INDICATES NOLDDOWN TYPE, SEE I-4OLDDOWN SCHEDULE. . , -x � `. - � - ,- ,°, 4. © INDICATES 2x WOOD STUD WALL. �� - 5. INDICATES 2x WOW STUD SHEAR WALL. � �" ' � �gym, ` 6. STEP FOOTING IF REQUIRED PER DETAIL 5154.1 �` :-..`�' . I. PROVIDE 6' (MINIMUM) CRUSHED ROCK WITH VAPOR BARRIER OVER AND 2' OF SAND ' Y . UNDER ALL CONCRETE SLABS ON GRADE. , -_ 4 _ �:` 8. ALL TOP IE. SPLICES SHALL BE AS SHOWN ON DETAIL 10/54.2 U.N.O. ON PLANS. I E � `- -Nt)::::.-:4-6,-..071 G G L 0 Architecture and Interior Design Limited Liability Company 1301 First Avenue, Suite 301 Seattle, Washington 98101-2074 Phone: (206) 467-5828 - Fax: (206) 467-0627 �° 0 - 6969 S.W.HAMPTON STREET - 4 � ;, • ,ORE-GCN 97223 t� (503)624-7005 FAX 624-9770 - , -- .i. ,_____,___________,,.„,_______ ::::cott opt _ _______ ...._ .• 8 S 2 SQ. FTC. 18"x18'x12" SQ. FTC. _ 231 SW S�:ALE LOOP BEETS I1' W/(2)-*4 BARS W/(2)-*4 BARS 13�D,OGON 97102 EACH WAY EACH-4 WAYi (27 383-5828 FAX 383-7696 � - 4" THICK PATIO SLAB I 4" TN(GK PATIO SLAB 4x4 POST 4x4 P087 � � - _ i W/ 12' WIDE x 16' DEEP 4x4 POST 4x4 POST I W/ 12' WIDE x 16' DEEP TI-11CKENED EDGE. LUS26 TYP. THICKENED EDGE. i LU14 TYP. * a DECK REINF. W/ (2)-*4 TOP E I- -I a DECK j RE INF. W/ t2)- 4 TOP {� (~ DF *1 4x10 DF�1 4x10 - i I ® I 1x4 DIAL. BRACE ALONG -IF -I I ® I I 1x4 D 1 AG. BRACE ALONG -i f L_ _I L _ I BOTTOM OF JOISTS, NAIL TO / L -� L _ � / / \ BOTTOM OF JOISTv NAIL TO / \ ' ALL FRAMING W/(2) 10d MIN. * p, ALL FRAMING W/(2) 10d MIN. //6 \6* p. ' E E Jny xb s 16 E �xb - • ■ . 1 r --i 1 F9 PR 0 TYP 10 2x6 LEDGER W/1/ '�x5' LAG \ 1 , TYP r 10 2x6 LEDGER W/''2' x5' -Ni AG \ Fs�p 54.1 I ( \ I I e` air 5 BOLTS a 24 O_C. INTO S41 BOLTS 24 O.C. INTO 22 � O. L - - ., J \ - _._ __ _. J \ y SOLID I1D FRAMING J L\ __ i �1 SOLID FRAM NG /J L J L\\ _141 ji ens teriOSArare OW-- 4x10 L 4x8 -.- �__ I ®- 4x10 4x8 -- // r , I I I NAIL STRAP r ^ _ _ 1 I i [ 1 NAIL STRAP K� cis' 3'-0'x4'-0"x12° TO RIM = ( J L TO RIM 9 '1. - * r J L - 3'-0'x4'-0"x12' r ---� '' q� y 25 ,� FTC. W/ (4) 4 1 i f I; FIG. W/ (4)- *4 - f 4; '� + BARS EA WAY I I I I 4x6 POST a Y I BARS i:,� WAY I I I ( 4x6 POST a Z D1 I i I 4 SIMPSON `'' � HEADER =: L� + 4 sIMPSON HEADER 352-3i-Cat i;'` { 54.2 I LUS210 a c,t + \ FLOOR x .r♦ I I + \ 54.2 I FLOOR a x .56% I L _ F�AMlN `i +6 _ I i - 1 F:'AMINE 6 I U 3 I U Allk 0 I O W2'20* SQ. x 12' DEEP 3'-0"x3'-O*xI2" FTC. I t I Q x 542 �--3 3'-ID'x3'-0"x12' FTC. I �� 54.2 ( 4 BAR EA. WAY I * I r W/ (3)- 4 BARS I ( W/ (3)- 4 BARS I i I - EA. WAY ( I (3) 2x4 POST I EA. WAY I I 41 it;1 15- -1 I ` 2 ! �l I ' 1 . 541 ! I t' - - - - --i Quail liollow I (� ( L� -- 54.2 I I - - -- 0 54.1 i 2'-0° SQ. x 121 DEEP 54.2 H A. ' WHERE 1 ' W/(2) *4 BAR EA. WAY WHERE W4-SERE, ( r-- - 'w;;EP.E : I / APPLICABLE + I `' A+i APPLICABLEI ' / APPLICABLE i I (3) 2x4 POST +� I Iol P°LICABLEf I I + I I x I Q` TYP. � $ ' _ I 1 a 15 • 2 TYP. --� C - ._ 4 2 a -_ . .- ,°�° .- �.. . _ ., _`.‘ Igir,--) 5� L _1 '_ 1 _ _ L r:=:J U I r- S ' L 'trJ f 0 -°� �- N i'T o! x 0 II J L_ ( 15' of s1MP. CS16 I 2L6 -, Ii x �-- (i1 - =-.1 15' OF siMP. C516 - 11151-11‘- 6x121 DF*1 UNDER j qFy�.-3, K -s_r. �x,-r y�e - 3 s�b3 - _ l: ° - I" L _ L ION JOIST UNIR_-- � � J COIL STRAP ON � �. -1 f-" '�O L STRAP CAN r-- k � �� - � .- - --- -�- --� TOP FLOOR NAILED L _ - - - _ - - - - - -I i TO BLK'C� BTWN. j NAIL STRAP --' , !_ ® ®d® _ - ® J tm® - - J TO R11 1 -'FLOOR JOISTS I ( I FLOOR JOISTS - .� TO RIM r- --- � OT5T-o-vER "--1 I .4 _- I I 77.1 S -xI xd 0 - - - 8 SHEARL WALL BELblb _X 4x4 POST 1 xl 8 . 3 i 1 21-01 WIDEx12" DEEP \I\\ _ - r , 1 I _ s4.3 (2) 2X12 S43 (2) 2x12 L__ ® -°_._ m Tigard, Oregon w for FTC. W/(2) *5 BAR LONG. #. ....._ 34] *5 a 12' O.C. TRANS. 1-400K 84.1 -- UNDER POST ABOVE i + 2'-0' WIDE x f2' DEEP + L _ UNDER POST ABOVE f-' JOIST Ai F 1 : LONG. BAR INTO STEM WALL I 6 TG. W/(2) *5 BAR LONG. . F,i �'' Brownstone Homes, L.L.C. s1MPSON FOOTING m I *5 a 12' O.C. TRANS. HOOK I 4'-6' SQ.x10' HU5212-2TF I I c:: S43 �ONG. BAR INTO STEM WALL FTC. W/ C2) 4 �r f JOIST tar: R --.� _ .._ 8- . - S A 1:= 15 3;' 2x12 STAIR STRINGERS A ��- ( FOOTINtz + EA. WAY ; I (7,-1 �O 0 I I r ': 541 0_- __ .� TYP. (NO, s1-IGWN) 0 , � , �r DRAPING ISSUES: DATI m 1 I I : I (- -1 : 54.1 w I 1 - I Ills- I 54.1 54.3 D D •-' r9r I 1 0 BLOCK BETWEEN .4 0 -. BLOCK BETWEEN I STUDS aSTRAP -1-I I I STUDS a STRAP Q iG e 0-7E - R•, r,Sr 54.1 I I H •x4 POST lir Ve i 15 OF SIMP. C516 i}; ' ► 15 OF SIMP. GS16 3 rJ 1 '� i orb,c y J -4 COIL STRAP _ e� �/ EPC lj COIL STRAP ' 54.1 COL. CAP ,... I A OPEN ( SiMPSON SIMPSON - S IMPSON S IMPSON - � I I 1f Lu8210 LU5210-2 `�' I I I 54.1 LU5240 LU821.0-2 - - i; �^ f i OPEN x ig 4` GONG. SLAB 4 CONC. SLAB --I --I t:r 6 -` (2) 2x12 (2) 2x10 DF. (2) 2x12 (2) 2x10 DF. ION GRADE .x_._ _ 1 O GRADE ) _ f -]I !- -1 f- -1 (- -1 (� __ it (- -l -] Y- -1 f • :` © N 0 I TYP. (Nor SHOWN) o o I o s. t O I _A a 2 " 6. �•r Q 20:170.c. , ,.r , 9. a I TYP. a B a fro. OG. 2x6 a 12 O.C. a TYP. g B a f 2x6 a 12 O.C, a 0. 6 1 ENTRY LANDING �, SII„li SON I ENTRY LANDING '` 54.2 S IMF'SON ,> t 54.2 i L- _J L - _ - - - _j MST48 6 L. L J MST48 I STRAP - STRAP I PI I. .- - -- I JLJi 1LJLJLJL 84.3 SIM. - �- 1 - J �JLJi4xiLJLJLJLJ 343 S1M. _ - _ ,. r_ _ - .... . - 6x10 DFL *1 .J L 4x6 J :� :. FL ..e- _� t a �: T. a_T._- _ REVISIO�i DATE: �..- _ .. a» ke tea,, �' DX I + e I 9 4' '° I11 I t9' SIMPSON C516 I GJ I 9 I 4 6. _ L� I I t9' SIMPSON C516 { COIL STRAP TO DOOR I COIL STRAP TO DOOR 2'-6' WIDE x 12' DEEP CONT_ 54.1 642 2'-6' WIDE x 12' DEEP CGNT. 54_1 542 I I HEADER AND 2x6 BLK'G -- B B I HEADER AND 2x6 BLK G B B ›,41,0 -----' - Fir-1 FTC. W/*5 BAR a 12' G.C. L _.. _ J - I FTC. W/*5 BAR a 12' O.C. L - _ J ' 2 EA. WAY. TOP * BOT. 6 BETWEEN STUDS 2 EA. WAY. TOP 4 SOT. 6 3 BETWEEN STUDS 54.3 -- -- -- 54.3 - ® --- NOTE '1 INDICATES �1-; � NOTE r- - - -1 � PROJECT No. EAR WALLS FROM I I INDICATES SHEAR WALLS FROM { I FOUNDATION TO SECOND FLOOR I `3 10 FOUNDATION TO SECOND FLOOR I 9 l0 2001026.00 a. _- __« �. msµ_. } F 54.1 PRECAST GONG. 54.i 54.1 PR_.GAST CON(. _ a ry_. _ - t .n _ = __ I I 54.1 STAIR TREADS I I I I I - SEE ARCH. I I s�Et ARR�ADS DRAWING TITLE L __ _ I - L_ _ _ _..! - UNIT PLANS I UNITS CS -2 & CS- LEVELS 1 & 2 LEVEL -1 FOUNDATION PLAN LEVEL -2 FRAMING PLAN LEVEL -1 FOUNDATION PLAN LEVEL -2 FRAMING PLAN SCALE: 1/4': SCALE 1/4"=1'-0" UNIT CS-2 SCALE 1/4 11=1'-0" UNIT CS-2 SCALE 1/4":1J-0" UNIT CS-3 SCALE 1/4"=1'-0" UNIT CS-3 SHEET No. S 2 . I_ 3 .. GGLO ARCHITECTURE Sc INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". ABBREVIATIONS MAT iAL LEEN ZONING CODE ANALYSIS PROJECT DATA t2RA> JNS INE>.D A L A ANCHOR DOLT Ft LONG SHEET �. DR/1WING TITLE SCALE B RBOL L LE L - ACOUS ACOUSttCAL LAM LAMINATE(D) ZONE: R4.5 LOCATION: SOUTH OF TI-4E INTERSECTION ADM. ADDITIONAL LAU LAUNDRY LARGE SCALE ATTACHED SINGLE-FAMILY UNITS OF SW C-�REENFIELD DR11�E A00.00 COVER SHEET PERMITTED CONDITIONALLY AND SW GAARDE STREET. ADJ ADJUSTABLE LAv LAVATORY I *� SECTIONS A00.01 not to scale AS AN APPROVED PLANNED DEVELOPMENT TIGARD, OREGON PROJECT INFORMATION AFF ABOVE FINISH FLOOR LB POUND . A00.10 GENERAL NOTES not to s/ale ALT ALTERNATE LOC LOCATION CONCRETE 4.' 0 0:• LOT SIZE: SINGLE-FAMILY ,ATTACHED RESIDENTIAL UNITS LEGAL LOCATION: IN THE NE 1/4 4 SE 1/4 OF SECTION 4, APPROX APPROXIMATE LR LIVING RooM CAST-iN-PLACE 4 PERMITTED AT ONE DWELLING PER LOT WITH TOWNSHIP 2 SOUTH RANGE 1 WEST OF THE A00.20 ASSEMBLIES not to scale APT APARTMENT LRG LARGE NO MORE THAN FIVE ATTACHED UNITS iN ONE WILLAMETTE MERIDIAN, IN THE COUNTY A10.00 SITE PLAN I" = 30'-0" ARCH ARCHITECT(URAL) Lt LIGHT GROUPING. (CUP/PUD) OF WASHINGTON, IN THE STATE OF OREGON. AVE AVENUE LTG LIGHTING EARTH _11-mi,•III_IIIII_ ," ",,, „", „"' MINIMUM LOT WiDTH: N/A PROJECT DESCRIPTION: 64 ROWHOUSE UNITS A20.01 UNIT PLANS, UNIT A-N, LEVELS I, 2, 4 3 1/4" = I'-O" 8 M A20.02 UNIT PLANS, UNIT A-S, LEVELS I, 2, 3 1/4" = I'-O" 80 BOARD MAS MASONRY GRANULAR FILL '• • - moo - - •• BITMM BITUMINOUS MAIL MATERIAL o(�;o•;•.;o(�;o4 MAXIMUM LOT COVERAGE: N/A LOT AREA: 114,298 SF A20.03 UNIT PLANS, UNIT B-N, LEVELS I, 2, 4 3 1/4" = I'-0" BLDG BUILDING MAX MAXIMUM A2004 UNIT PLANS, UNIT B-5, kEVELS I, 2, 4 3 1/4" = 1'-0" �/ � MINIMUM FRONT SETBACKS: 20 FEET BLKG BLOCKING MBR MASTER BEDROOM METAL A20.05 UNIT PLANS, UNIT G-S, LEVELS I, 2, :i 3 1/4" = I'-0" BLVD BOULEVARD MC MEDICINE CABINET SIDE FACING STREET A20.Ob UNIT PLANS, UNIT GSB, LEVELS I, 2, 4 3 1/4" = I'-O" BM BEAM MECH MECHANICAL CONTINUOUS ON CORNER E THROUGH LOTS 15 FEET A20.01 UNIT PLANS, UNIT D-5, LEVELS I, 2, 4 3 I/4" = 1'-0" MB BO BOTTOM of ME MEMBRANE SIDE YARD 5 FEET 130T BOTTOM MET METAL ROUGH FRAMING REAR YARD 15 FEET A20.08 UNIT PLANS, OPTIONS FOR LEVEL I 1/4 = 11-0" BR BEDROOM MEZZ MEZZANINE 1/4" = �� DISTANCE BETW PROP LINE A20.OQ UNIT PLANS, OPTIONS 1=0R LEVEL I I/4 - I -O BSMT : UOOF ASEMENT MFR MANUFACTURE(R) BLOCKING AND FRONT OF GARAGE 20 FEET I N A20.I0 UNIT PLANS, OPTIONS FOR LEVEL I 1/4" = I'-O" MINUTE C MISC MISCELLANEOUS MAXIMUM HEIGHT 30 FEET A20.II UNIT PLANS, OPTIONS FOR LEVEL I 1/4" = I'-O" GGLO CAB CABINET MO MASONRY OPENING PLYWOOD r?- -== MEASURED TO MIDPOINT OF „ _ Nr=;��4�A A20.12 UNIT PLANS, OPTIONS FOR LEVEL 3 1/4" l'-0" Architecture and Interior D si Design CALCLATION MULT MULTIPLE HIGHEST GABLE OR HiP Limited Liability Company CB caTCH BASIN N A21.01 DOOR 4 WINDOW SGAEDULES, ROOF VENT GALL not to scale 1301 First Avenue, Suite 301 cIP CAST-IN-PLACE (CONCRETE) N NORTH FINISHED WOOD 1,1,111,1 PARKING SPACE Seattle, Washington 98101-2074 CL CENTERLINE NA NOT APPLICABLE STANDARD 8.5 X 1$.5 g CLG CEILING NIC NOT IN CONTRACT COMPACT 1.5' X 16.5' A30.OIA BLDGS I, 2, 4 b, LE�ELS I, 2, 3 4 ROOF PLAN I/8" = I'-O" Fax: (206)(206) -0627 8 Fax: (208) 467-0627 CLR CLEAR NO NUMBER GLASS MINIMUM PARKING NOM NOMINAL A30.OIB BLDGS 14 2 ELEVA IONS I/8 - 11-0" cMU CONCRETE MASONRY UNIT INAL 2 BEDROOM 1.5 I DU A30.OIG BLDG 6 ELEVATIONS' I/8" =- I -O„ CO CLEAN OUT NTS NOT TO SCALE ---------- 3 BEDROOM 1.75 /DU A�COL COLUMN O ►•••••••••••••••••••••i RIGID INSULATION ••••••••••CONC CONCRETE oc oN CENTER '�'•'•'�'•'•'•'•'•'�'� A30.03A BLDG 3 LEVEL I PL N LEVEL 2 PLAN I/8” = I'-O" `s. ' c+l 1 CONT CONTINUOUS OD OUTSIDE DIAMETER A30.03B BLDG 3, LEVEL 3 PLAN, ROOF PLAN I/8 = I -O CONTR C=cNLr) OFF OFFICE BATT INSULATION VA' " "1 COORD C oPNG OPENING - - -�•,• � • A30.03G BLDG 3 ELEVATIONS z I/8" = I'-O" -�_ • sYTIN O`:' A-SMITH CORR CORRIDOR OPP OPPOSITE r !/ - f �, _ '+ATTIE, �SNINGTON CPT CARPET(ED) ORD OVERFLOW ROOF DRAIN GUJI=3 A30.04A BLDG 4, LEVELS I, 2, 4 ROOF PLAN I/8 I O GSM CASEMENT OVHD OVERHEAD CT CERAMIC TILE A30.048 BLDG 4 ELEVATIONS I/8" = I'-O" chib x`5/®2. ct. RAM L P `. ,�, 053 D PED PEDESTAL O A30.05A I = OF D DRYER DEEP PEW PERFORATED BLDG 5, LEVEL I PLAN; LEVEL 2 PLAN /8 I O DEMO DEMOLISH,DEMOLITION PERiM PERIMETER SYMBOL LEGEND A30.05B BLDG 5, LEVEL 3 PLAN, ROOF PLAN I/8 = I -O DEPT DEPARTMENT PERM PERMANENT A30.05G BLDG 5 ELEVATIONS I/8 = I -O DET DETAIL PERP PERPENDICULAR See drawings for additional symbol legends. DF DRINKING FOUNTAIN PL PROPERTY LiNE DIAM DIAMETER PLAN PLASTIC LAMINATE A30.01A BLDGS 1 $ 8 LEVELS 1, 2, 3 4 ROOF PLAN I/8 = I -O DiM DIMENSION PLWD PLYWOOD A30.01B BLDGS 1 4 8 ELEVATIONS I/8" = I'-O" 1-0 DN DOWN PR PAIR DOOR NUMBER ELEVATION POINT OR DO DITTO PRCST PRECAST CONTROL JOINT A30.OaA BLDG 1, LEVEL I PLAN, LEVEL 2 PLAN 1/8" = 1'-0" DR DINING ROOM,DOOR PREFAB PREFABRICATED ,Z REVISION DS DOWNSPOUT PRELIM PRELIMINARY © SMOKE DETECTOR A30.OaB BLDG 1, LEVEL 3 PLAN, ROOF PLAN I/8" = I O DW DISHWASHER PRKG PARKING A30.O1G BLDG 1 ELEVATIONS I/8 = l'-0" DWG DRAWING PROJ PROJECT O WiNDOW TYPE 1,1111-1 DOMESTIC WATER HEATER PROP PROPERTY C I ING VE NTS VICINITY MAP „ _ , „ DWR DRAWER PSI POUNDS PER SQUARE INCH A30.IOA BLDG 10, LEVEL 1 PLAN, LEVEL 2 PLAN I/8 - l'-0 E PT POST-TENSIONED �'�� NEW OR EXISTING C.<1 EXIT SIGN A30.IOB BLDG 10, LEVEL 3 PLAN, ROOF PLAN 1/8" = I'-O" SPOT ELEVATION c W/ DIRECTIONAL INDICATION E EAST PT PRESSURE TREATED A30.10G BLDG 10 ELEVATIONS I/8„ =- I -O„ EA EACH PYMT PAVEMENT :. .._._. ..._---- EIFS EXTERIOR INSULATION AND R X DETAIL SECTION EMERGENCY LIGHTING A30.IIA BLDG 18” = I'_O° FINISH SYSTEM R RISER ® BL G I I, LEVEL I, 2, 3 ff ROOF PLANS / EL ELEVATION RAD RADIUS a PIPE EXTINGUISHER +' � A30.1113 BLDG II ELEVATIONS ro l/8” = I'-O" ELEC ELECTRIC(AL) RC RESILIENT CHANNEL o a Lil . ua ll Hollow. DOWN SPOUT DS �- ELEV ELEVATOR RCP REFLECTED CEILING PLAN _ > 12A - - A30. BLDG 12, LEVEL 1 PLAN, LEVEL 2 PLAN 1/8 I O ENCL ENCLOSE (URE) RD ROOF DRAIN ,�Q, 2 INTERIOR OR EXTERIOR THROUGH-WALL VENTILATOR o v) Q BLDG �� = �- �� " South ELEVATION ADO.t� SLOG 12, LEVEL 3 PLAN, ROOF PLAN I/8 = ( O lNC ) < EQ EQUAL REF REFER E E \/ O � A30.I2G BLDG 12 ELEVATIONS Ill EQUIP EQUIF'MENt REFR REFRIGERATOR LEVEL CHANGE SW Walnut St ESMt EASEMENT REINF REINFORCE(D),(ING) \ Townhornes EST ESTIMATE (D) RECD REQUIRED W3 WALL/FLOOR/ROOF TYPE ; EW EACH WAY RESID RESIDENTIAL EXHAUST FAN < ' A30.I3A BLDG 13, LEVEL 1 PLAN, LEVEL 2 PLAN I/8" = I'-O" A30.138 BLDG 13, LEVEL 3 PLAN, ROOF PLAN 1/8" = 1'-0" EXH EXHAUST RESiL RESILIENT 3 BUILDING NUMBER H RECESSED HEAT LAMP EXPANSION REY REVISION lS) REVISED o � n A30.13G BLDG 13 ELEVATIONS I/8" = I'-O" EXP ,� ,�,�.,� EXST EXISTING RFG ROOFING N EXt EXTERIOR RM ROOM © ® RE G SSE CEILING MOUNTED D EXHAUST VENT a) A50.10 TOT LTO i _ �F RC, ROUG H OPENING - SECTION Q . Tigard, Oregon FAG FACTORY 5 Iii tOt CZ. A-10.10 BUILDING SECTIONS I/8" = I'-0" for Brownstone Homes, L.L.C. FAM FLUID APPLIED MEMBRANE S SOUTH ro FCIO FURNISHED BY CONTRACTOR* SCHED SCHEDULE iNST Y 5 STORM DRAIN INSTALLED B OWNER D l.�-. v� A80.01 DETAILS VARIES SW Gaarde St A80.02 DETAILS VARIES FD FLOOR DRAIN SF SQUARE FOOT FDN FOUNDATION SHT SHEET I T DRAWING ISSUES: DATE: FE FIRE EXTINGUISHER SWIG SHEATHING 1. DESIGN DEVELOPMENT FiN FINISH(ED) SHV SHELVES(iNG) A80.04 2-HR. WALL ASSEMBLIES AND D AILS VARIES 1/9/2001 FL FLASHING S t SQUA RE INCH � I 2. DE SIGN DEVEL O PME NT ROUND 2 FLR FLOOR SiM SiMILAR UN i T M i X 1 UL D i NG AE A S i 0) 1/1$/2001 3 BLDG PERMIT APPLICATION —FOG FACE of CONCRETE 5P STANDPIPE 5 S 9200) FOF FACE OF FINISH SPEC SPECIFICATION 01.Bull Mountain Rd 4. REVISED LOT NUMBERS FON FACE OF MASONRY SPKLR SPRINKLER 2/1/2002 FOS F AC E OF STUDS SQ RE D SQUARE 200102 .00 Quail Hollow South 5.FOR CONSTRUCTION _ 5/3/2002 FOiC FURNISHED BY OWNER* SS SANITARY SEWER t 55T STAINLESS STEEL last updated 8/23/2001 fx 6.PERMIT COMMENTS INSTALLED BY CONTRAC OR L FPL FIREPLACE ST STREET 5/22/2002 °�' 1. FRI FIRE RETARDANT TREATED STC SOUND TRANSMISSION CLASS Unit Type A-N A-5 B-N 5-5 C-S D-5 C5-5 _ PR®J I ID !RECTORY FT FOOT,FEET TOR STORAGE O a # of bedrooms 2 2 2 2 3 3 3 FIG FOOTING STRUCT STRUCTURE(AL) f-- Heated 1,512 1,525 I 11 1,521 188 1 126 1,688 9. FUi�I FURNITURE SUSP SUSPENDED s s � � � OWNER: G SYS SYSTEM Garage 541 541 541 541 410 312 410 BROWNSTONE HOMES, L.L.C. 11---% g 6655 SW HAMPTON, SUITE 200 10. GA GAGE T Storage (Optional)* 85 85 0 O 0 0 O PORTLAND, OR 9'1223 11: GALv GALVANIZED T TREAD Cs GAR GARAGE T4 LONGUE AND GROOVE 35 48 48 TEL. (503) 598-1565 FAX (503) 598-9081 Decks 35 35 46 46 , GB GRAB BAR TB TOWEL BAR Buildin 9 Area CONTACT: RANDY MYERS '-', GENL GENERAL TEL TELEPHONE Ca REVISIONS: DATE: GL GLASS TEMP TEMPORARY Bldg Type Unit Count Heated Garage Total g # ARCHITECT: —� 1 GLU LAM GLUE LAMINATED THK THICK(NESS) 2 4 b 426_ i 114 8 40 GGLO ARCHITECTURE 4 INTERIOR ESiGN I A 2 ,3 � GOVT GOVERNMENT THRU THROUGH 2 A 2 2 4 6,426 1,114 8,340 1301 FIRST AVENUE, SUITE 301 GYP GYPSUM TOB TOP OF BEAM 3 F 3 I 2 I I 8 12,516 — 4,102 16,618 �K �K SEATTLE, WA 98101-2014 GWB GYPSUM WALL BOARD TOC TOP OF CURB — TEL. (206) 461-5828 FAX (206) 461-0621 4 G 2 2 4 6,430 I,1I4 8,344 H TOFF TOP OF FINISH FLOOR — CONTACT: ANNIE MEADOWS N HiCsN TOT TOTAL 5 E I 3 2 6 1,468 3,008 12,416 %K 4 * NB HOSE BIBS TOW TOP OF W V ALL 6 A 2 2 4 6,426— 1,114 8,34o PROJECT No. CIVIL ENGINEER: HC HANDICAPPED TV TELEVISION 1 A 2 2 4 6,426 1,114 8,340 f° H HARDWOOD TIP TYPICAL MGH PLANNING AND ENGINEERING ASSOC. 2001026.00 HMV $ A 2 2 4 6,426 1,114 8,340 r ` HDWE HARDWARE U 9 B I 3 2 6 1,463 3,008 12,471 �K �K �K 104 WEST 9tH STREET V HGT HEIGHT UBC UNIFORM BUILDING CODE VANCOUVER WA 98660 10 D I 2 I I 5 1,111 2,423 10,402 - T . (360) 150-0339 FAX (36 ) 150 0433 141 HOLLOW METAL UN FIN UNFINISHED — EL DRAWING TITLE I HORIZ HORIZONTAL UON UNLESS OTHEi�.UISE NOTED 11 G 2 2 4 6,430 1,114 8,344 CONTACT: MiKE MILLER 12 D I 2 I I 5 1,111 2,423 10,402 f PROJECT Utt ITY N HOUR UTIL L — R (53 13 E 1 3 2 b 1,468 3,008 12,416 * Pi r I HTR HEATER V STRUCTURAL ENGINEER: // (L/ INFORMATION HvAC HEATING,VENTILATION,AND VCT VINYL COMPOSITION TILE Totals I 16 5 16 11 2 13 64 I l 101,8631 31,310 133,233 TiM R. FROELiCH CONSULTING ENGINEERS, iN . ( "I' ` H VEHICLE ./ AIR CONDITIONING Ratio 2% 25% 8% 25% 11% 3% 20% 100% 6969 SW HAMPTON STREET O YERT VERTICAL TIGARD., OR 91223 r ID INSIDE DIAMETER VIN VINYL T L. (503) 624-1005 FAX 1503) 624-9110 SCALE: N.T.S. iIC IMPACT INSULATION CLASS Vt VINYL TILE * Included in Garage area � * PROVIDE 2 I-4R AREA SEPARATION WALL CONTACT: FARAMARZ DINDAR-AZIMI (DEAN) 0/ , iNCL iNCLUDiNCs W 1 N1� SHEET No. INSUL INSULATION W WEST,WiDE,WASHER 5-UNITS 11% � � � a U O iNT INTERIOR WI WITH LANDSCAPE ARCHITECT: 3 CvS� �t,� a i..J Q �, N-UNITS 9�5 CEDAR LANDSCAPE, INC. op in K VD WASHER/DRYER KIT KITCHEN W/O WITHOUT 100% 14145 S.W. GALBREATH DR. �'V 1,��bo--0.01 O°"` j° P:40 WC WATER CLOSET SI-�ERU100D, OR 91140 TEL. (503) 625-3100 FAX (503) 625-8(02 1 � '1 5� guJ OOD ® •WINDOW CONTACT: HE I D I CHANG 0 1 c, a WR WATER RESISTANT Or Cl, GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". . s 0 WALL NOTE: ALL NOTED NAILING REQUIREMENTS ARE MINIMUM AND ARE FOR MINIMUM FIRE RATINGS. SEE STRUCTURAL FOR ADDITIONAL REQUIREMENTS. NOTE: ALL NOTED NAILING REQUIREMENTS ARE MINIMUM AND ARE FOR MINIMUM FIRE RATINGS. SEE STRUCTURAL FOR ADDITIONAL REQUIREMENTS. CHAPTER $� TINUSTT 'AND RATING SOUND RATING FIRE RATING SOUND R AT ING CEILINGS SHALL 1:3E CONTINUOUS,WITHOUT DESCRIPTION RATING SOURCE T INC SOURCE SC ( fi I®N RATING SOURCE IN SOURCE OR PENETRATIONS,B UT MAY HA VE OPENINGS FOR R COPPER,SHEET METAL,OR FERROUS PLUMBING PIPES,DUCTS,AND ELECTRICAL OUTLET BOXES, PROVIDED THE AREAS OF SUCH OPENINGS THROUGH 1/2' GWB EACH SIDE N/A N/A N/A N/A FINISH FLOORING PER OWNER N/A WA N/A N/A THE ASSEMBLY AGGREGATE NOT MORE THAN a 100 SQUARE INCHES PER 100 SQUARE FEET. W� II '' II o CONCRETE SLAB X.. B PROVIDE APP ROVED ('F' RA TING)FIRE RE ST OPPIN G TYPICAL 2X4 F RAM ING UN.O. TYPICAL .oho �°- °�• AT A LL PENETRATIONS FO R ELECTRICAL, INTERIOR SLAB • °° 00 • R-15 RIGID f NSULATION,2 4 PERIMETER MECHANICAL,PLUMBING,AND COMMUNICATIONS WALL °° oo °o•' c' ° 0 0 4 O 0 0 o O ° ° () • CONDUITS,PIPES,AND SIMILAR SYSTEMS THROUGH o SM I L POLYE THY LEN FIL M VAPO R BARRIER FI RE-RA T ED ASSEMBLIES. ALL FI RE STO PP ING SHALL 00 O Oo ---..m. BE INSTALLED PER THE MANUFACTURER'S GRAVEL STRUCTURAL 4 SOILS REPORT 5/8 TYPE X GM AT GARAGE SIDE SEE NOTE, N/A N/A N/A I I-111-111-111-111-111-1 I I III I I RAVEL PER RU RAL L REP R INSTRUCTIONS. T RATING 15 REQUIRED BELOW ANY THROUGH-PENETRATING SECTION 301.4, FO R ANY CEILING NG ITEM UZ T lirr_ti EX CEPTION 3 SUBSLA D RA INAG E PER G OT CH RE COMM N ATIONS. 4. PERFORATED PIPE,WRAP WIH FILTER FABRIC, L A RGER THAN A 4-INCH NOM INAL P I PE OR 16 SQUARE INCHES IN OVERALL CROSS-SECTIONAL AREA.INT.WALL l CONNECT TO FOOTING DRAIN /STORMWATER SYSTEM (U.L.SYSTEM NO.F-C-1002) occUPANCY Ii R 21 ATT INSULATION W/VAPOR BARRIER RR I ER `__ Mi G G L O SEPARATION - 2X6 FRAMING UN.O. REGARDLESS OF SIZE,DUCT OPENINGS IN RATED FINISH FLOORING PER OWNER WA WA WA WA CEILINGS SHALL BE PROTECTED BY APPROVED Architecture and Interior Design 1/2' COB Limited Liability Company Y //7 Y CEILING ING FI DAMPERS. iii l� E L FIRE ED PER , 1301 First Avenue, Suite 301 5/8' TYPE 'X'GWB EACH SIDE STUDS (2 WALLS) FLOOR SHEATHING PER STRUCTURAL Seattle, Washington 98101-2074 1 HOUR EACH SIDE GA WP 3514 STC 50-5� RAL g i I/4 TYPE W DRYWALL SCREWS•12 o.c SECTION '109.x: INDIVIDUAL ELECTRICAL OUTLET (2-1 H WALLS) (2) TYPICAL Phone:(2 OUR WALLS l2 TL 13-224 (SIM) 467-5828 JOINTS EACH SIDE L Phon . BOXES IN FIRE-RATED WALLS SHALL BE OF STEEL a (206) 467 5828 GA WP 3810 FLOOR- TJI JOISTS PER STRUCTURAL (2X2 Al SOME LOCATIONS) _ IIIIII AND NOT GREATER THAN 16 SQUARE INCH 5. Fax: (206) 467 0627 W 3 (2)2X4 PLATES,ATTACH PER STRUCTURAL CEILING, E OUTLETS ON OPPOSITE SIDES OF A WALL SHA L LL BE PARTY TOUJNHOMES MINIMUM 24 INCHES APART. WALL (2)2X4 STUDS AIR SPACE 'GA' REFERS TO GYPSUM ASSOCIATION FIRE RESISTANCE ,D Abe DESIGN MANUAL. �'S i!iII!fNi%!. � = 3 1 WOOD FING BATT INSULATION NOT REQ'D-SHEATHING REQ R SEAR ((1LAYER GWB C �; 0 1 -Ss NOTE: I ,� THROUGH PENETRATIONS ARE PROHIBITED. 2X4 SPACED DECKING WA WA WHERE DIFFERENT WALLTYPES ARE IN THE SAME S . WA i H{ N/A WA PLANE,EXTEND ADDITIONAL LAYER(S)OF GUJB AS WI REQUIRED FOR A SMOOTH FINISH, cj'�, // ®t 5/8 TYPE 'X' GWB EACH SIDE STUDS (2 WALLS) F2 T.14. �,� FIRESTOP * MEMBRANE PENETRATION 1 HOUR EACH SIDE GA WP 3514 STC 50-51 RAL OF 0 (2-1 HOUR WALLS) (2) TL 13-224 (SIM) TYPICAL �' -2X6 STUD e PLUMBING EXTERIOR IIIIII GAWF38I0 W4 3 PCF SOUND WRAP ALL DRAIN PIPES (MIN.) `\ DECK Ii � UJOO JOISTS STRUCTURAL PARTY ■ � D PER RU RAL SECTION 302.4 EXCEPTION\ 2X4 STUDS,SPACING PER STRUCT.(24' O.C.MAX.) E E EP ON 3: WALL `,_ IN THE ONE-HOUR OCCUPANCY SEPARATION BETWEEN NOTE: ��/ ►u.r-� AIR SPACE WOOD EXPOSED TO ATHER TO SSU TREATED GROUP R,DIVISION 3 AND GROUP U OCCUPANCIES, E D WE BE PRE RE THE SEPARATION MAY BE LIMITED TO NE INSTALLATION ��" � � � -.• � ���� � OR WOOD NATURALLY RESISTANT TO DECAY,TYPICAL. 3 1/2 WOO F i ATT INSU ATION RALL RE DE ' � D FRAMING B L OF MATERIALS APPROVED FOR ONE-HOUR FIRE- '/ SHEATHING PER STRUCTURAL (AS REQ D FOR SHEAR) RESISTIVE CONSTRUCTION ON THE A SIDE A RU E G RAGE DE AND ► J 1 1 1 1 1 i� SELF-CLOSING, TIGHTFITTING SOLID-WOOD DOOR 13/8 INCI-IES IN THICKNESS,OR A SELF-CLOSING, TIGHTFITTING THROUGH PENETRATIONS ARE PROHIBITED. FINISH FLOORING PER OWNER SEE NOTE, WA WA WA DOOR WAVING A FIRE-PROTECTION RATING OF NOT LESS : THAN 20 MINUTES WHEN TESTED IN ACCORDANCE WITH SECTION 302.4, PART II OF UBC STANDARD 1-2,WHICH IS A PART OF EXCEPTION 3 F 3 T T T T ista"blrilla. THIS CODE IS PERMITTED IN I U OF A ON -HOU LE E R I/2 GWB,BOTH SIDES N/A N/A WA N/A �-- FLOOR SHEATHING PER STRUC. ASSEMBLY. FIRE DAMPERS NEED NOT BE INSTALLED FLOOR-I F f IR- _�_•' TJI JOISTS 24' O.C.MAX. (2X12 AT SOME LOCATIONS) IN AIR DUCTS PASSING THROUGH THE WALL,FLOOR, EL EL I I ' OR CEILING SEPARATING A GROUP R DIVISION 3 W� � �� g GARAGE/ , , 3 PCF SOUND WRAP ALL DRAIN PIPES (MIN.) OCCUPANCY FROM A GROUP R GRO P U OCCUPANCY PROVIDED PLUMB.WALL z % • ; PROVIDE FIRESTOP • PENETRATION DWELLING ••• — lip R-30 BATT INSULATION WITH VAPOR BARRIER ON WARM SUCH DUCTS WITHIN THE GROUP U OCCUPANCY ARE RE 6 INT.UNIT SIDE (TOP)WHERE GARAGE (UNHEATED SPACE)BELOW CONS TRU C TED OF ST EEL HAVING A THI CKNE SS OF N O 2X6 WOOD FRAMING LESS THAN 0.019 INCH (N0.26 GALVANIZED SHEET u a i l Hollow 5/8 TYPE 'X' GLIB GAGE)AND HAVE NO OPENINGS INTO THE GROUP U . . OCCUPANCY. EXTERIOR SIDE SIDING N/A N/A N/A N/A South OVER WEATHER RESISTIVE BARRIER LU6 =VTrillielliTifral Townhomes FINISH FLOORING PER OWNER WA WA N/A N/A EXTERIOR SHEATHING AS REQ D FOR SHEAR WA iii �LL 2X6 WOOD FRAMING F4 �,��,� L A. ...4 AL 4,_ ` FLOOR SHEATHING FACE TAPLED R-11 BATT INSULATION W/VAPOR BARRIER t FLOOR OVER �U 1/2' GUJB/ EXTERIOR Thrill R-30 BATT INSULATION WIN VAPOR BARRIER ON SPACE WA RM DE (TO )SIDE P TJI JOISTS WITH 1 1/2' DOLES • 16' 0.C.FOR I-- Tigard, Oregon lir SIDING N/A N/A WA N/A CROSS VENTILATION (2X12 AT SOME LOCATIONS) 01 for O EXTERIOR SIDE OVER WEATHER RESISTIVE BARRIER 3 .4 /8 ROUGHSAWN PLYWOOD WIN 1X2 BATTENS e 16 O.C. Brownstone Homes, L.L.C. ,,- PROVIDE SEALANT AT PLYWOOD EDGES AND BUTT JOINTS, AND CO VER WITH BATTEN,TYPICAL. EXTERIOR Q DRAWING ISSUES: DATE: WALL AT - SHEATHING AS REQ'D FOR SHEAR UNHEATED 1. DESIGN DEVELOPMENT SPACE Nium.„., WOOD FRAMING WA WA WA WA - 7/9/2001 EXTERIOR SIDE 1 1/2' MIN CONCRETE TOPPING 2. DESIGN DEVELOPMENT ROUND /18/2001 I/2 GWB Z 3. BLDG PERMIT APPLICATION a WATERPROOFING MEMBRANE 9/2001 4 r TYPICAL --- - 4. REVISED LOT NUMBERS P L EXTERIOR EXTERIOR GRADE PLYWOOD SHEATHING 2/12002 5.FOR CONSTRUCTION SIDING i HOUR GA UJP3514 N/A WA PORCH .— EXTERIOR SIDE OVER WEATHER RESISTIVE BARRIER,BOTH SIDES !� 5/3/2002 III 6.PERMIT COMMENTS w WOOD JOISTS PER STRUCTURAL 5/22/2002 5/8 TYPE 'X' GYP.SHEATHING,BOTH SIDES Q V4' , 1. FREE-STANDING 1 V4 TYPE W DRYWALL SCREWS 12'O:C.,STAGGER JOINTS EACH SIDE -- WALL CRAWL SPACE 0 a 2X4 WOO F 1"--D FRAMING 9. ii—x. 10 NOTE: IF SHEARWALL SHEATHING IS APPLIED BETWEEN GWB ASPHALT COMPOSITION SHINGLES (GLASS C) WA N/A N/A WA V 4 STUDS THE LENGTH OF THE FASTENERS SHALL INCREASE OVER WEATHER RESISTIVE BARRIER I I I 11. EXTERIOR SIDE MIN.THE THICKNESS OF NE ADDITIONAL SHEATHING. i OVER PLYWOOD SHEATHING .--� WATERPROOFING MEMBRANE TYPICAL PREMANUFACTURED ROOF TRUSSES REVISIONS: DATE: EXTERIOR SIDE WA N/A N/A N/A ROOF- -� � CONCRETE WALL C I I R-38 BATT INSULATION WIN VAPOR BARRIER ON II ' ELNG - we a s 9 HEATED Ai iii rd T�T Tail WARM SIDE (BOTTOM) A '' 1 LAYER 1/2' GWB SPACE 1 EXTERIOR VAWAWAWAWA NA:� WA AT BELOW GRADE a 2X4 PRESSURE TREATED STUDS rip ' ' ' z HEATED SPACE A. 1 A. -/IT.'1 NOTE: PROVIDE FRT SHEATHING MIN.4'-0' EACH SIDE OF r--�-�-- ►-� �--�--- e---- -- R-21 RIGID INSULATION O PROJECT No. iii4T i*i*i*iceiiii*i*iii�#iii PARTY WALL/PROPERTY LINE I—0 2001.026.00 ...___._A AL_________.0..-....0 4.4 111211112 ' ASPHALT COMPOSITION SHINGLES (CLASS C) WA N/A WA N/A ,. OVER WEATHER RESISTIVE BARRIER Cy DRAPING TITLE OVER PLYWOOD SHEATHING PER STRUCTURAL � RU RAL 1 HOUR A 3514 WA WA R2 SIDING R G UJP �, ASSEMBLIES EXTERIO SI DE O VER WE ATH ER RE SISTI VE BARRIER TYPICAL 2 INCHES CLEAR MN.VENTILATION SPACE,TYP.W 10 5/8' TYPE 'X' GYP.SHEATHING ROOF- 1 1/4'TYPE SC WS•12'O.0 STAGGER JOINTS EACI4 SIDE EXTERIOR � - - PE DRYWALL RE , DE CEILING WALL lillrillratritrillill AT ATTIC RAFTERS O SHEATHING AS REQ D FOR SHEAR SPACE 2X6 WOOD FRAMING R-30 BATT INSULATION WITH VAPOR BARRIER ON SCALE: 11/2'=1'-0' 0 i'�►'� L A IAL A 116A.A FACE STAPLED R-21 BATT INSULATION W/VAPOR BARRIER WARM SIDE !BOTTOM)FACE STAPLED Q 5/8 TYPE X GWB NOTE: PROVIDE FRT SHEATHING MIN.4'-0' EACH SIDE OF SHEET No. c: 11/4 TYPE W SCREWS•E2 OCC St JOINTS AC4 SIDE PE DRYWALL RE STAGGER E DE PARTY WALL/PROPERTY LINE 0 NOTE: IF SHEARWALL SHEATHING IS APPLIED BETWEEN GWB , 4 STUDS THE LENGTH OF THE FASTENERS SHALL INCREASE - E� MIN.THE THICKNESS OF NE ADDITIONAL SHEATHING. I— E:/PROJECT/2001026.00/5-DUJG/LIBRARY/ASSEMBLY PA 2 (0 ral O . O O a GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". • 24° ' 24' o 24' 24' 24' 24' , 24' DS DS DS It DS DS DS DS DS DSO __ --c 'v I — _=, alE wl MIN. 2' FROM A A NOTES-15L DG. PL4NS SEPARATION WA to LL AISOp2 ,. (EACH SIDE) _ _ 1. BECAUSE MANY DETAILS ARE REPETITIVE,DETAIL - - CALLOUTS AND NOTES SHALL BE CONSIDERED TYPICAL rr 7� 7� 7� 7� 7�. 7� � � I � I � I � I � I � I 7� FOR ALL SIMILAR CONDITIONS AT OTHER UNITS. UN I : 1 UNIT I UNIT 1 UN 11 I I UN I 1 UNIT 1 � UNIT CONTRACTOR SHALL PROVIDE FOR ALL SIMILAR �C. _ _ _ = _ _ CONDITIONS AS IF DETAILED IN FULL. C515 A-S S A-5 E3-N -S _5 C-5 1) 2. SEE SHEETS A20.01-A20.12 FOR UNIT PLANS. (OPP. HAND) (OPP. I-1AND) (OPP. I-RANI ) _ (OPP. I-IAND) (OPP. NAND) (OPP. WAND) (OPP. NAND) GGLO _ NiI _ _ _ IT 0 0 3. SEE SHEETS A10.10 FOR BUILDING SECTIONS. Architecture and Interior Design �- I ,-_ - - - � . - - -1 --r- - - -� ❑� 1 — -I-v�o o— I o o - I r o 0 I! I I 1 I I 1 I I I 4. SEE SHEET A21.01 FOR ROOF VENTING CALCULATION. Limited Liability Company 1 I 1301 First Avenue, Suite 301 T 11, I - © II Seattle, Washington 98101-2074 8101-2074 Phone: (206) 467-5828 4 p © - -f ` 1 ,-f3`j - / Fax (206) 467-0627 I NP'' I I --- -- \1 _Li - `r _L. op _/ I I I Ili I ; H l I I I I I Al 0,a l i I �- I -a- JI J - _ - 4% ��� MIN. 12' FROM I AREA SEPARATION WALL ' ONO':'. N-SMI wi- (EACH SIDE) "' J , � S ATTIE, HIND ON DS• —% D D DS \ ,/ _ S DS , DS o DS Dg cl' t 114, C, 4OFOV ' i I 1 0113{IIB II-Fr/ ` , z 4 , 0 , c n±tEHInE / 4 0 ,�♦ PLAN: LEVEL 2 / ♦�/4k e% U I L INC 3 0 , � 164'-0' I 1 1 1 I 1 I 1 I 1 h 1 1 1 I 1 I 1 I 1 � 2 -0 , , 20-0 ` 20-0 / 20-0 20-0 y 20-0 y 20-0 y 20-0 y 20-0 2 -0 Quail Hollow in 5 South , !Ill 24' 24' 24' 24' , 24' i 24' � 24' cz own omen ill E - - - -I I- - - - -1 i- - - - � p-�=— R - R t �- i I I I I I I I I I I Z I I I I I I I I ' I I I I .111 �, �;, I I I DS I I D8 I I I D8 I I Ps DS I DS I 10 D8. I D�._ _ _ .1 II I 7> Tigard, Oregon‹u 1 I wl W10 MIN. 12' FROM AREA OL 1 for <, (EACH SIDE) WALL '13 1- Brownstone Homes, L.L.C. A80.02 ' c, DRAWING ISSUES: DATE: I. DESIGN DEVELOPMENT . W9n 1 c — — — _ t J r 2. DESIGN DEVELOPMENT - ROUND 2 — —r-— — — — x/18/2001 — — — - — — 3. BLDG PERMIT APPLICATION UNIT I UNIT NIT UNIT' I UNIT' I UNIT' , - 4. EVIED LOT NUMBES 2/I/2002 tJ\ C15 t (r1:T:' A-5 i_ ni1- A-S E3_N - - -5 - - -5 — C-5 r— — -ill — — � J � 5.FOR CONSTRUCTION (OPP. HAND) (OPP. NAND) (OPP. I-IAND) (OPP. HAND) (OPP. I-44ND) (OPP. HANDS (OPP. NAND) I� 5/3/2002 6.PERMIT COMMENTS � 5/22/2002 1. J I I 1 i� lb=1 1 A80.04 F— 1 - 10. - 0 a F 1 —I —1 _. _ ,H —I 1 I, 1--- a I I I I IN. 12' FROM AREA SEPARATION AL '�x'02 � � 111 11.cu.i �JIO _ _ I—.l I I , DS ........„) --\ Ds.c r_ __ \ , . \ , i L _ _ _ J DS — - - � D° 5 �� �� REVISIONS: DATE: 11 (I) RI l 1 ir IL L _ IL � � 0 a� a PROJECT No. N CO 0 2001026.00 DRAWING TITLE t BLDG3 cp z LEVEL 1 PLAN 0 PLAN: LEVEL 1 0 LEVEL 2 PLAN 0 SCALE: v8'=1'-0' UILING 3 1 a SHEET No. Q O CI Q al Lt A 0 A30 . 03A I F GGLO ARCHITECTURE Sc INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". UNIT C55 UNIT A-S UNIT A-S UNIT A-5 UNIT 5-N UNIT 5-6 UNIT B-S UNIT C-S NO OPENING WITHIN 10'-0' OF A, AREA SEPARATION WALL 24' 24' I 24' �4' ii 24' 24' 24' PROVIDE BUJIS 5 ROOF 1 1 PROVIDE DOWNSP• T FROM I FOR �C GUTTER Al AT GABLE'/NIP ROOF TO GUTTER AT A8O.01 OVERHANG BELOW, TYP. - - -- -- -- -- -- __ _ _ NOTES I3LD PLANS ' r - n r' 7 r 1 p r r --- .. I " I " 1. BECAUSE MANY DETAILS ARE REPETITIVE,DETAIL I s N .. CALLOUTS AND NOTES Si-TALL BE CONSIDERED TYPICAL 5:12 &I2 ' --- L - SLO- `e LO'1= --- 'LO- tD 'LO-E - 5L0- `" L•'E ' 12 8:12 SLOP LOPE `�i__-� r=== __ �___ _- --- --- �- - SLOP LOPE _� C=== ® 8:12 5:12 m„. FOR ALL SIMILAR CONDITIONS Al OTHER UNITS. __ L--- — CONTRACTOR SHALL PROVIDE FOR ALL SIMILAR ir SLOPE SLOPE r 5:2 5: �- --- :2 -- _ :1 � � �___ OPE SLOPE r- - --- ;2 5:12 r - 5:1 :2 SLOPE SLOPE I I CONDITIONS AS IF DETAILED IN FULL. I 9 n II n n 1 n n n n n il II t' t I t 1 2. SEE SHEETS A20.01-A20.I2 FOR UNIT PLANS. _it- J L _,L- L -L- L J�- L. JL_ L J�- L J�_ L J L _.. rr -: r --1 r -,1 r �� r �� r ,1 r -,1 r II II II II 1 II II II i II II II II II II I1 II G G L O r 17 7�I H J I� H II, H J �� J ' I 9 J ' I J / 3. SEE SHEETS A70.10 FOR BUILDING SECTIONS.r I ;I I I I I ;I I LJ I I I I I I Architecture and Interior Design I it li i Ii 1i i i li 1 Ii i Ii 4 EE EET A21.01 OOF VENTING C LGULATION Lima ed Li bihty C mpan S H FO A 't 'a . o-J r -I r J r r-1 r--u r 1 r r t �r 1 r r r -1 r u r r 1 r--'-' r r 11- ti r r 1 r-4' y 1 J, s 1 L J, 1 - J, 1 -- J, s L � 1301 First Avenue, Suite 301 I I z_JL_Ji O^IL_JL_ , -- ,I JL_L, I-- .. IL_JL_�, i-- -1 L_JL_� - O •• LL_JL_� I--1 O^IL_JL_s I-- -J IL_JL_s I-- I Seattle, Washington I I r , i I L - _ 1 1 L I I L : i L I I L , I I I I tl 98 1 0 1-2074 I N N I I 0 N N N I I I I I I I II I I I I 1 1 1 1 1 1 1 L__J I I L__J 1 L__J I II L__J 1 L_ J L__J I L__J I L__J r' Phone. (206) 467-5828 j � a Fax: (206) 467-0627 I I J L-- L-- I L__ II L__ I L-- L__ L-_ JI rl�r--n I r----1 n--n, I n--n� I I �- n� I r--�� n---ILLL r n� 20 J L L `L L -JC JLJ L-_J� C -I l� L-_ J C J17 L__JC JL_ L J� C 'I.J L_--1 C -1� L--J� C- JL] ��A80.01-� r 5� r--- 51 r - r 51 r 1 r--- �; r � 01,D C cv N N ' cI' N � �i rI T::i:: (r 1 r -� r , r 1 -� , E :12 5:1' I I I I I - 15.16 i I ' :12 5:120,..- , A ;A° � ol !/ ,� - 2� SL PESLOPE L S. .E A80.02 5. I/- •__E 5L E SLOPE A50.04 � ���I�.E,��.�SHINGT n n n n n n t�� j2,//°'1''II II II II 11 iu 1111 II II II II II II I1 L J 11 I I _ ii 11 11 1 1 11 L-_- __J L_ J L-- --J 1 L_ :: -_J L - :1 - _ --J L ---J L J 1 L---_- --- 1 - - - __J L _J t OF 0016 SLOPE SLOPS SLOPE SLOPp SLOPE SLOPS SLOPE SLOPp ---- '�, �, ($ELLOPE SLOP) a----,$LOPE SLOPJe' --- SLOPE SLOP ----- `CJ I�•1. `Cl l� 1 1 L 1 L J --1 L i L J O I I I I I I 4 II ASO.01 12 II A80D2 (- —-- A800I A80.0I 1 ❑ / %. a 13 e TOP FLOOR CEILING 0 , 4, i MN. 10'-0' FROM PROPERTY LINE ❑ 4 1 (FRAMING PARALLEL) �� � n __ENTIRE SPAN (FRAMING PERPENDICULAR) ,7 % #) LU AND ELEMENTS SUPPORTING SUCH FRAMING . r 0 FL4N: ROOF / s s� UILIN 3 n. ���4 ,, 3 Q in uail Hollow i South 111 oz.24' ., 24' ., 24' . 24' !�., 24' ., 24' . 24' Townhornes./ ,� I I I 1 1 I Z FAA in DSC i �— .- DS -n 1 D5 {, DS I-. —� J I DS I p5�) DS E - -1 r - r - r r ---- r - r - r - I-- Tigard, Oregon I. I tnn,, for O 0 O O 'IN. I2' FROM ARE 0 :---- 0 Brownstone Homes, L.L.C. A I ,SEPARATION WALL h ► 1 6 I ACH SIDE) \��� I I ILi� IL�� I IL - I-'r i 1j__t7/_ _ LN\ DRAWING ISSUES. DATE. - o � � , • , f ) 0 , � � ► , • , ( ) - • , ( ) - • - ( ) I. DESIGN DEVELOPMENT ® I )'° 1 ® _ ® - 1 I ® 1 ® 1/9/2001 --____-- ----___-�- 2. DESIGN DEVELOPMENT - ROUND 2 r- - 7- - 7- Rain ( r� - --�- --_-_---�-r� -_------r -1 $/1001 \ �- _ / f / \ f J \ \ f � / \ f -� / \ f I ' � /V / ' — _ V V _ V V I - [j / V - V V - V V - V '❑ ® ❑ r I ' l� ® ❑ 1 a ii[ .-- ® Dap 1 ® LW i ® ❑ iI 4. REVISED LOT NUMBERS 1 i i_ 1 I —� I 1 1 1 1 1 1 1 1 1 1 I L_-J - - 2/1/2002 i I I I I I I 1 I I I I I 1 I 1 - L__J I L__J - I L__J - I L__J ,h � � L__J -, r I L__J - I L__J _ /� /� —°-I 50 ► 0, r . ( JEL:i /1=±11. ° ..‘ e • r • - 5/22/2002 I I I wis! `\ II I UNIT' _ - - I -J UNI UNIfi = UNIT = Q a l�Nl ` KNIT' UN --,r CSC 4-s --� ' 4-S - 4-5 -N �_ ___ � °S - ->� S - �� C°S - E_ 1 I I I I I 9. j 1 j A80.04 (OPP, LAND OFF'. NAND 10. (OPP. I-4AND) (Opp. NAND) (OFF. I�AND) (OPP. NAND (OPP. I�AND� 12 F A ill MIN. FROM RE 14 v SEPARATION WAL A80.02 (EACH SIDE) 11. DS c, 0.1— "---1----r--L-- El\ / DS \ ./ 1 D5 \ / DS D5 , ii DS DS co. REVISIONS: DATE: 1 . ..:, 6 z t2F, .<[ .I I I I i I Q a PROJECT No. N I--- 2001026.00 0 DRAWING TITLE . ti BLDG 3 LEVEL 3 PLAN � 0 PLAN: LEVEL 3 .._ UILD INS 3 Q v ROOF PLAN SCALE: 1/8'=1'-0' N e Q SHEET No. e Q �, U- paw A 0 A30 . 03B 1 E il 1 00 as GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". o UNIT C-5 o UNIT 5-5 o UNIT B-S o UNIT B-N UNIT A-5 o UNIT A-5 0 UNIT A-5 UNIT C55 (OPP. I-LAND) (OF?. NAND) (OPP. HAND) (OPP. NAND) (OPP. HAND) (Opp. HAND) (OPP. NAND) LOUVERED - ; VENT . -1 _ .4 idillli '-- r , 12---- 1 .c"'"---- ---%.%''' '.? T.O.PLATE /7i ' ' - __L- MI ril mi ■i.- ■Iiir =ow ir '7 I— 1 r 1 ]WilliMp _ --I- —r I 1.....................■ ZO j _______L r_, .- g ..• .1 . , , LEVEL 3 F.., - D !d - - D.g. Architect ure and Interior Design `�' _ _ 1 + 111*1-6-17-1111,14: _ ;G I Limited Liability Company ``, � _ 1 _- - � � I, � � � -::_ __.e .. . !■ �� 1301 First Avenue, Suite 301 ■ =� Seattle, Washington 98101-2074 ---- -- 11;,I , °q 1- _ m == I Phone: (206) 467-5828 ■ „L I _-=---1_4_ iii: D.`. - Fax (206) 467-0627 LEVEL 2 i ---- --- I ,-_-__ I Ir� �_--■--'_' _ ----42'--rr GUARDRAIL-e- QS - ... e.e ..... II I I 1 I I II !I I _ ___-._ TOP OF RET'G WALL 1- I j I I I i- J -- — 4 ,D A tj 11 csel I I , D.S. \,- _ ��� = i I D'�" NR AREA 'e i Ck YT O' J -SMITH LEVEL 1 D.S. SEPARATION WALL ch I 4 S'ATTLE ° SHINGTON • '721/02.- 4 .. 0 REAR ELEVATION OF 00 �),,, 7 CID '411''ri U 0 NIT C-5 UNIT CSB o (OPP.HAND) o 0 --- # .\ 1 lb ,#) A80.01 -7,,,, §> e /: , ,, 1 ..... 111111111111 PANEL SIDING,COVER JOINTS ��� WITH IX2 BATTENS \``# ■ III ' - 4.1 , .) I * / l I 2X6 TRIM W/PLASHING - LEVEL 3 I LEVEL 3 _ Quail H o l l o w I I� i 42' HT GUARDRAIL i I �T TOP OP REM WALL __I- , ,�._; - _ 1- S - 1 - ZIi South 1 Ill 1 _ , ,.. , _, _ U?I Townhomes LEVEL 2 I I_ ! � LEVEL 2 }- ti- - 1- Z Tigard, Oregon LLI ch LEVEL I I I f LEVEL I for "<[QD.�. D.S. D.�. Brownstone Homes, L.L.C. ill DRAWING ISSUES: DATE: 1. DESIGN DEVELOPMENT 0 SIDE ELEVATION 0 SIDE L V TION 1/9/2001 0 2. DESIGN DEVELOPMENT - ROUND 2 Z 3. BLDG PERMIT APPLICATION 1/18/2001 9/200) 1 4. REVISED LOT NUMBERS 2/1/2002 - UNIT 13-N UNIT B-S UNIT 5-5 UNIT C-5 ---� UNIT GSB UNIT A-5 UNIT A S UNIT A 5 5.FOR CONSTRUCTION k o 0 0 .� 5/3/2002 I (OF?.HAND) (OPP.HAND) (OPP.HAND) (OPP.HAND) (OF?.HAND) (OPP.HAND) (OPP.HAND) PERMIT COMMENTS 5/22/2002 -° O S. i- T.O.PLATE = 9. • L _M- ' ` _ -_ 10. E, _,�, _ I - r a-a-..�co -,. , .. . 1 p 1 C ' III C1-1 REVISIONS: DATE: LEVEL 3 ,■, ��+-, C - CLA55 C f 1 L II Lill � +�� _-- = COMP051T(ON SHINGLE II— �� ' C �� _ I • I ROOFING,TY cn m I -I--- ' = �C = = I a •/\ I � ,�� I '__ LOUVERED VENT I - �_ I p . I � I . - 1 C 1X4 WINDOW TRIM LEVEL �� 1 - C . C ! / j�� Li 1,� EVEL _ _ ■ 1 initc t- � 1X4 / 1X3 O i____ 1 � I CORNER TRIM PROJECT, _ 1 - 2 0 010 2 6.0 0 i- w; 1 V moll- - - _ - -1IiTEEI � �=�='i _�i r , Ii 7317 _ in _ - - UlU I I Pair CANTILEVERED BAY / DRAPING TITLE LEVEL 1 : - 1 - - - ' • - - •,� �,�, II -t-- I-- . �- _ = I �- = i'+ a e I LAIING BLDG 3 Ili NEN -- _ - s!al�FM' - -�-.- - . pi pi OCLT ELEVATIONS D.S. 1 - .�� ."4:� i _ i- - '�,� o o ,i 4 ADDRESS NUMBERS 0 e = e��� 1 I • _ _ - _ SELECTED BY OWNER D.S. -. —_I I I h I rr- _ — = 1 - - = i _ _ TYP.EACH UNIT SCALE: 1/81=11-01 D.S. . . _ — . : . i — -- - FYPON CV. D.S. �- . __ . _ I — _ : = `- - , DOOR TRIM PKG. SHEET No. • � 0 et 2 HR.AREA D.S. ' _ ' �.� I _ _ = ■ cc%_ ,n SEPARATION WALL D.S. FONTELVATION D.S. +-- A • o e 00 A30 . 03C EEe. UILING 3 Z GGLO ARCHITECTURE Sc INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 249'x36". I ..)...... .,24' 24' 24' 24' WI2-1 DS„, DS DS DS • DS r, DS I MIN. 12' FROM AREA I 1 D wla wlo SEPARATION WALL Mal (EACH SIDE) �;,A2 NOTS- LID . PLANS r�== ' 5,..::= ' r�=� rr° ' r�°= ' = 1. 3ECAUSE MANY DETAILS ARE REPETITIVE,DET,41L UN 1 1 I i t I 1 i.-,_-.7: 1 r I f CALLOUTS AND NOTES SHALL BE CONIDERED TYPICAL i ` I UN I i ` I UN , ` , UN I T , ` � I UNIT i ` I 1%.... i ui I T FOR ALL SIMILAR CONDITIONS AT OTHER UNITS. _ tC__e _� `I _ . _a __,� CONTRACTOR SHALL PROVIDE FOR ALL SIMILAR �i° 5-5 1 E3- N 5-5 --- C-5 CONDITIONS AS IF DETAILED IN FULL. I I 1 I'"I— (OPP. WAND) 2. SEE SHEETS A20.01-A20.12 F OR UNIT PLANS. IutI --� -- ----TI � ,------ �_T-` _ _^ 1—_--�' ---- ; 3. SEE SHEETS�4l0f®FOR BUILDING SECTIONS. O '� IlL o , L J o o l � �I 0 Cj J Architecture and Interior Design II _ Limited Liability Company 7 , I - 4. SEE SHEET A21.01 FOR ROOF VENTING CALCULATION. 3' P y ' r 1301 First Avenue, Suite 301 EilI ° �° I ° ° Seattle, Washington 98101-2074 �I I rill�_ I x D I I Phone: (206) 467-5828 ■JLII 11 �© a Fag: (206) 467-0627 _ ----- ----- II „ II 11 „ 11 Y �'� A�` II j� 11 ( 1[ //A\\ J IL//IL\ I 1 / II II II I / II L��, \��Jl I I ' I ---.11 _ L IL--- .\`..L I IL.--- \�---..0 L�I tel MIN. I2' FROM AREA I AYT 0`B -SMITH 1111 il A80.04 SEPARATION WALL I NIG w10 (EACaI SIDE) 11,TTIE �`A MINGTON DS I • S , oS DS o�- DS DS I D / ¶_ �� t Co OF 0 1 ! 11 ce-61_ , ,i4p N '1 = 1.111 ♦ \ 1 i____ 0 # ' 0 ELAN: LEVEL 2 ,��� V/ U I L INCA o %%to ,4■■/ 124'-0' , Quail Hollow'-0' 20-0' 20-0' 20-0' 20-0' T-0' 2 -0 . 10-0 ), 20 y r ), > South 1.11 24' � 24' 24' oz. Townhornes n.:� 24 � 24 �,� �1 1,--3 0 -- -0 "- -0 -0 -- -0 0 0 WI• LLI E DS, DS '--� - i--- ,_ .. DS =- - i---1- D P DS.i) Tigard, Oregon I I , S I I 1---T> for Brownstone Homes, L.L.C. r/ �+ • I I MIN. I2' FROM AREA 10.111 I I \ "<1; IL SEPARATION WALL v,;.02 (EACH SIDE) I I 1 DRAWING DATE: I I 1. DESIGN DEVELISSUES:OPMENT 1/9/2001 ' ' ' I 2. DESIGN DEVELOPMENT - ROUND 2 _ 1/18/2001 m L _ I I (T J (I7IJ Z 3. BLDG PERMIT APPLICATION I 9/2001 0 UNIT 4. REVISED LOT NUMPERS 2//2002 m " UN I T UN I T I UN I T - ---I 5.FOR CONSTRUCTION - � __-- 1 III N - I i 5J3J1002 _ I I __-- I I __-- I I I c-s -s -S -s f _ ; Fiji,---_ �O $ PERMIT COMMENTS 5/22/2002 I (OPP_ WAND) ' I 11 I---- r 1 r 1 r ! r r r I I 9.I I 1 1 I L 10. — — — I - MI . 12' FROM AREA I SE 'ARATION WALL'El a I I A80.04 (E4►CH SIDE) 1 I I MI 11. It DATE: . — I �- i — � (,----1 — I — b DS REVISIONS: _,. Ds_ DS , , DS , S I I .- -, L J L �� �� L J �- -I c n I I I J 1 '46 - - O `. PROJECT No. tt 2001026.00 ',.. cv DRAWING TITLE t--- BLDG 5 : LEVEL 1 PLAN PLAN: LEVEL- 1 0 LEVEL 2 PLAN 0 1 SCALE: /a'=1'-¢�' -- UILLD ING cg ofV No. al �-- A ® k\LtIU . 05A r A z F O d .4 _4 a a GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". UNIT C-S UNIT B-S UNIT 8-6 UNIT 8-N UNIT 8-6 UNIT C-S CI i , i / ® s i .• 24' s 24' • 24' 24' • 24' (OFF'.HAND) 0 OPENING WITHIN 10'-0' 1 X AREA SEPARATION WALL PROVIDE DOWNSPOUT FROM PROVIDE CLASS 5 ROOF Efr21R :FOR ENTIRE BUL I A80.01 I 1 i a`-'1_1' I ,n----T t----i - ' - T t---- r T l r`' r- --T t-- r ----T L---- r r ---� T_ -� 1 ■ 0 N � h 11 N 1 NOTES-E3LIDC . PLANS ® 8:12 8:12 ` ; N� 1 N 8:12 .,,� n`� 8:12 8:12 s SLOPE SLOPE -- ___ �___ SI OPE: SLOPE: ___� �___� S O' SLO- ____ c___;'�___� �__= SLOPE SLOPE _�' 1. BECAUSE MANY DETAILS ARE REPETITIVE,DETAIL 5:2 :2 - 5.2 5.2 T CALLOUTS AND NOTES SHALL BE CONSIDERED TYPICAL n I n I it 1 n I n 1 n FOR ALL SIMILAR CONDITIONS Al OTHER UNITS. r�J J J L r� J CONTRACTOR SHALL PROVIDE FOR ALL SIMILAR 1 I 11 11 11 I I I CONDITIONS AS IF DETAILED IN FULL. 1 1 4_1 a, 1 1 1 I I ,1 ,' L JI I L 1 L J I L- --- - �JI I L 1 I 1 J 2. SEE SHEETS A20.01-A20.12 FOR UNIT PLANS. r 1' r -I r ,-' r- --- - Jr u r i L� 'r 1 I I 1i I 1 I I 11 t 11 1 11 I 11 11 I' I 11 I1 I 'II I 1I I I I I' I 1 I If ' GGLO $ CJ n-- J CJ rl LJJ R di R I ft I s L7 '� - r r �- r-� ----�1 n- r-1 1 fl r-1 r r r r 1 3. SEE SHEETS male)FOR BUILDING SECTIONS. r--1 II 11 N r--1 11 11 --1 11 1' N r-'-1 11 11 N r--1 II 11 N NI II r--1 I I n__JL_J1 � ; n--JL-J� I p__JL_JJ ; ; n--JL_J1 di I I n _JL-J' tL_JL_�-, ; I Architecture and Interior Design i ,n cn N 4. SEE SHEET A21.01 FOR ROOF VENTING CALCULATION. Limited Liability Company 1 1 I I ■ 1 1 I I I 1 1 I I 1 I it -' L__J � I L__J 1 I L__J , L__J , 1 L__J � 1 � 1 L__J r 1301 First Avenue, Suite 301 I I I I 1 1 1 1 ' Seattle, Washington 98101-2074 1 , i , 1 r I r---J I I r __ r—H I r-==J I 1 20 Phone: (206) 467-5828 L- L L I L -- I J �L-- I �` J eL--J L-_J5 w J� Fax: (206) 467-0627 N 41r QA80.01 i/��� \ j •• I O _to I !n 1 O • O!n to to to 1 1 to to i t t t 1 I (.\ I L-- L V" �D ��C :12 5d2 x:12 5:12 Ail I 15,lb I I A80.02 � x:12 5:12 ��j �.��, . -- -- .+�___ - 'x.04 js-- --.•r ,. I fl I I fl I I n " '�/N0';'1 NM �i II I 1 11 I 11 y II II I II /ct, L__ __J II I L J II I II L J f ---- -11- 8:12 8:12 I L-- ---- 8:12 S: - __ "-- L - 8:2 S:12 - - J J I L- ---- I -- --a' - -�-- --c-�---- r Z----1 5:12 5:12 --� 5:12 5:12 --JL _J - S`ATTLE WA NINGTQN `SLOPE SLOPE' I LOPE SLOP�; r._ ; LOPE SLO - 111... ..-OPE SLO ; `$LOPE SLOPE' S I 1 :0?) -5-7/ 02- ‘, . 1r4 I 1 II `il) 6® A80.01 AM II A80.02 q OF O ' A80:01 A80.01 R3 • TOP FLOOR CEILING __ -4 MIN. 10'-0' FROM PROP.LINE M (FRAMING PARALLEL) e9\,, c tp a= \ ENTIRE SPAN (FRAMING PERPENDICULAR) --- PV 1 pa I AND ELEMENTS SUPPORTING SUCH FRAMING , \.S #) FLAN: ROOF ,/��� S,,/ UIL1N ' -' _. 0 0 Z' LIA Quail Hollow South Ill 24' s 24' 24 24' 24' lz Townhomes 1-- I I I I z D5 Q D DS Lt:_i L O ...I__._, I--- Tigard, Oregon 1 for ----4---4---i I _ MI u Brownstone Homes,, L.L.C.O O O i2' MN.F R OMA AREA hi) O -- O 1 --------II-- ,if--- +-41----11-----4—I " — J SEPARATION WALL '''•`- - ' 111111----`-- - (EACH SIDE) - ` -4--t --- --u--' - ----`c7-11- � a `'I -J 1 \-' n I I 'L- DRAWING ISSUES: DATE:l I. DESIGN DEVELOPMENT r `i i--t' t --I JL no 0 DN 1 O O O 0 2. DESIGN DEVELOPMENT ROUND 2 1181200, , -I-E .A Mil 1 7 — : J tE, ,. i .7., , 3. BLDG PERMIT APPLICATION I' I r- jIv — I 9/1001 I t/ \./- ;— 0 v v ;— �1 V- 1- 1 ® fi ! ;_-; ® V V ;— , ® cos? —; V 4. REVISED LOT NUMBERS 1 1 "�❑f I 1 I i I ILL I I -� I 1 2/1/2002 I I I I I I I I ' ' - - L__J I - - L__J - L__J I - L__J I - L__J r I L__J .— R CONSTRUCTION 0 0 0 Al 0 0 0 Pr‘ 6.PERMIT COMMENTS 5/3/2002 • (II p _ • . gyp' _ • p '� 1 . • • _ 5/22/2002•7 I I I I 0 a. e UNIT _ - UNIT = UNIT' UNIT UNIT UNIT - �- . - -a.� a - I--'-o- ; -S !� 5-N AS0.O2 5 = 10. 12' MIN.FROM AREA %9.04 (OFF. ���) it _____A-7i;;\ V SEPARATION WALL' II. ."-----3 , DS I EACH SIDE) -1---\u__ in REVISIONS: DATE: DS DS � p5111 \. CD . Tr rs fi 7 ?i PROJECT No. N f— 2001026.00 U 0/' DRAWING TITLE tii- BLDG 5 z LEVEL 3 PLAN 1 0 PLAN: LEVEL 3 Cj ROOF PLAN U u�I L D I NG SCALE: 1/8'=1'-0' a O No. 17-1 1 n A30 . 05B b 0 7 GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". UNIT C-S UNIT 5-5 UNIT B-N UNIT B-5 `-/ UNIT 5-5 UNIT C-5 (OPP.NAND) 1,, ,N) , T.O.PLA f P 1 A, --1 �� LOUVERED LEVEL 3 -`i r , _= VENT i ' . ;: TE _ —ter �� , , 11 17" 1 LEVEL 2 -, 1,i . - ,.L__.„ 1 7 A - - l '� ��,� Kill MOM — - p s. •e 6 e .e Iii I, 1, _ ■1111111 i■■-- _ L.. .... ( i I � ---- — fir. II i I ■�,� �a �I 1 _ _ { _ GGLO a, _ 1 !q II IIi 1 ---- - _ i _ Architecture and Interior Desi n � I I I i i -�-- g■r-- I I \ �/lll 1 1- - -_ -_ _ _ _ Limited Liability Company LEVEL I ■.+�������� 1 _ —_-- 1301 First Avenue, Suite 301 1 q IA N i \ ` ra 1�=J��=_J u �'� 1 I _ _ ____ Seattle, Washington 98101-2074 MIMI 11111111111111111111111111111 II _ _ _ � 1 II - g '-1 I ii `�pe-e' ee ees ee a r I-i . --I i�!� - -, .-�;��� -. .___._ _ __._.---- ----- --------- - --- --- Phone: 1- _ . ._- (206) 467-5828 D.S. Ii -=----. I----_ .I___ - Fax: (206) 467-0627 D.S. t •• -=-- 1 1 D.S. I 1 - VD 4� 66. 2 1412 AREA D.S. . �� �� SEPARATION WALL D.S. 1 LA'ON O B N-SMITH'H ®/ i EATTLE WA INGT'N E4ELEV4T1ON ,f>, c-No..._ ,, .. ,c'hs 141'0F 00 UNIT C-5 UNIT C-S � _-__....._..__ ____- 11111V. (Opp.NAND) , � , `�• lb --- an fp-.,:z. g # \ 1 1 i -- Y PANEL SIDING,COVER JOINTS _ ' #) PANEL WITH 1X2 BATTENS *rte/ dl ==ice , i 1 ----- 1, 1 i 1 I 2X6 TRIM W/FLASHING I _ - _ _ —__ _ _ - I i - - I I __ w_--==____-f LEVEL 3 1 ----- - I - — — — - 1 LEVEL 3 1 Ii_ - _ � , __ __ - = Quail Hollow 1 - _ = r-- a -- In I , 4 i j _ - _ :— I 1 South fi — — -I I ill LEVEL 2 1- , if_ _ _— � .� -- ----------- - -- - - :� LEVEL 2 e e a a ' --' -- ---------- __._�._.____..-__. &--- ot Townhomes ____, 1 _ 1 F , 1--- op _ _ - - _ _ - -� '1-- -� 1 _ _ _ I 'li LEVEL i = - _I 1 I I LEVEL_1 _ E . _� 1 _� - �- I--- Tigard, Oregon .S. D. . .5. D. . 0/. for Brownstone Homes, L.L.C. IL al DRAWING ISSUES: DATE:: I. DESIGN DEVELOPMENT 0 SIDE ELEVATION SIDE EL V TIOil 1/9/2001 0 2. DESIGN DEVELOPMENT - ROUND 2 x/18/2001 3. BLDG PERMIT APPLICATION 9/200) In. 4. REVISED LOT NUMBERS 2/1/2002 UNIT C-5 UNIT B-5 UNIT B-S UNIT B-N UNIT B-5 UNIT C-S 5.FOR CONSTRUCTION � 5/3/2002 (OPP.NAND) 6.PERMIT COMMENTS d 5/22/2002 J____.----CLASS C 1. E COMPOSITION SHINGLE I ROOFING,TIP. 0 a 1 LOUVERED VENT 9• ® -- 1. I 10. I !X4 WINDOW TRIM 11. - �� I I I 1X4 / 1X3 �-t /\ ,N ■i■_! _ _ 1 COMER TRIM REVISIONS: DATE: M �� _ _. I - - -PANEL SID INCA ..'°" , T.O.PLATE I ` • �� - _ • - - — - 1 • �� _ � �. ;_� _ — I 2X6 TRIM AT CS)MIIIII' ' EMI =4�� =v — i CANTILEVERED BAY MIN I ao 11 ill MIMI —� _/ �_ t , — � fi — 1 ill 1 in—, , — = - -_ / `� _ _ t I_l_ii� LAP SIDING 1 CO 111 - rADRCIDRELSIGGI-INTUMIBER5• LEVEL —, , ��_ —gyp ! � .� a a I_� PROJECT No. ilm �. �� - .I : : I SELECTED BY OWNER a" 6? ..... ���a � — . o 1 _ 2001026.00 .-4„, Et-o, NI Em"."...,,-, . iimil , - -_ _ 1i���'i _ • — - - _1 I DOOR TRIM PKG. DRAPING TITLE _ _ -_ — _— ,--- =i = = = ■ BLDG 5 • LEVEL2 — oo , — _ . — —� - - -Immo.1 II: ! - - t _ — ; Z ELEVATIONS Il ____, ___ _ .fi — 1 ' i i ,Mi i) — 1 D.S. 0 —_ e _= ! = VI. r — — ; — N ■ : '= = . SCALE: 1/81=I.-0, 1 . . m - I D.S. E , LEVEL I SHEET No. , — Elm I4R AREA O � D.S. SEPARATION WALL r 0 ONE VAf?CN t--- --. - 0 ro: SUfLIN ,7 z A 3 0 . 0 5 C a a GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". 1 I, WI• DS D DS DS. DS. DS •5 =- 6 I• MIN. 12' FROM A80.02 AREA SEPARATION WALL NOTES- LC�. FLANS / IEACW SIDE) F.-- r�= r�° ��__ ' 7_.-1 1. BECAUSE MANY DETAILS ARE REPETITIVE,DETAIL 01 I CALLOUTS AND NOTES SHALL BE CONSIDERED TYPICAL UNIT I ,i.l T ' '-1i UN I�' ii--' UN I , _J T I ,--'i 1•`, 1 uN I FOR ALL SIMILAR CONDITIONS AT OTHER UNITS. l�N(� , J UNIT i j I �I I �_�I , ( I i j I `� ` CS5 s v �[__ v 'N _ _ _ _ ,� CS CONTRACTOR BALL PROVIDE FOR ALL SIMILAR CONDITIONS A DETAILED IN FULL. I I (OFF. PAN D) / (WII 2. SEE SHEETS A20.0I-A20.12 FOR UNIT PLANS.I _ � -� r - GGLO -. r---- ü 3. SEE SWEETS A10.10 FOR BUILDING SECTIONS. l iiáiór iiiij� �'0 Architecture and Interior Design (I _ _ III I 4. SEE SHEET A21 ! FOR ROOF VENTING CALCULATION.j r r i I 1301 First Avenue, Suite 301 i _, gall " x " I , x` " " 'x Seattle, Rashington 98101-2074 I '� �I x x I �I x x I �I >e xl) (lx "a A w e x I Phone. (208) 487-5828, rniz. ��I Ita x,°II ��!!i Fax (206) 467-0627 I I � I IN' �I I� I �I lk �I T � ' III , ir--c-- ,, a i I ( �� II „ II �� II /, II �I -- ��I�; ---- II „ II 11 „ II DA II „ II _I 11 11 I . . -►__ -1, 11 , , II II , . II ��� ��� II �, �\ II I _I II , \ II I II �i ♦\ II I II �i " II mu ILA �..11 L ILA �..L 1111 ILA x...11 L ��- ILA �._U ILA �Jl �I I I I , IR I2' FROM -:IM '` O'BR N-S AREA SEPARATION UJAL A80.04 EACIN SIDE) DS. _� _� I _� _ p_ DS l A'AS !NG ON DS / DS / ..►S f DS \ / . DS \ / �, • i r / I a • r 9 �® I I I I ,( �OF D�� !\.1 J I otat_ -- , 0113 MD Li # \ 76tY ri 0 FLAN: LEVEL 2 ,/ „(,)s,,,7 U I 1� I NC e 4 �,.�I vD \,,/ 124'-0' Quail o Holl w 2'-0' 1 20'-0' 20'-0' 20'-0' 20'-0' 20'-0' 20'-0' 2'-0' al £ South in u Townhomes I- n Z \---1 1 1 1 -\---\, _/ tu E -N. N---j 1-- Tigard, Oregon-----------q------ DS I I I MIN. 12' FROM DS for i 'llo AREA SEPARATION WALL Brownstone Homes, L.L.C. C, 1 I eh T (EACH ) E DE ASO.o2 WI1' �i DRAWING ISSUES: DATE. i ' 1. DESIGN DEVELOPMENT \- , , 1 1/9/2001 0 2. DESIGN DEVELOPMENT - ROUND 2 1/18/2001 rY-' I 1-c)j J z 3. BLDG PERMIT APPLICATION val I I ` 9/200I �/ I _ f 4. REVISED LOT NUMB ERS 1 11,---- 2/1/2002�' ----- 5.FOR CONSTRUCTION UNIT U UNIT UNIT - - UNIT I UN I Uy - , 5/3/2002 m I'cS ---- - ---- 4-S 4-N - A_S � 6.PERIT COMMENTS_____ 5/22/2002 q A80.02 (OFF. WAND) 1. -i J O I I I 1 , 8. 1— I- 1 I- -1 r l I- l f 1 r 1 9•I J I I ' L i I, I r ' 1 1.--, ; 10. MINA 12' FROM I !_- IM 1 I r I I AREA SEPARATION IUALL A80.04 I A 11. (EACH SIDE) 1 to wl• I I I , _j 1 ! 1 , . DS �m REVISIONS: DATE: +° ! DS .^, ,. DSO. DS S 4 ; DS DS I I I I v il 1 L- s1 I L ri 1 y O a 6 9. PROJECT No. as I— 2001026.00 (i-4 - 0 N DRAWING TITLE ti BLDG9 2 LEVEL 1 PLAN FL4N: L 1 UILD INS c3 LEVEL 2 PLAN (....) SCALE. 1/8.1=11-01 (6.cg SHEET No. ° Q 7., 0 A30 . 09A r N z 0 0 R, p.. GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". UNIT CSB UNIT A-S UNIT A-S UNIT A-N UNIT A-S UNIT CSB r i i i -\,,7- NO OPENING WITHIN 5'-0' OF (OPP.NAND) AREA SEPARATION WALL (501H SIDES •I CLASS S R. r.Rovo EL �B OVIE DOWSPOUT FOM R ENTIRE UILDI 1 . TIER AT GABLE /HIP I 20 A800I -OOF TO GUTTER AT A80.0I - ANC: BELOW,TYP. I I i I r ----T L ; i I - - , r— t 1 , I r r j I---( 1 I 'I NOTES- LhC . PLANS 12 81 82 2 I C 8 2 -- O SLOP -- --- - --- � O Vrg- --- ---J -- --- , OPE SLOP --- ---JIL---Iai� 5 O 5 O I 1�- LPE LP SO SO L PE L E SLOPE SLOPE -- �--- ---� �--- --� �--- ---� �--- ---� t--- P� 5.12 � � 2 512 . 1. BECAUSE MANY DETAILS ARE REPETITIVE,DETAIL CALLOUTS AND NOTES SHALL BE CONSIDERED TYPICAL n � n i n 1 n n i n FOR ALL SIMILAR CONDITIONS Al OTHER UNITS. '' '' '' '' '' CONTRACTOR SHALL PROVIDE FOR ALL SIMILAR ___11— J _J1-- J -J L- J —J L —J L J L _ CONDITIONS AS IF DETAILED IN FULL. r —i i r � �r � it--- �' � it � r —t� l� Ij Ij II 11 II 11 ' L Ji I L Ji I L Ji 1 L Ji L ___ Ji I IL J ti I i I �i I i I Z L I U L `ti `r I r i 2. SEE SHEETS A20.01-A20.12 FOR UNIT PLANS. ir ji 1 I I 1 11 II GGL� rt 1 r 1 r 1 CJ R 1 I- -I r NCJ R 1 r--1 r �l `L- I i P �� i I r--1 r-�' LL 3. SEE SHEETS A10.10 FOR BUILDING SECTIONS. , r--1 II II r--'1 11 II .. r--i II II r--7 II 11 r--1 II I II r--7 Architecture and Interior Design I 1 �_JL_�1 I i ,t_JL_J� ,() 1 1 �_JL_JJ 1 I rt_JL J� __ I I 1 i J I I r -- ' r 1 I r I I r i I I '�r_JL� LL_JL-;' I I g , T , , , , Limited Liability Company I I 1 I I 1 1 cA I I N ,- ✓ P J `' L--J I L—_J I L--J 1 1 L__J 1 L_—J I 1 L—_J 4. SEE SHEET A2101 FOR ROOF VENTING CALCULATION. 1 1301 First Avenue, Suite 301 1 Seattle, Washington 98101-2074 ___� I I J L___ I Phone: (206) 467-5828 Jfir- I JJ�� -�I I di- I I tr -7 T�� ar--�I r--��L I J ` L'—--J `I L I L L--J c�` L L--J `--- --� �'---J L----.ki-� L=--J L--JJ —117 - - I C•1 , 1 ii:J , r T Fag: (206) 467-0627 iI' 1 1 _11-6 8 I I I I 20 L_ ' '-J L J L J �2 L-- L __J1 L -- 1-_J ASO.OI ---- o. D ABC I 5:125:12 i' I J I I�� 1 I I I 5:125:12 441' ' �r. 'fYTO} O'BRI -9/11( .40- L �— foi 6v I I I I I I A8004 SIM 1 I I L J I I I I I I I 1 I I -- -- V r L_ JL__ L___ JL__ L JL__ __� L__ L_ J __' t__ __JL _ s 8:12 8:12 . -- ' -I L .. 8:12 8:1 . -- ' -1 L .' 8:12 8:12 -. -- -�---- 1 -1 _ —L --- 8:12 8:12 -- -- _ 8:12 8:12 I J E W,� N 'SL E SL SL9PE sLQ r____________1 'SL PE sLcL I L m �� PE sL� 1.,� E sLQ� t* 1 ii,- CP OF 00' e TOP FLOOR CEILING 4 eh AI © A80.01 A80.01 A80.02 MIN.51-0' FROM PROP.LINE (FRAMING PARALLEL) -4 0 i OE . ENTIRE SPAN (FRAMING F'ERPENDICULAR) -4 a __ �, AND ELEMENTS SUPPORTING,at.ICH FRAMIN 1 xW i 7 it , r 1 ,,,o r PLAN: ROOF ,e .-- UILIN 9 L\) iv ..,, 0 1 -D Lii Quail i South ill ot Townhomes 1-- I I I I z 1 ill I t, Ds , E I D5 �' _ `�I DS ___ 1 p5 Tigard, Oregon D5c L 1 _ _.� I ) �_. 4 - -, J-- � - -i r _ DJ I � I for MIN. 12' FROM AREA Brownstone Homes, L.L.C. 0 0 0 0 �, SEPARATION WALL • -- o d I a (EACH SIDE)T----L-- II I II +i ----�--- II I ----�-- f....... 1--- II 1 I-- "---� --- r_i_ -,r- - ----�--ter- Ir--�- - I -- - --� 0 �--... ��� ; ���� i DRAWING ISSUES: DATE:rf-io (I I 1 I 1 1• I. DESIGN DEVELOPMENT x/9/2001) , . , [-lb , I I , I 0 - 0 2. DE5IC�N DEVELOPMENT - ROUND 2 PP r 1----- x/18/2001 Z 3. BLDG PERMIT APPLICATION hii _ If ,I 1.�_\� r- r- r- -1 Ir° / \ �- r- �I� F,��� 4. REVISED LOT NUMBERS ' 0 V o ' ❑ ® ' ❑ ® V V , ,�, I® '�'� r LI ❑ 2/1/2002 1 , 1 I , I I , I HI I I 160 I 1 I L__JI I L__J r L__J 5.FOR CONSTRUCTION 7 I I 1 I I I I II I I 1 1 - L__J I - L-_J I k - L__J I o 0 0 I ;I Q Q 6.PERMIT COMMENTS 5/3/2002 L rf- � mo _ -)®I .10 ®I �� \� 1� 5/22/2002 III I) ill-- 1 � $• I� O UNIT UNIT - UNIT - UNIfi UNIT UNIT u- - CSC - = -S ' ' A-S ' = -�l _11, 4-S CS I- K____ _.._.. MIN. 12' FROM AREA Ina% SIM.1 SEP�4RATION WALL �04 (OP�. PANE)) 11. A80.02 1lEAC;H 51DE) , . III I 1 in REVISIONS: DATE: ps --"--1—r-----‘ o r-—NI 4/ u ..,..—„, — DS D5 D5 -L DS D5 ifTi c� I I I I v 1 do O tP ii-L7 PROJECT No. IYal t:3 2001026.00 N� rZ DRAWING TITLE tii BLDG 9 Z LEVEL 3 PLAN 0 O FLAN: LEVEL 3 ROOF PLAN SUILD !NG e 0 iii. SCALE: 1/8,14-0' c O SHEET No. il- ' w ® A30 . 09 p , GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". UNIT CM UNIT A-S UNIT A-N x UNIT A-S UNIT A-S UNIT CM(o„HAND) I I I I I 1 1 LOUVERED ® I ® I I fr... ..'. .*' ?-1 I -- I/r VENT T.O.PLATE 111 ) NN I 'in 1 An i W cA UILUII An■ -1 I 1 LEVEL 3 1 I I a � r i I I in 1 - I - I__AL i T L ir in ,,,,, LEVEL 2 — G G L 0 � 1 I ,. . t • • .J I d I '-°� ' Architecture and Interior Design 2 O.. D.S. D.S. D.S. D.S. Limited Liability Company "' 2 1301 First Avenue, Suite 301 I HR AREA I I a _ SEPARATION WALL Seattle, Washington 98101-2074 m I I I I I Phone: (206) 467-5828 Fax: (206) 467-0627 LEVEL 1 I I I I I I I 1 1 C4 0, tel on - fra 0 I'BR E‘ MITN - 0 EAR L VATION ,� . E, A NGTON 001) CS li>i, iS/ OF O UNIT CSB x uN1T C5B r- " (DPP.HAND) lb 1 --- \ I ASOD1 1 4p \ WI PANEL X2 CAI TTENS COVER JOINTS �----------7 * .`*:,\,4 4 I S,, "--,,... iiihi , NE— _ I ' I ` A III I 2X6 TRIM W/FLASHING •„ ,, 1 4 11111= III I 1 1 iii.... ,,,,, , ,®LEVEL 3 I I I LEVEL 3&-- ■ I ri, . I WEI \ 42' HT GUARDRAIL g 42' NT GUARDIZ4IL /M I 1 + ,`� TOP OF REM G WALL TOP OF RET'G WALL -■��� 1 ! �■-----,........., ■__ 1 Quail __.................... 1 , , 1 I 1 N Hollow LEVEL 2 1 . .__�. LLI . — LEVEL 2 i South ' I ! To 0A , ' , . , LI I 1 I , = vivi wn omes J Z , III,) I !ice,, I'III� III LEVEL 1 + - LEVEL I —I�II�II I I S} .S. Tigard, Oregon CZ for E Brownstone Homes, L.L.C. CL 1 w 0 SIDE E SIDE E n DRAWING ISSUES. DATE: 1. DESIGN DEVELOPMENT 1/9/200) 0 2. DESIGN DEVELOPMENT - ROUND 2 1/18/2001 Z 3. BLDG PERMIT APPLICATION 9/2001 ci 4. REVISED LOT NUMBERS UNIT CSB UNIT A-S UNIT A-S UNIT A-N UNIT A-S UNIT CSB 2/V2002 , f 1 f , k x (Opp. LAND) k ---1 5.FOR CONSTRUCTION � 5/3/2002 6.PERMIT COMMENTS I \ - 5/22/2002 I I I CLASS C �• /� �� COMPOSITION SHINGLE --- -- __ � ROOFING,TYP. 0 a I . . I ® I . . I I -.7 ., 9. T.O.PLATE -_ �j -LOUVERED VENT !0. 1 (� 1 - - - ��� �] �� I �] IX�4 WINDOW TRIM 0 `� —+ I' U 1 - '��:I� L� — I U I1.- -—+ I —+ I —+I = C. a— I I _ _,_--1X4/ 1X3 CO 0 I (� Li = _ i �:'� L U I CORNER TRIM 1 - 1 REVISIONS. DATE. LEVEL 3 1 1 ' I ik PANEL SIDING u 1 1 I_ —1 2X6 TRIM AT CD IA 111111=1111"11 III I I NM MOM MINN ci„ CANTILEVERED BAY I...... ... i , .____,_ i \ / 0 I , —+ DI NG LEVEL 2 1 _ 1 —E1J _I___ ��. PORCH LIGHT 1 a s I a s - t ADDRESS NUM S PROJECT No. i 111 S _ SELECTED BY OWNER I-- _ I TYP.EACH UNIT 2001026,00 1 - -_ - - _ — r , — - - � I _ - - _ _ : I - -$4— .� � _ 1 - - � = DRAwINGTITE Zr) L yI e — — ■ �:-■.-�-� — I I — DOOR TRIM PKG. : __ — I -- = I '■ � ■ WIZ __ _`_ I I LEVEL I • - ! ....... - -+ = -+ = -+ =- = X11:_ ___ a -+ '_” = 1 BLDG 9 D.S. D.S. D.S. D.S. D.S. E TIONS 1 2 HR AREA O SEPARATION WALL 0 SCALE: va'-1- '0 (IY. '4 0 SHEET No. Q ....t 01 0 FRONT ELEvATION 11— E to A : 1E3UILDIN '3 Q H z A30 . 09C O O as a, a GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". /_ • 24° • 24' • 24' %/ 24' %/ 24' INIA DS IDS 1 D8 rg Ilk=11.∎ ► , I , = = o D� i DS A, DS ( I I � � 10 MIN. 12' FROM AREA ' 10 SEPARATION WALL NOTES- L . PANS -I - I A80A2 , :- _ (EACH SIDE) , _ +r°' --'� '°' '� ,...10 '� '-'' 1. BECAUSE MANY DETAILS ARE REPETITIVE,DETAIL r' 1 r 1 r 1 r I r I CALLOUTS AND NOTES SHALL BE CONSIDERED TYPICAL I ,'.I 1/^, I 1— I 1— I 1•', I 1•°, I UN I �I I 1� 1 °�- I� I 10 1 I f 1 . 1 ' I °�I ,� I L. I UNIT I LL-LA �N I I �-,1 l.#�� �_,1 t..N 1 �; 1 l�N I FOR ALL SIMILAR CONDITIONS AT OTHER UNITS. c-S � - °S 5-5 '� '.N 'J 5-6 C-5, CONDITIONS AS DETAILED IN FULL. ALL SIMILAR`� I I I CO PP.COPP. SAND) (OPP. HAND) (OFF'. HAND) (OPP. HAND) fi P HAND) 2. SEE SHEETS A20.01-A20.12 FOR UNIT PLANS. —�;117;- - w7,144 -Ct7- 'EL, - .� — 1�r o o�T-; -, 3. SEE SHEETS A'�0.10 FOR BUILDING SECTIONS. GGLO III 1 il L J I- III I 4. SEE SHEET A2101 FOR ROOF VENTING CALCULATIO . Architecture and Int er ior Design ign Limited liability Company 1 I I _ 1301 First Avenue, Suite 301 01 41 ©, ©x .11.....,i Seattle, Washington 98101-2074 Phone: (206) 467-5828 ° ral _ -11- I I Fax: (206) 467-4627 1 - 1 U , _,?_, i l gg a o f, A MIME �_ t ii—C- II „ II II „ II II „ II II „ u II „ II II i \ II II I \ II II I \ II rat 11 u II \ II �!QF,D A�ILA,/ \, II I II ,/ \\` I 11 �/ N\ II , _� - 11 ,/ I II �' ♦\ II r,ll�t'"' //�j. . IL Jl - I,_I u N IL IL --U L1 ,t C., f - II I MIN. 12' FROM AREA V' I I I gktAf30.04 SEPARATION WALL ,Ir I:N O -SM en • (EACH SIDE) DSc O , _ _ ! • /0.-- - •—=_ J • 1 DS DS 0 A W,4 WASHINGTON 1 \ .4, D5 DS DS DS [ i V f2 —-e"---\3_ 1 I `� I I 11 ci-j_ tUrn:590 %% C 1 u .01111110,,,.\, ._____ 'Alio % --7cs9, s I PLAN: LEVEL 2 c / ' 0 e),- U1L1N 13 0 `.�i� 1 � �!�/ ¢ 1241-0' 21-0' Z0-0 20 0 20-0 20 -0 20-0 20-0 2 -0 Quail H , � 4, f > South 24' • 24' 24' ,- 24' • 24' T ownh o in e s _ . Z 0 0 0- 0- 0- + I 0 0 Ill DS DS DS WI• S E D5 �— >_ a DS p Ds .1— Tigard, Oregon •MIN. 12' FROM ARE IC NIO for , <:_,T I 13 I SEPARATION WALL (EACH SIDE) > Brownstone Homes, L.L.C. a_.I I f" A50.02 DRAWING ISSS: DATE: I , n I. DESIGN DEVELOPMENT \‘[- . x/9/2001 I I 1 I 0 2. DESIGN DEVELOPMENT - ROUND 2 - 1/18/2001 I)° l) t _ _ e [ (�`] z 3. BLDG PERMIT APPLICATION 9 I I I I n001 Ir vi 4. REVISED LOT NUMBERS 2/1/2002 __---" UNIT I UNIT' '� _-- WII UNIT __-- I UN I :FOR CONSTRUCTION I 5/3/2002 c S S ---- S ---- � N ----1� S C S .PE1�1"IIT COMMENTS 1 5/22/2002 (OPP. I-#,4ND� (OPP. 4�,4ND>q (OPP. NAND> (•- LAND IOPP. HAND) ra s Ili -' I , 12' 0 S. PROM AREA �. MIN. 12 FR N. r r r -1 r - I I SEP�ARAT�ON WALL, 1 ) r -� 9. . [ I--I I I III. (E4CI4 SIDE) I u Mk V I X180.04 II. 1,i, l01 --� , , ,, DS - , -- —{ . DS M DATE: / DS L I DS L I DS D5 i I DS - - L J •• - I I c n� I I v o : .. N 7 _- I - 1 ..:t 6 7 1 �1 _ —J [ ___J , ► 4 - - at 0 PROJECT No. j:: 2001026.00 0 of DRAWING TITLE I— BLDG 13 cn 7 LEVEL 1 PLAN 0 FL4N: LEVEL 1 0 LEVEL 2 PLAN U U I L D I NG 13 SCALE: 1/8'=11-0N U- 11 0 SHEET No. ° IL 0,mi as .. 0 Ar A30 . 13A E+ H z O O � � GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". UNIT C-S UNIT B-S UNIT 54 UNIT B-N UNIT B-S UNIT C-S s s , i I / (OPP NAND) (OPP. NAND) (OPP.HAND) (OPP NAND) (OPP.LAND) 24 24' 24 iii 24' % 24 NO OPENING UJITHIN 10'-0' OF PROVIDE DOU�ISPOUT FROM AREA SEPARATION U1ALL GUTTER AT GABLE'/HIP 20 PROVIDE CLAD S 13 ROOF FOR ROOF TO GUTTERT A80.0 1 ENTIRE BUILDIdG /" OVERHANG BELO ,TYP. l l j, 1 1 / u `J` { i r -___ J -�r 1 D 1 L. --- Z 1 L i 1 r M 1 1 n N iV NOTS- LDC . PLANS 4 8:12 8:12 `n q n ®; g:12 8:) ,.,, ►, m'� .,0 8:12 8:12 4_, SLOPE SLOPE ___ J L �___ , __ ___, _-- SLOP LO-E �-- SLOP LOPE r__-D L-- SLOPE SLOP' LO- LOPE r_ 1 :- - SLOPE SLOPE 2 - .2 :2 --- -� �___ 1 ` :2 -- 1. BECAUSE MANY DETAILS ARE REPETITIVE,DETAIL CALLOUTS AND NOTES SHALL BE CONSIDERED TYPICAL n 1 n n 1 n n I ri FOR ALL SIMILAR CONDITIONS Al OTHER UNITS. _'' I'_ ''_ I'_ '' ''_ CONTRACTOR WALL PROVIDE FOR ALL SIMILAR L J L J L J L J L L a L L CONDITIONS AS IF DETAILED IN FULL. �1 r II r ill r �� r 1i r �I Ij I II jl I} Ii r lir zi r it r r r Lr 'r I 11 I II I II I I 2. SEE SHEETS A20.01-A20.12 FOR UNIT PLANS. II II I if I II II I II,, �J R -�I n L� , 11 , 07 IT-- rI L� I L- s L 7 GGLO u----H----1,--- - - r -ter Sri r �r � II r -,r �r _ �r-�r-� r �r �r 3. SEE SHEETS A I®.10 FOR WILDING SECTIONS. r--1 11 11 II II r--� 11 II r--, II 11 r- , 11 11 , Ti 11 r--7 1 1 r�_JL_JI -v- cm IL_JL_�-� I 1 IL_JL_�, I 1 IL-JL_-,-, I I N IL__IL_�, I IL-JL-�, I I Architecture and Interior Design I I r J '• L I I `• L I I •• L , 1 I I ul> '�' ' I q,,, j' ► i —1 I 1 -.1 L �I � L I 20 4. SEE SHEET A21.01 FOR ROOF VENTING CALCULATION. Limited Liability Company L--J CA CO L--J I L--J I L--J I L__J A80.01 1301 First Avenue, Suite 301 4 I Seattle, Washington 98101-2074 I J L_ L___ L_-- L_-_ }. L___ Phone: (206) 467-5828 rr-- I�---1L I�__,l I,-----ii tNi r__,l I r----Il J �L 7 L---I --JJ C J17 L--J� C J17 L--JJ JL7 L-rJ� C L__Jb C -17 r'I rcv ' n r r--- N jl r- �I I Fax: (206) 467-0627 1 .-i /\ to di tn ui 1 Ln 1 I 4 ,n , } to /\ 1 I I L- I J --J --J 15 lb L --J L -- ----I=::: ARC I A50.02 , i </tXt•ED ��� J Li [j 5:125:12 5:125:12 e'er 1 alli-A— —�. I I _ _�} I I � t, A80.o' � 0, 1 : IEN"S, TN `� n H II I' �' 11 ✓ - L_ L. J J L_ 8:12 8:12 -- 8:12 &12 . I I _ I I L-- ---1__J __J 8:1 8:1 __J _-J L __ 5:12 8:12 . J _J �__ 8:12 8:12 _JL ---- O S O --' -- O SLOP a---°I O S O - ' ----r ----�'-�-- -- - ---1 O S O I O SLOPE e4 PE L PE !SLOPE L P L PE L P SL PE L P- aL PE L P ---- S !. X1,4 1�1GTON �OF p�� 4 Ark .... AI I1 A5001 o A80.0/ g gS TOP FLOOR CEILING 1 A5002 1-- MIN. 10'-0' FROM PROPERTY LINE. (FRAMING PARALLEL) -CrID z Q- ENTIRE SPAN (FRAMING PERPENDICULAR) _ ` N AND ELEMENTS SUPPORTING SUCH FRAMING an nallin 11. L_.___ 111111101,II,lllpll ,, +++ 0 FL4N: ROOF ,/ s - LIILC) INCA 13 `,0 -D �i */ Quail Hollow LLI i South in 1 24' v 24' v 24' 24' 24' "V° Townhomes I-- I i z w _ i E DS Ds C I _ ---1 I 1 DS �— , °5 � _ _ _ I , DS � Tigard, Oregon IG for MIN. 12 FROM AREA SEPARATION WALL <CPI Brownstone Homes, L.L.C. 0 0 O O O (EACN SIDE) 0 IL_ ____L__ it I . 11--1---n---711-----1-__ I II _1____ l I III I ____� 1_ II___J____ --1--41---7)----- \ II I I II / I II / 1 II / I It /1"-- 1 II / �� 1 I •L I IL 1 I>.-- I li I IL DRAWING ISSUES: DATE: 1 Hi I I 1 I 1 IIIi-W I I I I. DESIGN DEVELOPMENT I I 1 I , r-P® t , . . ; • ° s [ ) ® ° f l � _ . ° t l ® I ® - . - t ®1-_i 1 o I I O r I It I 2. DESIGN DEVELOPMENT - ROUND 2 0 --- - --- --- - I -------- - --- 7 Z /1811001, , rr Er k. ../ r 3. BLDG PERMIT APPLICATION _ -� / \ tI, i-Ar)- -'� / I 9/2001 II " i 0 1 " " 0 ❑ r i `� " i " d ❑1__ `I 0 LIltFJ1- 4. REVISED LOT NUMBERS 1 1 1 1 I I 1 1 1 2/1/2002 II I 1 1 1 -� 1 1 I I I I I 1 I I - L--J I L--J - ,r I L--J - I L--J '" I L_-J - a i L-_J - 5.FOR CONSTRUCTION 0 Q O Q I Q Q 5/3n002 6. IT COMMENTS � J � �� ' I L.-i- ,.. . PERM EN S° ® ® - '®L . . • r ®II _ ' 5!12/2002 r -I t I I I a d UNIT UNIT UNIT _ UNIT UNIT = UNIT - f 9 k-�f'_ - C-5 I 5-5 1= =i 5-5 = 1 '11 -N - i 1 -S I I C-5 = ' I }--- 10. ND _ v (OPP. NAND) I (OF?. 1-4AND) (OPP. NAND) A80.o4 ' � ' - A COFP. VIAND) 11. EC ICI MIN. 12' FROM AREA I r• • EPARATION _ , __ REVISIONS: DATE: PS .1- ` �S Q5 �" EACI-1 SIDE) IDS DS o ; -I!3S DS '`r I V 1 4 1 B d0 Z "4/ O PROJECT No. Iz N 2001026.00 U fy DRAWING TITLE ti) BLDG 13 Z LEVEL 3 PLAN 0 PLAN: LEVEL 3 SUILIDING 13 0 ROOF PLAN Cli v SCALE: I/8'211-0' cg co Q SHEET No. PC1 w A 0 q� � A30 . 13B 13B c E� O O as as GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". UNIT C-S UNIT 5-5 UNIT 5-N UNIT 5-5 UNIT B-5 UNIT C-5 (OPP.HAND) (O .NAN ) j (O .HAND) ¢ (OPP.HAND) (O .HAN ) PP PP D PP D PP D PP D LOUVERED VENT , _....m....- .• .1,44 , 7. , ,�T.O.PLATE ' I i- AMI I. -V- i cA =a I 1 1� LEVEL 3 _ #--� _____._ : ' ; P- ---_-- - - - ---- - -- - ---- -- - 1 iII i ail cn I 1 _ __ �. _. ._ G GLO ``' i ° . =1 i Architecture and Interior Desi n L -__-� o--- - . -1-It- -- -- ----- �---- -------- -__ -- -- -- - - I - g I Tim II Limited Liability Company dl � ,-- = - 13Q1 First Ave u: n e Suite 301 -- -:2 1111111111— + : ' `: -. -:-. . .o _ i i i i - .. '---- - ... . e! ... L - I Seattle, Washington 98101-2074 LEVEL `E i���i - ? - - _ ..... .. ,,� ! _ r- I -_ = -�i �-----T t J _ =-r-- 1 hone: (206) 467-5828 - P li � i, _ # -- --r 1 --fir 9 a - - - - - -- #= r t- ��■��■�.■ - Ill - I� 1 11 HI I� �1 - 4_._ Fax: (206) 467-0627 - __ �� _ -IH 1I I - - N IB 1 1 - }I III I 1 -- las -I __ _ — #; DA IIIIIIME I=III , i r-i I i r-i 1 a r, 1 a r, t 1 , r-, r, LEVEL 1 1 D.S. D.S. D. D. yw/ �'r� -, 9 �• ., YT', 06:;'HEN. �� r-i I--1 1D.S HR AREA SEPARATION WALL { S-4' AS MGM • 0 REAR L EV �"l Oil 9 4.0F 00 • ,, c ! CCM MD 0:111110 ' y UNIT C-5 UNIT C-5 y +- 1 (OPP.HAND) III'' i iI��IIIII�'IV� II ,. 111,1 tll i lb iii,) II A80.OI ,, �r� -111'4 41%1%47%4_ PANEL SIDING,COVER JOINTS . -r- WITH 1X2 BATTENS ( .)1 � , �. /t4v ' ..._ , _ ---■•=i0- 1 } • -I I 2X6 TRIM W/FLASHING . II # I 1 I 1 1 Q LEVEL 3 1 I- LEVEL 3�_ u a i l H o l l o w . . South . . _ _ . , 41 . . _i_E .., i , L , , oz. Townhomes , , L____ _. 11 i -i- , _ , 1 1 LEVEL 2 I _ LEVEL 2 , _ i il 11 ' fi I 1 1 - f I 1 . 1 1 NI E - 1 i i--- Tigard, Ore 1 gon on g # -F for LEVEL 1 l i LEVEL I —� ' ' — &- Brownstone Homes, L.L.C. Q.S. D.�. Fs. D•�• #-� Ill DRAWING ISSUES: DATE: • cI' I. DESIGN DEVELOPMENT 0 S I E L 0 S I SIDE ELEVATION x/9/2001 0 2. DESIGN DEVELOPMENT - ROUND 2 1/18/2001 3. BLDG PERMIT APPLICATION 9/2001 el 4. REVISED LOT NUMBERS 2/1/2002 5.FOR CONSTRUCTION 5/3/2002 Pir‘ 6. IT COMMENTS PERM EN S UNIT C-5 UNIT 5-5 UNIT 5-5 UNIT 5-N UNIT 5-5 UNIT C-$ 5/21/2002 (OF?.NAND) (OFF'.HAND) (OPP. NAND) (OPP.HAND) (OPP.HAND) O 8. 1.1 1---- , i , , , CLASS C ,:15 1 . I I • I COMPOSITHINGLE 11. 1 • T.o• PLATE /I I► ® I 1 ROOFING,TYP. LLI • �� ��•I 1- ��I I- �'�•• LOUVERED VENT CO REVISIONS: DATE:=me 735 _ MN I_LIMI =Tral U ■ _ ■ _ = ■ U miMIIIIIIMI = NEM = ■ _ III i .t ■ I _ . 1X4 WINDOW TRIM°o _ ;_INUU _ a . 0_ ___ • :_ R - =_ - 1 �--1X4 / 1X3 I • LEVEL 3 =I;,� L_ ' ' , i COMER TRIM LIIIII■ 111111111 cA I L i r∎ r� 1 10 MI 1■ — — ■ bi PANEL SIDING il iii -� - I �! i= = i �- 1 I 1 a 1111 PROJECT 7 111111111- mom MEM - - CANTILEVERED SAY 2001026.00 pli�- - LAP SIDING • LEVEL 2 a -a '_ 0- '= .A o o i�� o- � �' DRAWING TITLE mom _ - _ _ II - i_ _ �. _ _ PORCH LIGHT■I MN j . jj!I FE: E: I = = — Nip '�— '��/�. 111 < ADDRESS NUMBERS �.5=I I. =- „Twill I I_ r 7 i 1_ — — — — — • !u1I SELECTED 5Y OWNER BLDG 13 MIMI 1 .71- - .. _ _— — r� ■ _ _ r' — _ �I — — 1 — _ TYP.EACH UNIT- ,- - - __� - .- - - - •- ELEVATIONS A _j —_ Iii� - Lam - - - _1� IiijIIII DOOTIMPKG. 0 LEVEL 1 �� =l: � " = � = = = = - 1 SCALV ■ - -� D.g. D.S. D.S. D.S. �, , ---E SHEET No. H AREA D.S. O R RE - Q SEPARATION WALL ►h FRONT ELEVATION 1-- 5.; O A W � UIL. INN 13 A3 0 . 1 3 C A H O O GGLO ARCHITECTURE Sc INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". CI f# CLASS B ASPHALT SHINGLE ROOF OVER BUILDING PAPER Y (t.. SEE ROOF ASSEMBLIES ' to 0 RAKE 0 w SEE DETAIL 20 FO MO 2>W R RE -. • 1 .� G GLo INF01�1'1ATION S11"I Architecture and Interior Design di<-'' _ _:_ FLASHING Limited Liability Company ATTIC fflIll SEE DETAIL IS 1301 First Avenue, Suite 301 ==r��I FOR MORE A80.01 Seattle, Washington 98101-2074 \ INFORMATION SIM Phone: (206) 467-5828 Fax (206) 467-0627 uivi1ti'1 ROOF TUES ATTIC - 1 ft ,D Arc M 2 LAYERS 5/8' TYPE 'X' GW B �`� 4 2 ''may EA.SIDE ....4 II!T � AT TO F OO C I ING TY ICA_�. ,w,�s INCTa, I =��—P NOTE: .! �/�' w 13 NO WALL OPENINGS Al TOP FLOOR ,� �® I WITHIN 12' OF THE 2HR WALL `�1 ►, I (DEPTH OF ROOF OVERHANG) O 0" I _ Y FIREBLOCKING PER WALL TYPE Mil SPACED EVERY 10 LF MAX. ■ PROVIDE MAT'L BETWEEN PLATES +11 UNIT PER 1991 UBC SECTION 10822 ®t�: SEE SHEET A0020 THIRD LEVEL Iff - FOR UJALL AND FLOOR .. 2H PARTY R P R LL — - ! 1, SEE WALL ASSEMBLIES ASSEMBLIES SHEATHING FOR SHEAR d CONT.FIRE STOPPING ,. 2 x 4 PLATE TYPICAL BASE TRIM til wi A 7 UNIT '. uai1 Hollow :, I. RIM JOIST LLI SOLID BLOCKING I ill South , ,,,swit,..1_,E4...,_i f 2x SOLID BLOCKING ILI oz...,. ..,1 Townhomes 1 OA '71 • 4« CONT.FIRE STOPPING �Ilii. FIREBLOCKING PER WALL TYPE MI ri p SPACED EVERY 10 LF MAX. PROVIDE MAIL BETWEEN PLATES : ....1, �. El PER 1991 UBC SECTION 10822 Tigard,and� Oregon on 1 ► � uNIT !► I'.- naL for SECOND LEVEL C ,r/ '' '-j—► 2 H R PARTY WA LL Brownstone Homes, L.L.C.SEE WALL ASSEMBLIES IL 1 SHEATHING FOR SHEAR LIA Q DRAWING ISSUES: DATE: 2 HOUR GA WP 3820 STC 55 59 NGC 3056 2 LAYERS 5/8 TYPE 'X' GWB EACH SIDE R - CONT.FIRE STOPPING 1. DESIGN DEVELOPMENT X4 PLATE EACH SIDE,(ATTACH PER STRUCTURAL) 4-1-10 1/9/2001 III - - 2 x 4 PLATE 0 2. DESIGN DEVELOPMENT - ROUND 2 W 1 s 1/18/1001 2X4 STUDS EACH SIDE M' TYPICAL BASE TRIM Z 3. BLDG PERMIT APPLICATION 1HR PARTY ��== 9/2001 r �.. 4. REVISED LOT NUMBERS ►� CA WALL I _ AIR SPACE 2/1/2002 iiiiiiiillat 5 FOR CONSTRUCTION I'', R RUCT N limn T T T T T T T �►' �— UNIT • , _► 5/3/2002 �' e 6.PERMIT COMMENTS 3 1/2' WOOD FRAMING BATT INSULATION HEATED SIPACE ,�►.��' jPA_A_A_A_ RfM JOIST 5/21/2001 A .. A. i „..4. A. ■ i imp. SHEATHING,PER STRUCTURAL (AS REQUIRED FOR SHEAR) 1. . r � � � w SOLID BLOCKING NG PROVIDE FIRE BLOCKS a 10' (MIN.) INTERVALS BOTH O 8. FIRE BLOCKING: DO NOT �� i!tI1I DBL 2x 50LID BLOCKING �- VERTICAL 4 HORIZONTAL ►1 II ON ACH 51 9• = NAIL RIGID MAT'L TOWN FIRE BLOCKING TO BE 2' NOMINAL LUMBER,GWB,OR 4�' I� - _.-, E DE STUDS. FILL ALL GAPS WITH UBC APPROVED MINERAL OR GLASS FIBER NONRIGID MATERIAL. � � �� r -* 10. APPROVED FIRESTOP MAIL -.� II CONT.FIRE STOPPING V 11. SIDING OVER WEATHER RESISTIVE BARRIER -,` FIREBLOCKING PER WALL TYPE ^� r EXTERIOR SIDE 2 HOUR GA WP 8415 N/A N/A SPACED EVERY 10 LF MAX. co REVISIONS: DATE: (2)LAYERS 5/8 TYPE 'X' GYP.SHEATHING (SIM) ..rfO' I PROVIDE MAT'L BETWEEN PLATES w GARAGE PER 1991 UBC SECTION 10822 W12 �••� 2HR EXTERIOR - �� SHEATHING PER STRUCTURAL --I WI) PRESSURE TREATED PLATE I WALL 2X4 WOOD FRAMING FOOTING FIRST FLOOR `-�� '��jii Z Q � `� t� I I I I NOTE } - NE ENTIRE BUILDING SHALL BE 9_ No. A PROJECT N II �I p- PROVIDED WITH NOT LESS THAN T- -*-(2)LAYERS 5/8' TYPE 'X' GWB ,T) 1 o° CLASS B ROOF PER UBC omo �}\ 2001026.00 9 SECTION 504b.412 4) U °� � o°oo C�oCP°U�°ff D Q O o O; .0 O�O o$O o O oo o Q ci, NOTE: IF PLYWD.SHEATHING I5 APPLIED BETWEEN GWB 4 (9omoimomomo THE TOTAL WIDTH OF ALL OPENINGS fy DRAWING TITLE IN 2HR WALL SHALL NOT EXCEED 0 -EXTERIOR SIDING STUDS THE LENGTH OF NE FASTENERS SHALL INCREASE D 2590 OF THE LENGTH OF WALL IN �-- 4 MIN. NE THICKNESS OF THE PLYWOOD. D EACH STORY. ALL OPENINGS SHALL � HR. WALL L. 1 to -BE PROTECTED BY 1 1/2HR RATED ASPHALT COMPOSITION SHINGLES (CLASS B) ov° ASSEMBLY. Z ASSEMBLIES 1 HOUR UBC 1991 NIA N/A OVER WEATHER RESISTIVE BARRIER '��° °��°°�°��°°�°�� oo°ao° O AND DETAILS (WITH OR STATE �'°om°om°om°om°om°om°o R3 OVER PLYWOOD SHEATHING AMENDMENTS a EXTEND 2HR PROTECTION THROUGH v TABLE 1_C a CONCEALED SPACES IN HORIZ. SCALE: AS NOTED ti Rte_ PREMANUFACTURED ROOF TR1J`55ES ITEM Z1-l.l) PROJECTING ELEMENTS. CEILING N. °I SU ATION WITH VA o A IER ON ' SHEET No. R-38 BATT N L P R B RR o HEATED 0 E SPACE 11111111111-111 WARM SID (5BOTT01") X a p (1)LAYERS ' T PE ' 'M ctl , .. ai I1I �._`� _ S CT I ON: 2 WR UAL.L. 1'. '- ' O— NOTE: PROVIDE FRT SHEATI-ZING MIN. 4 0 EACH SIDE OF d -0004r A PARTY WA O TY LINE 1 w�3 0004 Z � F P R LL/PR PER L E 00 a, a GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". C 1 41551REViATiONS M4TEI4L LEGEND ZONING CODE ANALYSIS PROJECT DATA DRAANS INDEX A L SHEET # DRAWING TITLE SCALE AB ANCHOR L R BOL L EFT,LONG ZONE R 4.5 LOCATION: SOUTH OF THE INTERSECTION ACOUS ACOUSTICAL LAM LAMiNATE(D) ATTACI-TED SING4.E-FAMILY UNITS OF SW GREENFiELD DRIVE A00.00 COVER SHEET ADDL ADDITIONAL LAU LAUNDRY LARGE SCALE PERMITTED CONDITIONALLY AND SW GAARDE STREET. MATERIAL SECTIONS LAY LAVATORY SE A00.01 INFORMATION not to scale ADJ ADJUSTABLE LA L R AS AN APPROVED PLANNED DEVELOPMENT T(GARD, OREGON PROJECT iN ORMATION OF ABOVE FINISH FLOOR LB POUND A00.10 GENERAL NOTES not to scale ALT ALTERNATE LOG LOCATION CONCRETE .._0-p.:'.�... ..:.,:,, LOT SIZE: SiNGLE-FAMILY ATTACHED RESIDENTIAL UNITS LEGAL LOCATION: iN THE NE 1/4 4 SE 1/4 OP SECTION 4, .�.- A00.20 ASSEMBLIES not to scale TOWNSHIP 2 SOUTH RANGE I I WITH WEST of TH - ITT Al ONE DWELLING LOT i N P ROOM A E DWELL PER L RA E UJE THE LIVING PERMITTED A NG , OX 'APPROXIMATE L ROO C PPR PPRO TE LR CAST iN PLA E APT APARTMENT LRG LADE NO MORE TI4AN FiVE ATTACHED UNITS IN ONE WILLAMETTE MERIDIAN, IN THE COUNTY A10.00 SITE PLAN I►t _- 301-0" LT LIGHT _ _ = GROUPING. (CUP/PUD) OF WASHINGTON, iN THE STATE OF OREGON, ARCH ARCHITECT(URAL) L L G — — — — AVE AVENUE LTG LIGHTING EARTH —II..,mic=u-1_-m�_ m=men—ue�,_..ma MINIMUM LOT WIDTH: N/A PROJECT DESCRIPTION: 64 ROWHOUSE UNITS A20,01 UNIT PLANS, UNIT A-N, LEVELS I, 2, $ 3 I/4" = 1'-0" B M A20.02 UNIT PLANS, UNIT A-S, LEVELS I, 2, 4 3 1/4" = I'-0" BD BOARD MAS MASONRY GRANULAR FiLL •• - - - 000 - •• B{TUM BITUMINOUS MAIL MATERIAL o0 0o.C.Co0P,o0 MAXIMUM LOT COVERAGE: N/A LOT AREA: 114,29S SF A20.03 UNIT PLANS, UNIT B-N, LEVELS I, 2, 3 I/4" _ ('-O" BLDG BUILDING MAX MAKIN MINIMUM SETBACKS: A20.04 UNIT PLANS, UNIT B-5, LEVELS I, 2, 4 3 I/4" = 1'-0" M MASTER BEDROOM i "" _ BLKG BLOCKING BR A20.05 UNIT PLANS, UNIT G 5 LEVELS I, 2, 3 1/4 11-0" METAL U BLVD YA MC MEDICINE CABINET � � FRONT YARD 20 FEET , , , BOULE RD SIDE FACING STREET A20,06 UNIT PLANS, UNIT GSB, LEVELS I, 2, $ 3 1/4" = I'-O" BM : 1OH EA MECH MECHANICAL ON CORNER 4 THROUGH LOTS 15 FEET �" T I UOUS C ON N A20.01 UNIT PLANS, UNIT D 5 LEVELS I, 2 3 1/4" 11-0" BO OF MEMB MEMBRANE UNT L O SIDE YARD 5 FEET u = t tt t MET ROUGH FRAMING A20.08 UNIT PLANS, OPTIONS FOR LEVEL I 1/4 = I -0 BO BOTTOM E METAL REAR YARD 15 FEET , BR BEDROOM MEZZ SINE DISTANCE BETW PROP LINE A20.0q UNIT PLANS, OPTIONS FOR LEVEL I 1/4" = (t_0tt WIT BASEMENT MFR MANUFACTURE(R) AND FRONT OF GARAGE 20 FEET tt = t tt SL OCKING _ BUR BUILT UP ROOF MIN MINIMUM,MINUTE A21.1• UNIT PLANS, OPTIONS FOR LEVEL I 1/4" i • _ C MiSC MISCELLANEOUS MAXIMUM HEIGHT, 30 FEET A20.11 UNIT PLANS, OPTIONS FOR LEVEL I 1/4" - 1 t O tt GLO CAB CABINET MO MASONRY OPENING a._.: _� MEASURED TO MIDPOINT OF A20.I2 UNIT PLANS, OPTIONS FOR LEVEL 3 1/4" - 11-0" . PLYWOOD �•�•���� CALL CALCULATION MULT MULTIPLE ----- HIGHEST GABLE OR 141P Architecture and Interior Design Limited Liability Company CB CATCH BASIN N 1301 First Avenue, Suite 301 PARKING SPACE A21.01 DOOR 4 WINDOW SCHEDULES, ROOF VENT GALL not to Scale , CIP CAST-IN-PLACE(CONCRETE) N NORTH F(N(SHED WOOD I111111 Washington 98101-2074 NA NOT AMICABLE STANDARD 8,5 X 18.5 Seattle, CL CENTERLINE APPLICABLE Phone. 206 467-5828 COMPACT 1.5 X 16.5 ( ) CLG CEILING N{C NOT N CONTRACT A30,0IA BLDGS I, 2, 4 6, LEVELS I, 2, 3 4 ROOF PLAN i/8" = I'-O" , (206 467-0627 NOM NOMINAL CLR CLEAR NO NUMBER GLASS MINIMUM PARKING A30.OIB BLDGS 14 2 ELEVATIONS I/8 II = I 1-O II Fag.A P CMU CONCRETE MASONRY UNIT Al- 2 BEDROOM 1.5 I DU CO CLEAN OUT NT$ NOT TO SCALE 3 BEDROOM 1.15 /DU A30.OlG BLDG 6 ELEVATIONS I/8" = I'-O" - DA COL COI. 0 ►.;.;..*:..� , 1 t� RIGID INSULATION ... �+ R D L C CONC CONCRETE OC ON CENTER A30.03A BLDG 3,LEVEL I PLAN, LEVEL 2 PLAN i/8 - l'-0" ,`�'•`�S +d1 CONT CONTINUOUS OD OUTSIDE DIAMETER . . : . . , . A30.035 BLDG 3, LEVEL 3 PLAN, ROOF PLAN I/811 = I'-O" � � CONTR =CNLr BATT INULATION ���������������� AO 03G BLDG 3 ELEVATIONS I/8" = I'-O" =YNO'�' -SMITH• o OPNG OPENING ,:,,.; CORK CORRIDOR OT' OPPOSITE CPT CARPET(ED) ORD O VERFL OW ROOF DRAIN G 8 . . � , A30.04A BLDG 4, LEVELS 12 3 i ROOF PLAN I/8" = I t-O � ATTLE,�•.S NI NGTQN CSMT CASEMENT OVHD OVERHEAD "" = '- " 469197-A30.048 BLDG 4 ELEVATIONS i/8 I O CT CERAMIC TILE P �1 p FED PEDESTAL A30.05A BLDG 5 LEVEL I PLAN, LEVEL 2 PLAN I/8" = I'-O" � OF �� D DRYER PEEP PERF PERFORATED DEMO DEMOLISH,DEMOLITION PERIM PERIMETER A30.05B BLDG 5, LEVEL 3 PLAN, ROOF PLAN I/8" = 1'-0" DEPT DEPARTMENT PERM PERMANENT S"rMOL � � �� = "_ "" A30.05G BLDG 5 ELEVATIONS I/8 = I O DET DETAIL PERP PERPENDICULAR See drawings for additional symbol legends. DP DRINKING FOUNTAIN PL PROPERTY LiNE DIAM DIAMETER PLAM PLASTIC LAM f NATT= A30.01A BLDGS 1 $ 8 LEVELS 1 2, 3 4 ROOF PLAN I/8 11 = 11-0" II DM DIMENSION MUD PLYWOOD A30.078 BLDGS 1 $ 8 ELEVATIONS I/8 tt = I t-O tt DM DOWN PR PAIR DOOR NUMBER ELEVATION POINT OR DO DITTO PRCST PRECAST _ CONTROL JOINT A30.DgA BLDG q LEVEL I PLAN, LEVEL 2 PLAN I/8" = I' O" DR DINING ROOM,DOOR PREFAB PREFABRICATED 3 REVISION A30.O5B BLDG q LEVEL 3 PLAN, ROOF PLAN I/8" - I' O" DS DOWNSPOUT PRELIM PRELIMINARY © SMOKE DETECTOR ' DW DISHWASHER PRKG PARKING A30.OgG BLDG q ELEVATIONS 1/8 = I -O DWG DRAWING PROJ PROJECT O WINDOW TYPE .�. CEILING VENTS ViCiNiTY MAP DUN DOMESTIC WATER HEATER PROP PROPER A30.10A BLDG iO LEVEL I PLAN LEVEL 2 PLAN I/8" _ ('-O" DWR DRAWER PSI POUNDS PER MARE INCH X I ST ING EXIT T S ICsN " = ' E PT POST-TETISIONEO �� NEW ORE E A30.1DB BLDG 10, LEVEL 3 PLAN, ROOF PLAN 1/8 - (-O E EAST PT PRESSURE TREATED SPOT ELEVATION �— W/ DIRECTIONAL INDICATION A30 JOG BLDG 10 ELEVATIONS I/S" = 1'-0" EA EACH PYirtT PAVEMENT _.- EMERGENCY LIGI-IT1NG A _ EIFS EXTERIOR INSULATION AND R DETAIL SECTION 30.IIA BLDG 11 LEVEL 1 2 3 ROOF PLANS I/8 1 -O FINISH SYSTEM R RiSER a FIRE EXTINGUISHER uaii A30.1 I B BLDG I I ELEVATIONS I/8" = I'-O"EL ELEVATION RAD RADIUS H o 11 o w a ELEC ELECTRIC(AL) RC RESILIENT CHANNEL i o DOWN SPOUT �. 05 ELEV ELEVATOR RCP REFLECTED CEILING PLAN ''` , �, > A30.I2A BLDG 12, LEVEL I PLAN, LEVEL 2 PLAN 1/8" = I'-O" ENCL ENCLOSE (URE) RD ROOF DRAIN 44,�) 2 INTERIOR OR EXTERIOR 0 THROUGH-WALL VENTILATOR o cn Q II = �` South mm ELEVATION �.c A30.I2B BLDG 12, LEVEL 3 PLAN, ROOF PLAN I/8 = I -O REF REFER(ENCE) EQ EQUAL ,, 2 cb A30.I2G BLDG 12 ELEVATIONS EQUIP EQUIPMENT REFR REFRIGERATOR LEVEL CHANGE Walnut u t S t E P E PMEN ` in 8MT EASEMENT REINF REINFORCE(D),IING) �� SW W ! E E EMEN OWfln 0 111 e S QD REQUIRED WALL/FLOOR/ROOF TYPE , z i n _ t n EST ESTIMATE(D) RE Q EXHAUST FM < A30.13A B�DG 13, LEVEL I PLAN, LEVEL 2 PLAN I/8 – I –O .� EW EACH WAY RESID RESIDENTIAL A30.13B BLDG 13, LEVEL 3 PLAN, ROOF PLAN I/8" = I'-O" EXH EXHAUST RESIL RESILIENT BUILDING NUMBER 4, " = , .Iz CDI H RECESSED HEAT LAMP v, A30.i3G 'BLDG G 13 ELEVATIONS I S = I –O t ) REVISED o LD / REVISION S { REV REY RE BED 5 ' : EXP AN8 ON , EXPANSION EXST EXISTING RFG ROOFING �� RECESSED CEILING MOUNTED EXHAUST VENT ', T- -` EXT EXTERIOR RM ROOM Q A50.10 INTERIOR UNIT ELEVATIONS I/2" = II_O"t F RO ROUGH OPENING IV SECTION Tigard, Oregon FAC FACTORY 8 0 CZ for FAN FLUID APPLIED MEMBRANE S �'� r,-) 1 A10.10 BUILDING SECTIONS I/8," = 1 -0 . Brownstone Homes, L.L.C. FCIO FURNISHED BY CONTRACTOR± SCI-TED SCHEDULE S STORM DRAIN 1• — INSTALLED BY OWNER D � A80.01 DETAILS VARIES A FOOT FD FLOOR DRAIN 8F SQU RE ,-1, C SW Gaarde St AS0.02 DETAILS VARIES FDN FOUNDATION SHT SHEET S T E • , DRAWING ISSUES: DATE. FE FIRE EXTINGUISHER SHTG SHEAT�I{NG > • .w D ' 'ILS ARI-• I. DESIGN DEVELOPMENT FiN FINISH(ED) SHV SHELVES(ING) { A80.04 2-HR. WALL ASSEMBLIES AND D AILS VARIES 1/9/2001 FL FLASHING Si SQUARE INCH I 2. DESIGN DEELOPMENT ROUND 2 FLR FLOOR SiM SIMILAR UN i T MIX / U L D i NC AREAS � 1 /18/2001 FOC FACE OF CONCRETE SP STANDPIPE , ' Sy, 3. BLDG PERMIT APPL(CATI011 Bull Mountain R FOF FACE OF FINISH SPEC SPECIFICATION 3 d 912001 �'4, REVISED LOT NUMBERS FOM FACE OF MASONRY SPKLR SPRINKLER 2/1/2002 FOS FACE OF STUDS SO SQUARE I-follow South (,) , --t 5.FOR CONSTRUCTION MEW SS SANITARY SEWER 2�0102�.1�� Quail FOIC FURNISHED BY OWNER ... -p„C15 u •a e•. 2 200 6.PERMIT COMMENTS 5/3/200 INSTALLED BY CONTRACTOR SST STAINLESS STEEL p w...w......._. ..._.. ._..._..__._....._.._.... _...:..,_..w....._., __.._.,._ _......__, FPL FIREPLACE St STREET 5/22/2002 A STC SOUND TRANSMISSION CLASS A-N A-S B-N 8-5 C•S D-S CS-I3 PROJECT DIRECTORY �. FRT FIRE RETARDANT TREATED Unit Type — TO STORAGE Ft FOOT,FEET STOR # f bedrooms 2 2 2 2 3 3 3 O o � FIG FOOTING STRUCT STRUCTURE(AL) f 1 726 1 88 I I2 125 1 II 1 2� I 88 ,6 9. Heated ,5 ,5 ,5 ,6 FURN FURNITURE 8U8P SUSPENDED ,5 OU�IER: G SYS SYSTEM Garage 547 541 541 541 410 372 410 BROWNSTONE HOMES, L.L.C. f-- -D 6655 SW HAMPTON, SUITE 200 r GA GAGE T Storage (Optional) 85 85 O O O O O GALV GALVANIZED T TREAD ' PORTLAND, OR 91223 - , GAR GARAGE TtG TONGUE AND GROOVE Decks 35 35 46 46 35 48 48 TEL. (503) 59S-"1565 FAX (503) 598-9081 Ill CONTACT: RANDY MYERS '� GB GRAB BAR TB TOWEL BAR Building .Area REVISIONS: (� REVISIONS: DATE: f GENL GENERAL TEL TELEPHONE 1.9=;13 Unit Count I-Tested Garage Total 1a--L GL GLASS TEMP TEMPORARY Bldg ARCHITECT: GLU LAM GLUE LAMINATED tHK THICK!NESS) 1 A 2 2 4 6,426 I,g14 8,340 GGLO ARCHITECTURE 4 INTERIOR DESIGN GOVT GOVER'IMENT THRU THROUGH 2 4 6,426 I,1I4 8,340 1301 FIRST AVENUE, SUITE 301 2 A 2 _... GYP GYPSUM TOB TOP OF BEAM GARS GUS GYPSUM WALL BOARD TOC TOP OF CURB 3 F 3 I 2 I I & 12,516 4,102 16,618 it * �1!��OF SEATTLE, WA 98101-20`14 I 2 2 4 6,430 I,g14 8 44 Approved..........................................................' }: TEL. (206) 461-5828 FAX (206) 461-062'1 14 TOFF TOP OF FINISH FLOOR 4 C y Approved..••• Z H HiGH 5 E I 3 2 6 •............................... CONTACT: ANNIE MEADOWS TOT TOTAL 1,468 3,008 (2,416 * 'i ' Conditioneil ;�,,: 6 A 2 2 4 6,426 l,gl4 8,340 For�. the work as described in: o wanimmwmassmanswasff HB HOSF ,�Ed8 TOW TOP OF WALL pF MIT C3• I-IC HANDICAPPED TV TELEVISION I A 2 , , ,3 se: Lett ............................ ............ }� PROJECT No. 2 4 b 426 VII 840 I=ailow ••••••_ ( }: CiViL ENGINEER: HDWD 'HARDWOOD TYP TYPICAL 8 A 2 2 4 6,426 I,gl4 8,340 OC. 2001 026.00 U 1 3 2 b 1,463 3,008 12,411 * * Jab *drE Vfrttach ,,T HEIGHT UC UNIO "i BUILDING CODE _ , -_------ VANCOUVER, WA 986�ofa 10 D I 2 I I 5 1,g1q 2,423 !0,402 TEL. (360) 150-0399 FAX (360) 150-0433 Of DRAWING TITLE ,' HM HOLLOW METAL UNFiN UNFiN{SHED H 0 2 2 4 6,430 1,114 8,344 CONTACT: MiKE MILLER HORIZ HORIZONTAL UON UNLESS OTHERUJISE NOTED 111 2,423 10,402 HR HOUR UTIL UTILITY 12 D 1 2 1 I 5 1, , 1— PROJECT 13 E I 3 2 b 4,468 3,008 12,416 * * ., ::!41:4:14: e6:4:71:14 :/ /e/ e;4:4L-14: ;:HTR HEATER V �• STRUCTURAL ENGINEER: INFORMATION Ti ATiON AND VCT VINYL COMPOSITION TILE 5 16 11 2 13 64 10163 31,310 133,233 2 I -► , HYAC HEATING,YEN L Totals I 16 ( I � TIM R. FRCS-lCH CONSUL t 1NG ENGINEERS, INC.AIR CONDITIONING VEH VEHICLE 2% 25% 8% 25% I1% 3% 20% 1009'0 V Ratio ���� � 6969 SW HAMPTON STREET I VERT VERTICAL TiGARD, OR 91223 2 ID INSIDE DIAMETER YiN VINYL - TEL. (503) X024-°1005 FAX (503) 624-9110 �L • ,•-PROVIDE 2 i-4R. AREA SEPARATION WALL s��-E• N`T"'�'. ' iTC IMPACT INSULATION CLASS Yr ViNYL TILE Included in Garage area * S4 CONTACT: FARAMARZ DiNDAR-AZiMI (DEAN) 4541 iNCL INCLUDING WOf 61 iNSUL INSULATION W WEST,WIDE,WASHER 5-UNITS ql% /3 SHEET ��''.61 AN S CA ARCHITECT: TNT INTERIOR W/ WITH . LANDSCAPE PE fa 0 K N-UNI r5 q�5 CEDAR LANDSCAPE, , W/D WASHER/DRYER � INC. �- 100 KIT KITCHEN W/O WITI4OUT 14145 S.W. GALF3REATH DR. HERWOCD, OR 91140 re,co .� WC WATER CLOSET STEL. (503) 625-3100 FAX (503) 625-8622 0 j la WDW WINDOW CONTACT: HE I D I CHANG VD WOOD 0 0 WR WATER REBISTAN1 . a GGLO ARCHITECTURE Sc INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". WALL ASSEMEL I ES ... .1. OC1R/CE IL. I \G ASSEM5L I E S NoTFe : 1 NOTE: ALL NOTED NAILING REQUIREMENTS ARE MINIMUM AND ARE FOR MINIMUM FIRE RATINGS. SEE STRUCTURAL FOR ADDITIONAL REQUIREMENTS. NOTE: ALL NOTED NAILING REQUIREMENTS ARE MINIMUM AND ARE FOR MINIMUM FIRE RATINGS. SEE STRUCTURAL FOR ADDITIONAL REQUIREMENTS. CHAPTER 1: FIRE-RESISTIVE WALLS,FLOORS,AND FIRE RATING SOUND RATING FIRE RAT INCA SOUND RATING CEILINGS SHALL BE CONTINUOUS, WITHOUT OPENINGS ESCIFTIQN RATING SOURCE RATING SOURCE h E�CR I i ON RAT N G SOURCE RATING SOURCE RCE OR PENETRATIONS,BUT MAY HAVE OPENNGS FOR COPPED SKEET METAL,OR FERROUS PLUMBING BOXES, P(PE S f DUCTS,AND DELECTRICAL OUTLET B PROVIDED THE AREAS OF SUCH O PEN I NGS THROUGH 1/2' GWB EACH SIDE N/A N/A N/A N/A FINISH FLOORING PER OWNER WA N/A N/A N/A THE ASSEMBLY AGGREGATE NOT MORE THAN a 100 SQUARE INCI-1E5 PER 100 SQUARE FEET. . a CONCRETE SLAB PROVIDE APPROVED (`F RATING)FIRE STOPPING TYPICAL TYPICAL ° ° ° .' AT ALL PENETRATIONS FOR ELECTRICAL • - _ 2X4 FRAMING UN.O. SLAB °U° °o O •• R-15 RIGID INSULATION,24' a PERIMETER MECHANICAL,PLUMBING, WALL INTERIOR = _- _ .00 0 0 00 ° ° 0 O - CONDUITS,PIPES,AND SIMILAR SYSTEMS TNROUC�H �O ° O ° ° ° o � S NIL.POLYETHYLENE FiLM VAPOR BARRIER FIRE-RATED ASSEMBLIES. ALL FIRESTOPPiNG SHALL °°O° ° O°oq BE INSTALLED PER THE MANUFACTURER'S 5/8' TYPE 'X'GWB Al GARAGE SIDE SEE NOTE, N/A WA N/A l I I III I I II 1'I I I I I lull 111-111=1�`7 GRAVEL PER STRUCTURAL 4 SOILS REPORT INSTRUCTIONS. 'T' RATING I5 REQUIRED !BELOW ANY CEILING FOR ANY THROUGH-PENETRATING ITEM _ SECTION 302.4, LARGER NM A 4-(NCH NOMINAL PIPE OR i6 SQUARE itikrAYAYAYiYiI1- ..T ili ri M1re-> -r_ EXCEPTION 3 SUBSEA$ DRAINAGE PER GEOTECH RECOMMENDATIONS. �2 4' PERFORATED PIPE,WRAP WITH FILTER FABRIC, INCHES IN OVERALL CROSS-SECTIONAL AREA. NO.F-C-1002) CONNECT TO FOOTING (N /STO AT SYSTEM SYSTEM NO INT.MILL E DRAIN RMW ER TEM OCCUPANCY rL,"_` li R-21 BATT INSULATION WI VAPOR BARRIER GGLO REGARDLESS OF SIZE DUCT OPENINGS IN RATED Architecture and Interior Design - - --— - 2X6 FRAMING UNA. FINISH FLOORING PER OI,U�IER WA WA WA N/A l . . gn 1/2'GWB ��� CEILING F RE DABPE PROTECTED BY APPROVED limited liability Company Fl■ ��f R 1301 First Avenue, Suite 301 5/8' TYPE 'X' GWB EACH SIDE STUDS(2 WALLS) 1 HOUR EACH SIDE GA WP 3514 STC 50-51 RAL FLOOR SHEATHING PER STRUCTURAL SECTION 109.1: INDIVIDUAL ELECTR{CAL OUTLET Seattle, Washington 98101-2074 1 I/4'TYPE W DRYWALL SCrEu6 412'OZ 467-5828 Phone: 206 WA S) (2) IL 13-224 (SIM) TYPICAL - BOXES IN FIRE-RATED WALLS SHALL BE OF STEEL (206)STAGGER JOINTS EACH SIDE (2-1 HOUR LL TJI JOISTS PER STRUCTURAL (2X2 Al LOCATIONS) Fax: (206) 467-0627 GA WP 3810 FLOOR- AND NOT GREATER THAN 16 SQUARE INCHES. ) (2)2X4 PLATES,ATTACH PER STRUCTURAL CEILING, OUTLETS ON OPPOSITE SIDES OF A WALL SHALL BE PARTY (2)2X4 STUDS TOWNHOMES MINIMUM 24 INCHES APART. WALL _____=^=T= `- = _ - _ „me_ ' AIR SPACE 'GA' REFERS TO GYPSUM ASSOCIATION FiRE RESISTANCE D A/lc DESIGN MANUAL. 4,� rirl ri T.:T;, 3 1/2" WOOD FRAMING GATT INSULATION ItIA1I1IAtSSAtA NOT REQ'D BETWEEN GARAGES ►. ..::-...;;.:. .. ~ �n r iiivattatiorsta SHEATHING AS REQ'D FOR SMEAR I LAYER 1/2'GM 1 O !E�!S .-:-.-:-----..--;-,,:-.;...::•".- . NOTE: 6,4' THROUGH PENETRATIONS ARE PROHIBITED. 2X4 SPACED DECKING WA N/A N/A N/A WHERE DIFFERENT WALLTYPES ARE IN THE SAME S , X1,4 NI PLANE,EXTEND ADDITIONAL LAYER(S)OF Ma AS REQUIRED FOR A SMOOTH FINISH. >„ S / . FLOA M rifro. _ 44 5/8' TYPE 'X' GWB EACH SiDE STUDS(2 WALLS) F2 1 HOUR EACH SIDE GA WP 3514 STC 50-51 RAL ��OF 0'- FIRESTOP • MEMBRANE PENETRATION _ TYPICAL �- - 2X6 STUD a PLUMBING (2-i HOUR WALLS) l2) GA 3810 iM) � ��, EXTERIOR W4 3 PCP SOUND WRAP ALL DRAIN PIPES (MIN.) DECK �� WOOD JOISTS PER STRUCTURAL PARTY 2X4 STUDS,SPACING PER STRICT.(24' O.C.MAX.) SECTION 302.4 EXCEPTION 3: IN THE ONE-HOUR OCCUPANCY SEPARATION BETWEEN WALL NOTE: ' I AIR SPACE WOOD EXPOSED TO WEATHER TO B GROUP R,DIVISION 3 AND GROUP U OCCUPANCIES/E PRESSURE TREATED THE SEPARATION MAY BE LIMITED TO THE INSTALLATION p11iI,i,i,ifI1I ONATURALLY RETANT TO DECAY,TYPICAL.3 1/2 WOD FRAMING BATT INSULATION F MATERIALS APPROVED FOR ONE-HOUR FIRE- REITIVE CONSTRUCTION ON THE GARAGE 61DE AND A , SHEATHING PER STRUCTURAL (A5 nap FOR SHEAR) ilifirtirrifilrilrifrall . . .. . . :i.� SELF-CLOSING,TIGHTFITTING SOLID-WOOD DOOR 1 3/8 -- --; A F- OS TIGHTFITTING INCHES IN THICKNESS,OR SEL CL 1NG, GH G THROUGH PENETRATIONS ARE PROHIBITED. FINISH FLOORING PER OWNER SEE NOTE, wA WA wA DOOR WAVING A FIRE-PROTECTION RATING OF NOT LESS THAN 20 MINUTES WHEN TESTED IN ACCORDANCE WITH • SECTION 302A, PART ii OF USG STANDARD 1-2,WHICH 18 A PART OF EXCEPTION 3 3 T T T T aria. THIS CODE, IS PER MITTED IN LIEU OF A ONE-HOUR ' /A N/A WA N/A -�� FLOOR SHEATHING PER STRUC. ASSEMBLY. FIRE DAMPERS NEED NOT BE INSTALLED 1/2'GWB,BOTH SIDES N/A FLOOR- _�' iN AIR DUCTS PASSING THROUGH THE WALL,FLOOR, . ..:.:.. :.... CEILING g TJI JOISTS a 24' O.C.MAX. (2X12 AT SOME LOCATIONS) W OR CEILING SEPARATING A GROUP R,DIVISION 3 ' 3 PCF SOUND WRAP � ALL DRAIN PIPES (MIN.) GARAGE/ OCCUPANCY FROM A GROUP U OCCUPANCY,PROVIDED U WA z PROVIDE FIRESTOP : PENETRATION lir DWELLING R-30 BATT INSULATION WITH VAPOR BARRIER ON WARM SUCH DUCTS WITHIN THE GROUP U OCCUPANCY ARE PL MB. LL li INT.UNiT SIDE (TOP)WHERE GARAGE (UNHEATED SPACE)BELOW CONS TRU C TED OF ST EEL HAVING A THICKNESS OF NO 1::::3 �, 2X6 WOOD FRAMING LESS THAN 0.0 19 {NCH (N0.16 GALVANIZED ZED SHEE T Quail Hollow ow 5/8 TYPE X GWB GAGE)AND HAVE NO OPENINGS INTO THE GROUP U III : -�� OCCUPANCY. > South SIDE SIDING N/A N/A WA EXTERIOR OVER WEATHER RESISTIVE BARRIER N/A ill LUtyillirrarairst T ownhomes � FINISH FLOORING PER OWNER N/A WA N/A N/A EXTERIOR SHEATHING AS REQ'D FOR SHEAR elf , �- WALL 2X6 WOOD FRAMING F4 �T` yireftipi mo FLOOR SHEATHING. ilia ACE STAPLED R-21 BATT INSULATION W/VAPOR BARRIER FLOOR OVER IWAWAWA lin 1/2 GWB EXTERIOR R. BATT INSULATION WIN VAPOR BARRIER ON SPACE WAR1'1SIDE (TOP) i-- Tigard, Oregon 1 TJI JOISTS WiTH 1 1/2' HOLES a 16' 0.0.FOR g g 1- CROSS VENTILATION (2X12 AT SOME LOCATIONS) � for SIDING WA N/A N/A N/A <1. EXTERIOR SIDE O ATHER RESISTIVE BARRIER ' 3/8' ROUGHSAU N PLYWOOD WiTH 1X2 BATTENS g 16' O.C. Brownstone Homes, L.L.C. VER U1E UJ1 — PROVIDE SEALANT Al PLYWOOD ED GES AND BUTT JOINTS, a-- = AN CO VER WIN BATTEN,TYPICAL. Ili EXTERIOR --- -_ __ � DRAWING ISSUES: DATE. -- SHEATHING AS REQ D FOR SHEAR WALL Al (i). DEVELOPMENT 1. DESIGN DEVEL PMEN UNHEATED • 1/9/2001 SPACE . WOOD FRAMING WA WA WA WA 2. DESIGN DEVELOPMENT - ROUND 2 EXTERIOR SIDE v i I/2'MIN CONCRETE TOPPING 1/18/2001 1/2' GUS F Z 3. BLDG PERMIT APPLICATION WA OOFING MEMBRANE. a _,�.. TERPR MEMB E TYPICAL =" _ (-). 4. REVISED LOT NUMBERS EXTERIOR EXTERIOR GRADE PLYWOOD SHEATHING --I 5.FOR CONSTRUCTION SIDING 1 HOUR GA WP3514 N/A WA PORCH �` 5/3/2002 ATH RESISTIVE BARRIER,B01H SIDES EXTERIOR SIDE OVER WE ER 6.PERMIT COMMENTS WOOD JOISTS PER STRUCTURAL I fl 5/22/2002 5l8 �S TYPE 'X' GP. ' ' Y SHEATHING,BOTH SIDES 1. I I/4'TYPE W DRYWALL SCREWS•12'O.G.STAGGER JOINTS EACH SIDE FREE-STAND LNG WALL CRAWL SPACE 0 8. =1,1. 1- 2X4 WOOD FRAMING 1-- (a• NOTE: IF SHEARWALL SHEATHING I8 APPLIED BETWEEN GWB ASPHALT COMPOSITION 8HINGLEB(CLASS C) WA N/A N/A WA v 4 STUDS T1-IE LENGTH OF THE FASTENERS SHALL INCREASE OVER WEATHER RESISTIVE BARRIER jj 11. IT{ SH ATH( OVER PLYWOOD SHEATHING EXTERIOR SIDE MN.THE THICKNESS OF NE ADDITIONAL E NG �, � ---) al REVISIONS: DATE: EXTERIOR SIDE WATERPROOFING MEMBRANE N/A N/A N/A N/A TYPICAL PREMANUFACTURED ROOF TRUSSES CLING R-38 BATT INSULATION WIN VAPOR BARRIER ON CONCRETE WALL E L �r �' A 1 TT ) TTTT r r WARM OM CO �� 4 4 HEATED , � 1 LAYER 1/2 GWB I A SPACE L�PA EXTERIOR WALL AT BELOW GRADE Q Q 2X4 PRESSURE TREATED STUDS I I 7 HEATED SPACE i -- - NOTE: PROVIDE FRT SHEATHING MIN.4'-0' EACH SIDE OF Q_ R-21 RIGID INSULATION :..,.:;: .:. .....:.:.:::..: , . .:_-. .. .... PROJECT No.-v----:r3.--:----""gg�l igl-� PARTY WALL/PROPERTY LINE ,.,.,.,.,.• .A*AS..�....... 1/2 GWB f-- 2001026.00 ►.....� -��i�i�i�i�i�i�i�i�i�i�i�i�i�i�i� .-i!i!..!.A.m.!i---i!i!t!-....... !.• 0 : :_ _. ASPHALT COMPOSITION SHINGLES(CLASS C) OVER WEATHER RESISTIVE BARRIER WA NA NA NA Of OYER PLYWOOD SHEATHING PER STRUCTURAL DRAWING TITLE SIDING I HOUR GA WP3514 WA N/A2 �� 2 INCHES CLEAR MIN.VENTILATION SPACE,TYP. ASSEMBLIES ( 51 OVER WEATHER RESISTIVE BARRIER TYPICAL CO EXTERIOR DE w1Ø 5/8' TYPE 'X'GYP.SHEATHING Rte- Z 12'• STAGGER JOINTS EACI4 SIDE CEILING 1/4'TYPE W DRYWALL SCREW!.•Iz o�c� AC,CsER � CE{LNG EXTERIOR AT ATTIC RAFTERS 0 WALL $ AArarfuI1i � 0 SHEATHING AS REQ'D FOR SHEAR 1 Il =('-0' R-30 BATT INSULATION WiN VAPOR BARRIER ON SCALE: 2X6 WOOD FRAMING WARM SIDE (BOTTOM)FACE STAPLED • .A ! -21 ATT (NU ATIDN W/VAPOR BARRIER '�AC STAPLED R B L E SHEET No. 0/ �_--�----.--rA1.AiA! a j: -;-.:---:----:::-. � � � � � NOTE: PROVIDE FRT SHEATHING MIN.4-® EACH SIDE OF 5/8 TYPE 'X' GLOB .� 0 11/4'TYPE W DRYWALL SCREWS*12'OTC„STAGGER JOINTS EACH SIDE PARTY WALL/PROPERTY LINE LT NOTE: IF SHEARWALL SHEATHING 18 APPLIED BETWEEN GWB u' t STUDS THE LENGTH OF THE FASTENERS SHALL INCREASE MIN.THE THICKNESS OF THE ADDITIONAL SHEATHING. E:/PROJECT/2001026.00/5-Dl1A/LIBRARY/ASSEMBLY ..____ , ,aa .. ® • 20 , A E A 1 Z r- 1 I *4 • . )1,� GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". 1 C 24' • 24' ., 24' 24' A, 24' i r 9 � 24' �r 24 .� DS DS D5 Itr •DS DS DS p D5 DS DSc----, t= I -°—� — — _ =3 _, - , 1 1 1 10 NI• MIN. 2' FROM A A 10 NOTES- LC PLANS SEPARATION MALL MOD2 (EACH SIDE) = = % 1 BECAUSE MANY DETAILS ARE REPETITIVE,DETAIL _ _ _ _ CALLOUTS AND NOTES SHALL BE CONSIDERED TYPICAL 7� 7� 1"� r� r� FOR ALL SIMILAR CONDITIONS AT OCHER UNITS. �C1 I` I 1'� •�• -� ii �UN I I JJ ( L UN(-r I L UN I I I L UNIT L I L UN I I I L UN I I I L UN I I CONTRACTOR HALL POVE FOR ALL SMILAR_ _ _ CONDITIONAIF DETAILED IN FULL- - - - _ = -- _ - 05 A-5 A5 A5N E3-5 5 (OFF'. IAN ) 2. SEE SHEETS A2ID.ID1-A20.12 FOR UNIT PLANS. HAND) (O PP. � (OFF'. WAND) D CO PP D O . WAND) (OFF. NAND) (OPP. WAND) PP D C D PP ICI 3. SEE SHEETS A10.10 FOR BUILDING SECTIONS. GGLO I-° --� --, Architecture and Interior Design°- � _ o No_ o T`o o r�� -- I I I I I II 11- I 4. SEE SHEET A21.01 FOR ROOF VENTING CALCULATION. Limited Liability Company [ _ 1 I I ( I I ( 1301 First Avenue, Suite 301 I I I i _ _ ,1 I P Seattle, Washington 98101-2074 I © © © ©�3 f I Phone: (206) 467-5828 © 1 I33 I Bol � © 0 © �-- ` '� ! 1 ` Fax (206) 467-0627 J . I 19* I I I —27 1 1 i I I i i 1 II 1 I f 1 ea II 0 - A - - = - - h - - -- - - - - 111! — — — ! - - A 1 A 1 A 401) RC4 lL JI 1L ,11 �� IL -Il I���� _ — — - IL _11 IL ._ll lL ,lf = �i. , MIN. 12' FROM AREA � d zSEPARATION WALL (EACH SIDE) , ' IN 0':. , N-SM SM-, % frji1/. I _ a � a A1TL , . HIND O N DS, _% �_ r ) DS '-ft\ .., DS / D DS r DS r ; i1S D5 I DS 1?>1 C3CS -1 I 1 E '4'.7,;%% .4 6 0 ---1 0113 =CD 0 # ik r- 4 A Imo*_____7 IY n , C) PLAN: LEVEL 2 /��� E3UILD INCB 3 ()) ���i 4c§L 164'-0' ♦ 2 -0 201-0' 20'-ID ♦ 20-ID' ♦ 20'-0' y 20'-0' ♦ 20-0' ♦ 2ID'-0' ♦ 2ID'-ID' 2'-0' -,- ♦ uail HoHollow I__I ZEi South oz. Townhornes 24' 24' 24' 24' 24v 24 �r 24 %r � 2 I- - - - -1 H I- - - - -1 1- - - - -I n �� _ II P P P - Fr -n N, 11 I I II I I i I I II I I I I I I I, ,_____I I I I DS I I D5 ( I I DS 1 DS I DS 1 DS o D8 1 D5 11 `m L{0 T� and Ore on g g I 10 MIN. 12' FROM AREA for I (E CI-15 E) WALL ,> '� Brownstone Homes, L.L.C. IEAGH SID�_� 13 AS002 1 I 1 I I I LLI, DRAWING ISSUES: DATE: s CI 1. DESIGN DEVELOPMENT 1/9/2001 _ _ 2. DESIGN DEVELOPMENT - ROUND 2{� � i — — - -� 0 [-Ti(� � 1/18/2IDID1 _ _�— '�� � � _ 3. BLDG PERMIT APPLICATION 9/2IDID1 UN f�° —' � UN f�' � UN f�' UN I�` I UN I� � UN f�' I UN f� 4. REVISED LOT NUMBERS UNIT I I a - — _ r - - — _ � — i 2002 — _ - — _ _ - r - r - r - —' _I .FOR CONSTUCTION c`- CSE3 A-5 A5 r � rN5 I L I.. _ — — --WII — — — J ( . IRAN (OPP. HAND) 5/3/2002 . 14AN ) (OFF. WAND) (OPP. LAND) (OPP. WANE)) OPP D (OFF. WAND) (OFF. D 6.PERMIT COMMENTS _ � 5/22/2002 �� 1. V� I ' I I — !M� I� S. I II f- 9. J 1 I _ _ ii r I IN. 12 FROM AREA 1 i _ _ I 1 ...02 ii_ l0 �IIO Ertio UJAL '� 11. 1 I _ _ i 1.....L. I _ n \ DS• / � � 7---'' u \ / v \ 1� v \ / v I f� REVISIONS: DATE: _/ DS \_ _ _/ DS \_ _ _ _/ D5 \_ - - -/ DS N_ _ _ ./ DS i__ _ __� DS L_ _ _ _ _J DS N_ - - _/ ') hi1 f _J � z a PROJECT No. N I--- 2001026.00 U f DRAWING TITLE .— BLDG 3 cp 2 LEVEL 1 PLAN 0 PLAN. LEVEL 1 0 LEVEL 2 PLAN 0 SCALE: 10=1' u l D I NC- 3 'a K. SHEET No. e Li- CI to tn I- -', • 7.4 z r 0. .. 0.4 a4 fiP«r GGLO ARCHITECTURE Sc INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". I UNIT CSB UNIT A-S UNIT A-S UNIT A-S UNIT B-N UNIT B-S UNIT B-S UNIT C-S r , , i i i / NO OPENING WITHIN 10'-0' OF AREA SEPARATION WALL 2� 24' 24' 24' -4' ��24 ' 24' 24' (POV1CLAQOP PROVIDE DOWNSP• T FROM 1 I FOR ENTIRE BUILDING I I GUTTER AT GABLE'/HIP 20 ROOF TO GUTTER AT ASOAI. OVERHANG BELOW,TYP. 1 , 1 n n z � ' n ' cv I 1 I i __ __ r_ r._ _ _ _ __ ` �T NOTSL1C�. PLANS 7 r r -1 r -1 r -1'.r - Ir 7 --- , M r 1 • r i t---- 1 I. !` �. " 1. BECAUSE MANY DETAILS ARE REPETITIVE,DETAIL �I: tC4 i i CALLOUTS AND NOTES SI-IALL BE CON IDERED TYPICAL t) --- S 0- � ' •- -- SLO,t tD •-E .--- ' _ 8:!? SLO- `'1 LO SL tD 0-E 8:12 a:12 ALL SIMILAR CONDITIONS AT OTHER UNITS. . �-: L---- --- •' L--- - ,`� FOR 8:12 8:l2 --- I L--- SLO- L.- - ■ ,1 �� -■ , ---� �___ r---� L=== 2 r---� �___ ,2 r---� �___ r 3 �___ OPE SLOPE r---� L=== .2 ---� �__= 2 1---� -__ SLOPE SLOPE �- SHALL PROVIDE FOR ALL SIMILAR SLOPE SLOPE •2 •2 CONTRACTOR CONDITIONS AS IF DETAILED IN FULL. ir I n n 1 n I n n' I n 1 1 n 11 rl IL J L - L- L_ L_ L_ L_ L L -�I L- -�1 i Ll'. .-�L- L J I L J II L J, 2. SEE SHEETS A20.01-A2D.l2 FOR UNIT PLANS. frJ -, r -i� r 1� r ,j r +i r i� r i� r �I� / 11 I, I , I I I I I I I I I I I 1 i GGLO L I I I J I I I 5 J U= , 1 5 1 5 1 3. SEE SHEETS Al0.10 FOR BUILDING SECTIONS. r ,. �jJ L� r 1 rl r -1 r -I I- 1 ,- 1 r 7 r 1 II 1 1 I� 1 I I I I I 1 1 I Architecture and Interior Design ,, I, ,, II I, "Limited liability Company I ,I 1 ��,I I II ,I I , J I L �, [I `_-- n 4. SEE SHEET A2101 FOR ROOF VENTING CALCULATION. , fJ 2 J 1 L_ J'I u L- -J-1 1, L---- L7 5' l- .. "1 I L 17 Lr--I r--�r r 1---I r-z, r -�r ti __ 5' ---- P+,r--11----ii __ r::. r- ir�-J. _ ---- r-�r-� __ r r--I r-ti _- r--- - r-�r __ 1301 First Avenue, Suite 301 i-i r--1 II II ••II II r-'1 •I IF r l II I I r--1 I iJ.:. r 1 •• II II r l ��I II I I •• II II r---1 1 1 n-_JL_Jj ��L_JL_� _JL_1, to �L_JL_� � I -1 L_JL_�' i I -t L_JL_s, 1 I J L_JL_s 1 I _1 L_JL_ ' 1 1 I Seattle, Washington 98101-2074 ' 1 1 1 I 1 1 1 I I I i t 'L. I, 1 I 0 L , I I to L , 1 I N L , I I ' Phone: 467-5828 L--J , I L_-J i 11 L--J L_-J ,, L_ J I L-_J 1 I L__J I L_-J I' Phone. (206) 467 5828 11 ,1 I : I Fax: (206) 467-0627 I J , 1 1 1 1. i t 1 J L__ L-_ II L_ L_ II L_--, ,L---1 I L---, 20 rr---1 I r---1-1 t--�� I1 I r--,-1 r---,� .. tl I r---T J r-- i t---1 J E L__J L__J L L__J L__J L__J � ��j\ AR e4. N N I ill I r� +f 111 I I .. J. 1 J I J 1 01 j c�? ti 1 CD CD 01:4 D to I , i I I I I i el _--_I - I J L J L J L J L J _--J -_-J 1 I i - ti r Y� T , r , r r , , 15 16 -, J21L 1 1 r -or A8002 I I ! I 1 I 1 I I I 1 U I $, ,r- •E S, ►-0 .-•E 6L ESL PE SL PEEL ® S U!LE,W SUINGTON ASOD4 I i n n n n �} 2 j ®'� II I1 II 11 I 1, ■ II 11 II II 11 H H 1 11 II L J L. "' ,I % -: __JL _J L_ --JL ---�I L-- %: --JL --J L. L ---J 1 L____ .: --_-J --J I L-___ %: ____J -_-11 L_- ;: __JL -J SLOPE SLOPP SLOPE SLOPO SLOPE SLoPp 'LOPE SLOPS _ p:- 'L .4LOPE SLOPEJS' LOPE SLOPJJel SLOPE SLOPp 1 1 4 I I 11 ASODI alk1 ASOA2 1- A8001 A80.01 L± " ® TOP FLOOR CEILING %, 41 d Hij i= MIN. 10 -0 FROM PROPERTY LINE (FRAMING ,, �� i.ft-a l PARALLEL) L_._ � P RALLEL 0/ p,,. ENTIRE SPAN (FRAMING PERPENDICULAR) +S #) W AND ELEMENTS SUPPORTING SUCH FRAMING " rr 0 FLAN: ROOF U1LD1N 3 (\) , ,.i,I ' 'D ill Quail South 24' ,, 24' Townhoines 24' 24 24 v 24 ! 24 ! a 1-- P-S Ill DS _ OS OS,�. D5 1 _ OS J OSo1 _ 08 DS - i 1 _ 1 —' 1-- Tigard, Oregon•i iiir (Y. g for 0 i O O 'IN. 12' FROM ARE' O Otom.t�, �, , SEPARATION MALL � I 11 t � � I II 1 Brownstone Homes, L.L.C. II t 1 n -1.-1--77-77t,� _._ 'I ACH SIDE) _ __ ___ _ -_ �__ _ __ �__ \\ 1, -...1 ' 11 / ILii Fkii- ILA , 1 IL,'/ 11Li�' 1 'IL,'/rip _�JI i 1 i IL i 1 I I 1 1 1 1 III ' .& - _,L_ u , DRAWING ISSUES. DATE: . . � r � # 1. DESIGN DEVELOPMENT _ _ _--__--__F _ 2. DESIGN DEVELOPMENT ROUND 2°1- - - --- - - - - v 1/18/2001, rj.+ I , + 1 1 Z 3. BLDG PERMIT APPLICATION�- r_ , DO" _, ® _; �, v` ® -� -; -v v/ ® 0 -; �V V ® D -1V IIIP ® Dr- - \ 9/2001 I ❑ ® _ i 1 I i 1 � I I I I I I 1 4. REVISED LOT Nl,�'1BER8 f 1 1 �— 1 1 I 1 I 1 1 I 1 1 1 _ n 1 I 1 I I I__1 - L-_J / -1 L__J - I ' L_-J _ 1 L__J - ! L__1 - 2/1/2002 L__J 1 L--J I L J I _,','I_ 0 0 0 5.FOR CONSTRUCTION 0 0 0 _!1_ a t 0 5/3/2002 _ I ez----31, _ I uir DL - I CL r 1 r L 6.PERMIT COMMENTS....... z 1� o _ _ °- ,. i.I� I I. _ 1 I I,..... 1 _ UNIT _ UNIT C� 8. UNIT UNIT - UNIT j , UNIT UNIT UNIT ,...- r ' 1 I E i TI' I I _-�- C5 I A-5 _ I A 5 - --.1 4-� .� -N -- 5-5 - -� 5 - C 5 . WANE)) ASO.o4 COPP., SAND (OFF'. WANE)) 1 OFF. NAND) IOPP, I4ANI» 1j 10.xli (oPP. �AN1�) (OPP. W4ND) PP D MIN. i2 F1��'1 ARE SEPARA1riON WALL 14 il. LEACH S1DE) A80.02 I.j..�. DS c - ===== ===== _= , „s...e.) c__...A.___ ii , • II -- --"--\ OS , DS , DS .0, p5 DS DS DS ca REVISIONS: DATE: !...1 1 i 1 ) 1 ; I Q6 2 I -4 w�a O PROJECT No. N 2001020.00 0 fy DRAWING TITLE f— (0 BLDG 3 2 LEVEL 3 PLAN 0 FL4N: L 3 0 ROOF PLAN ci UILIN 3 SCALE: v8'=1'-0' Cli N SHEET No. E et Q 11_mal a •• A30 . 03B re. z . 0 a al GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". UNIT C-5 , UNIT 5-5 UNIT B-5 UNIT 5 B -N UNIT A-S UNIT A-5 , UNIT A-S UNIT CS CI (OPP.HAND) (OPP.NAND) (OPP. HAND) (OPP.HAND) (OPP.HAND) (OPP. HAND) (OFF.HAND) it % 'N\ i LOUVERED '-'1 j r ('''''''r... ... .'''''' /, u I I -1 .1 ''''I....," :.------?, . . i_ ,,,- ..., . . ,_ ______. _______ , ® !- M. = i MM11M1I111mv1•IIA1IEIN•1MImN1ir1IMM1MMII1IE I1MiIO u1 MnI IA i•a•Jlli r l l =-•MI.1_1II1.1 IE I.■M.. 1•1111 1 r - $T.O.PLATE 1 ' -tom ---„, 7 NI wimi j----....---r----n---.......... II III LEVEL 3 iThE -- :I� _, II t :; G_ DI I •j :� ' i O�-. Architecture and Interior Design �n i - I - III I :: lII L I Limited Liability Company 4 a = 1 1 -w I_� t 1301 First Avenue, Suite 301 M = 1 ___ ___._._`. i —f I - .r � -r 0 1. 1- LLJLJI- r LEL 2 LIillI t l 1• --I �u I I MI D A rn 1 D.S. �' ete in = I . ry I D. /. HR.AREA " 0 3 -SMITH SEPARATION WALL LEVEL I - 1 D. . 1 ,, , 1. ATTIE WASHINGTON D tp 4/2 Vel.-- . ,. 0 REAR ELEVATION c o F ()OS' ..... ,..........._________ , , . -.-,., ; =imp ':,./..v.-...:. - UNIT C-5 UNIT CSB _ 0 %, 411 (OPP.NAND) _- 1 #* lb ASOAI �7 I PANEL SIDING,COYER JOINTS �- , WITH IX2 BATTENS �� �• C()),--,_ J--1 I ii_ 1 2XIM I.U/ LASHING I I LEL 3 1 LEVEL 3 _ +a 11 H 0110 I ./ 42 HT GUAAIL a .TOP OF RET'G WALL /; i 1 ►, i ; > South _ I- _ . _---- r ��: 1 I i _ I � � I I I ., ■I I Townhornes 1 . _0LEVEL 2 r _ 1_ I 1— i . LEVEL 2�_ }- 1 1i Z 1 - - r , 1 1 4 Il— — f �111 E øI! � fi � I . I � � � I- Tigard, Oregon 7 1 1 I --F for _LEVEL 1 _ �� , ,� rL LEVEL 1 &- # Brownstone Homes, L.L.C. r.S. D.�. D.S. D.�. (1_ 1 Ili (:). DRAWING ISSUES: DATE: 1. DESIGN DEVELOPMENT 1/9/2001 0 S1E ELEVATION 0 SIDE ELEVATION 0 2. DESIGN DEVELOPMENT • ROAD 21/15/2001 z 3. BLDG PERMIT APPLICATION 9/2001 CA 4. REVISED LOT NUMBERS 2/1/2002 UNIT CS5 UNIT A-S UNIT A-S UNIT A-S UNIT B-N UNIT 5-5 r UNIT B-5 y UNIT C-S --1 5.FOR CONSTRUCTION 5/3/2002 (OPP.HAND) (OPP.HAND) (OPP. HAND) (OPP. HAND) (OPP.NAND) (OPP.HAND) (OPP.HAND) 6.PERMIT COMMENTS 5/22/2002 ■ T.O.PLATE _ = 9. • il.MIMI =i LamtI 111 !� I�� 1--, -;- 10. . a .ii II Ner..•=0 za 7----"r""""---P .r"-Alia-b■ I ‘....) ,.. ..... ......„____„.......1 —az ,1mi Ill 7SJ , ii.i_EN _m_m_ 1 immillib,_ It LEVEL 3 ■�, -.lii ■ �_ r_ __ �_ ■_ �_ '�'� (� REVISIONS:VN .---.) ■j i ■_��.�.�. �� L_ �� ■�� r �_ _��� ® CLASS C en. DATE._AI MEM II=II MINI MINI IA ICI is �... I r_�--- ..._ �■ ■��_ , VN I 1111_— -■������ �_ __ •�•�•••� l'I _ r - COMPOSITION SHINGLE III.■_ ■le■ilid111=n1111■ ►.�MEM r��. ■■.— I _ I ROOFING,TYP. ``I cn — MN I i ••� '■.■��_ ��i 1111 i= - - 1 - iJ4 I LOUVERED VENT 111111MMENNIMMIIIIIIII . ill ._ �� .� ms'--� I ii �� e� II■ 1 I __ r I- i �_I I ■_ �_ ■_�.��., i �a.� _� r —. _� 1X4 tUINDOW TRIM ��__�■ ■_ n.. U '�i :i , 'II=7I 1 �� r �_• LEVEL 2 - = C ;� ;— ■,_ ._I ra= ■_.,r�t■�■ - - — ■_ .a �� sue■ ■� _a.� — 1 1X4/ 1X3._ .�.._. PROJECT No.. ...._ ._. - - ' ■_ ■i,_ - I - f-- 1 CtIM- . r. � � _ � =� r 2001026 00 EP Nom _ J ■� .=III Il,i�' °° _ ��..�■_■r _ —_� ' 1 1 PL SDING MI r : ' — _ '�,II-I!,�i [�O t=11c= — 1 — 1 ■rte`� s_ 111_ _ ■ �'� _ ;.7 ■_ I XRIM A—= : >_ :1j ._ - - .. _� - , _ �� r_ ..�_ i DRANG TITLE - - O I�1.I�I o o__'ri ! = = ' %�� _ — — 1 i. ALEVEED AY• LEVEL 1 . �'. :� �=_�� ■■ — MI LC f• — - -,[llama— ■ _.. _■�� _ _ _ _ ��— __ — _ ■_ ■_ .. -_-- - _ L._ .. . _ _ AIM ■ LAP SIDING BLDG 3.._ .o .. �� �. ■ am _ ��_ _ ■ �■ ; �� I, , _ JLj T , - 1--- �a r r'��— -- r, se --- �� �-- _ — ==11= - - �.- ;_y PORCH ATIONS.... __! ;-1, t ADD.i■ >• 1 _■. — — 1� C Mi. 1 1 �, SELE 1 I� Mo.E_• _ • -- — ', CALE.as _ mom=Ie mem El 0 or m ------=-- -- FYPON / D.S. ._ .� 1 — — — "'-� Wm �_ �' _ POOR TRIM PKG. SHEET No. D.S. --- "�'I _ _ o 2 µR:AREA -- -� -II M SEPARATION WALL I — r i 1 D.S. �„� :__MEM 1 0 FRONT ELEvATION D.S. 1-- . O A30 . 03C E3UILDING 3 Z E 0 00 ..., ....., ,, aa. GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". CI N 24' 24' 24 � . • - 1" .. ..---- L . FI-1-1 DS D' DS DS' DS D ! I• Ill MIN. 12 FRCt1 AREA ,elk• CP A IC7N WA T LL SEP RA NOTES- LC _. 1' f r= r r r r 1. BECAUSE MANY DETAILS ARE REPETITIVE DETAIL p_ -1 1---1 t `i I 1 1 'i r' 1 CALLOUTS AND NOTES SHALL BE CONSIDERED TYPICAL I �^•I fi"�1 I �'�I Ir'�1 , L"� I ' `•1 UNIT ' ``�' UNIT T ' `_�' UNIT ' `"i UNIT I `-�' I..`' I UNIT FOR ALL SIMILAR CONDITIONS AT OTHER UNITS I ! LG1J_ I I J I J I J I I I UNIT' _ _ _ _. CONTRACTOR SHALL PROVIDE FOR ALL SIMILAR C � Ci � � S � � � J� � CONDITIONS AS IF DETAILED N FULL. I , I I P Q) f CO 1111 . WANE) 2. SEE SHEETS A20.01-A20.12 FOR UNIT PLANS. ir 1rUir5 ' iit ° ° - ii - 3. SEE SHEETS A10.10 FOR BUILDING SECTIONS. .o ° o �❑ II —� —.. .� .m, Architecture,and Interior Design _ _ _ _ Limited liability Company 4. SEE SHEET A21.01 FOR ROOF VENTING CALCULATION. �' P Cld) C11)° ;?i I © 1 © 1301 First Avenue, Suite 301 i J Seattle, Washington 98101-2074 xp 3 1 °i' Phone: (206) 467-5828 ,•/ I • '' I I I r © I I I ��� Fax: (206) 467-0627 ._....r.L_Ii II I i I r I i I r I It I - If°J--' �1, If —L' r r r r D 3f A II 11 „ II II „ I _ I it „ II II ,� II `a�} I II /,\ II I 11 / ■ II It / \ II it / \ II II i \ II �� ��� II II ! I ii / • II I If - II I I 11 '/ •� II I II '/ •'-...-11 II N� IL—� �■11 IL iL� —Jl ILA Jl L --- I`[ ILA �JI ILA 1=1 I � I MIN. 1�2' FROM AREA - A�!`�Q'B:,:ri-SMITH A8004 �/ SEPARATION WALL r L_, l0 10 (EACH SIDE) u= Sit NILE ��1 HINGTON 1 Ds C ------- c==;\ S S S DS D I D D D �'�, �/1,-----L-1 I i ! I I q OFO -4 oz d ',, , § =ID 0 4 -----, = ,,,,,,,,,,,, 0 # \ I L____ __ 7 ) 0 PLAN: LEVEL 2 A+ ♦ ,i U I LID I NC **"1":-......40// vi �. / 124'-0' TAT 20'-0' 20'-0' 20'-0' 20'-a' 2'-0' Quail 1�lr 2 0 ` , 20-0 � 20-0 y y > South 11.1 2,¢' ,� 24' ( Townhornes n. 24' �, � 24' �, 24' _ r D Z D 0 -D WI n - D o MI 124 DS E D5 D5 DS DS �- Tigard, Oregon DSc �. ---j ' I -� .� ,� p5 CZ �T for / <-, . ! \ "4 to Brownstone Homes, L.L.C. MIN. 12' FROM AREA �� I '� f SEPARATION MALL %T.,102 . (EACH SIDE) DRA ISS : DATE: I I I , 1. DWING ESIGN DEVELOPMENUES T C\.- _ I 1/9/2001 1 I I 0 2. DESIGN DEVELOPMENT - ROUND 2 ---- 1f18/2001 1 i VIII Tirld � 3. SLOG PERMIT APPLICATION I 1 -- CI 4. REVISED LOT NUMBERS 9/2001 UNIT � -----j UNIT UNIT l�� UNIT � UNIT � UNIT — 5.FOR CONSTRUCTION 2!1/2002 - ' - - M I 5/3/2002 �_V } - V � J �m � 6.PERMIT COMMENTS c-S }15-V ---- ( I (OPP. HAND) 1. 5/22/2002 A80.02 1_1 g?..,vill_- 1 1 1 1 0 a I r -i r r 11 r r r -I 9. t , 10. II — 1 = I — i ' MI i 12' FROM AREA I — � - I SE 'ARATION WALLI 1,___r A130.04 (541:14 SIDE) V I '�' i 11. _ F--I _ ♦ I .� DS REVISIONS: DATE: DS DS IS I 1 z`'s\\` �.� L J L i .- L J ...../I I , ! d)____, r.,__. ____, ,_ 1 -4-' z II 1 I— 1_ I 1 Q� c. °_IF PROJECT No. .41 ci� 2001026.00 DRAWING TITLE F-- BLDG 5 c0 2 LEVEL 1 PLAN 0 PLAN: LEVEL 1 0 2 PLAN 0 UILIN SCALE: I.a _i-V (6. N SHEET No. O a A30 . 05A, O O 0. 0,.. , as GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". UNIT C-S UNIT B-S UNIT B-S UNIT B-N UNIT B-S UNIT C-S / / / / / / IOPP. D / HAND) • 24' • 24' 24' • 24' \• 24' ' 0 OPENING WITHIN 10°-0' AREA SEPARATION WALL PROVIDE DOWNSPOUT FROM PROVIDE CLASS B ROOF GUTTER AT GABLE /HIP 20 il FOR ENTIRE BUILDING ROOF TO GUTTER AT A80.0i__I____1 OVERHANG BELOW,TYP. I I # rr---_T J L----�r = -- , - r -I 1 ---- r -- -_,r , __ r „1, --1 r---- -- I I, I , e. I ii NOTES- LC�. PLANS - , di 1 III _ i• r� 8:16 8'12 8:12 8:12 q I _ N 16 � . � 8:12 .•► I 1 �n I ,., � 4_, " SLOPE SLOPE ___I c___; S_• 5 0 , : �___; S ' S • __� C==_J' I OPE GLOP: ___� ===J S ••- S ••- --- ===J' ==== �__= SLOPE SLOPE _-- T 1. BECAUSE MANY DETAILS ARE REPETITIVE,DETAIL 2 i 2 CALLOUTS AND NOTES SHALL BE CONSIDERED TYPICAL 1 I , � FOR ALL SIMILAR CONDITIONS AT OTHER UNITS I I j1 ! I1 11 11 CONTRACTOR SHALL PROVIDE FOR ALL SIMILAR _J L J -JL _J _J I- -- ----I; Fr_ J _JI- J L J L_ r� �r . . �r r CONDITIONS AS IF DETAILED IN FULL. I I I 11 i I I L ■_11 i L lI I L J1 L- ---- -- - �I1 I L I I i J ! i' �-- --- 7I1 u � ' 2. SEE SHEETS A20.01-A20.12 FOR UNIT PLANS. 1 1 j ji I 1 1 1 11 1 I i I 11 11 G GL4, rz 1 1 �� 11- ' �i ,[ ,1 LJJ r� I �J R I J, - L� r� r v -�r-�r r '- �I- l r 1 'r 1 r`3!J -- 11 U 1 r--+r 1 -717-1 r r -1r--1 r-7' 3. SEE SHEETS A1O.1O FOR BUILDINGx SECTIONS. Architecture and Interior Design r--1 11 II N r--•l II 11 --1 11 II. - h1, � r---1 II II N r--1 11 I c'`a NI 11 r--1 I I + — I I ri__JI__JI I I ry_JI__J+'. 1 I I R-JL_J+ I I ri__JL_JI L JL__, 1 I I 'r_J L_JJ I I r -� I I r I I I r J " - , I I 4. S SHEET A21 tat ROOF VENTING CALCULATION. Limited Liability Company J 1 I r----- y —I ! I I I 1 i i 1 ✓ 1 1 I I 1 1 0) 1 1`1 N 1 1 I ! 1 1 I L--J r EE EE FOR L_-_I 1 I L--J 1 I L--J I .. 1 , :. 1301 First Avenue, Suite 301 ,. 1 Seattle, � Washington 98101-2074 I __J I __J 1 _.1 + J J L_ _ _ �__ _ f,__ I r-= Phone. (206) 467-5828 I r--,I 1 r--�+ 1 ' ? �'- -3 N d'----Ji r17 CAL '3 �'- J1 I �[J- --� �"L==_1 [�[ L1=--Ji �L J d'---71, r Jb C i7 1 t,s c� �' I A80.01 Fax (206) 467-0627 '-, /\ to di /*N _i to 1 IT i cDy 1 1 1 L-_ L L--- L I -I---J r--r-- i r---r------- r--- r-- ak ' 15,16 1 'I L :12 :12 i :12 5:12 A80.02 U 5:12 5:12 x.12 5.12 5 � �.� 4.-- -- -- -- • 401-- --sue ` .;0.04 .`.— —.� 1' n f',0,74' 'IY V '�+� V� IL II L __ ii it II / L_- -- L J + --- _ _ L _ __ ___ _ __ . c �j L_ ;: s:1 I I-_ j L,L---- i, i -- +I-- L --- i• i;I '1 L- -a_- -_E.--' -- r 7----� • (� - i• i•1 __ I L_ ': -�1 JL -J S'A ai HINGTON TtE HIN `$LOPE SLOPE' r ; LOPE SLo 1 ; LOPE SLOPE; •-- ._ ; LOPE SLo ; 6^ `$LOPE SLO ,E'AZIMMILY A8001 12 11 A50.02 ®F A50.01 A80.01 �.� 1 I0 TOP FLOOR CEILING 1 MIN. 101-0' FROM PROP.LINE i (FRAMING PARALLEL) -4 6 1, 0 N,, 1 ¢- ENTIRE SPAN(FRAMING PERPENDICULAR) j � j p� �AND ELEMENTS SUPPORTING SUCH FRAMING ii it.. NE �♦� ♦♦ 0 'LAN: ROOF . � '' ♦� ,/ 5.11 LE INCA (\), ,*/ „# u_i Quail i South Hi 1 , 24' 24' 24' • 24' 24' cy Townhomes I - Z I al 1Qp5 i DS ,� D5 __ QJ DS a l _ I-° Tigard, Oregon lawf DSc _ - ., I , � ., DS oz. for 12' MIN.FROM AREA o -- o Brovrnstone Homes, L.L.C.0 0 %lb ---R ,� ' ,! SEPARATION WALL , n I u I � ri- I 1 (EACH SIDE) '- ..��.--i JI II i1-___� ,�r_ - 1 I _,s_i1. �_—_J, , ' (/-1---- -:t1-- IL, DRAWING ISSUES: DATE: 0 I I — • , 0 ...._.1._.I : 1. DESIGN DEVELOPMENT ® I _ ® o r‘iii i ` . 1''' 2. DE51GN DEVELC>PMENT - fi?OUND 2 ii-:,,, 0 1i18/2001 IT-i- - �i - - - Z 3. BLDG PEMIT APPLICATION iv , . . 9/2001 ® 7---) ' I I I r_ 5 '\/ i_ ® _ ` r1: I1 ® I \ - u 0 ❑ - 4. REVIED LOT NUMES 2/ 2002 ® ❑ I 1 1 1 1 r 1 1 I I I I 1 - - I ■�� __J ' 3', I - L_ _I I L--J –'iii 5.FOR CONSTRUCTION - L__J I - L--J t L-.J i 5/3/2002 0 0 0 �Ii' o o t J 6.PEWIT COMMENTS I . =� ' I , l • 5/22/2002 iirs r ' - -c-2-=-3 I arm ' • 1 I Oa. - I -li ___-; I -:-..._i UNIT UNIT UNIT UNIT UNIT UNIT i--- ,s. a C-5 a 5-5 'Et--- -- - a -5 1 ---- 'N N30.02 _ _ 5-5 10. ;I mimil.12' MIN.FROM AREA, k:SD' (OPP. WAND) I SEPARATION WALL' 1 11. I }� EACH SIDE) :i li ---� I J._. . D REVISIONS: DATE: I S \ / • DS Db , S f'S c�� I I I I V J W}- 7 �p o _a PROJECT No. I-- 2001026.00 0 of DRAWING TITLE f- BLDG 5 c0 7 LEVEL 3 PLAN 0 4• ; LEVEL 3 0 ROOF PLAN 4 v SCALE: 1/8'=11-0' u I D I NCB 5 fk c4 0 SHEET No. LI- A 0 z 0 A30 . 05B O O as GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". i il- I• DS D DS DS ' DS. DS ,S -- IG I• MIN. 12' FROM ' 6 D T;sD 2 a AREA SEPARATION WALL NOTESLC . PL AINS LEACH SIDE) __. r_ �_ �,_ 1. BECAUSE MANY DETAILS ARE REPETITIVE,DETAIL _i , 1 1 - I 1 1 CALLOUTS AND NOTES SHALL BE CONSIDERED TYPICAL I ! I , I I t 1 r � �. , ,-., r r I r / i I I I I , UNIT( I , '' UNIT � -� I UN I '� I UN I 1 _J 1 1 4.::::,:. �_ I UN FOR ALL SIMILAR CONDITIONS AT OTHER UNITS. J 1 CS `- -S [_ - _� A -1 I t[_ A-6 -i �S CONTR�QCTOR SI4ALL PROVIDE FOR ALL SIMILAR I�l CONDITIONS AS IF DETAILED IN FULL. I I I CO . 14,4N ) W11 PP D 2. SEE SHEETS A20.01-A20.12 FOR UNIT PLANS. ILi- i :ii1i r o I 1 L iiii ---- WirPiPiiika I 3. SEE SHEETS A10.10 FOR BUILDING SCTION .1 I U �Q�� Architecture and Interior Design ! Limited Liability Company I �_ 7.-- I I _ 11 , = 4. SEE SHEET A21.01 FOR ROOF VENTING CALCULATION. . EI x 1301 First Avenue, Suite 301 E © I e( i 1 i II x I ° �x I , Phone: (206) 467-5828 1 7 I 1 7 f 1 7 I ai© bill/ `� 1 Ii Fax: (206) 467-0627 , j i�. I ri . _2_1 1 r—.1-1 I -2-11 i i 1 1 ...._L....t 1 r_____J__'II II - ' II A II I- - - ---- II A II II A 11 H I A��►11 ,,34›‘)S I! /r`� it I! i`�\ it II �� II it II �� •\�� II I II i/ \•,_ II II II I I II II I I II I IL ` L ILA 11 L ILA 11 L - --- ILA �Jl ILA ��I W 1.---\. -h. 'MIN. 12' FROM A80.04 IM ~� tel I, I I I UNA 1fT 0 BR N•S CTH 1 AREA SEPARATION WALL , M EACH SIDE) I, _ 11)8 c ----tc=;\ Ds DS p5 , Ips Ds r/ 07, 4\ r/ I I I I 11)1, 053 pF I -,4 1, ELEDUID EIELED ,,, - 4 L_ a as # -,-7" s - 0 ELAN: LEVEL 2 U1LINC e ED ,4w/ A .,>.� ,i0SAiiii0 124.0' -D Hollow 1 ' 1 , , ' 2-0 20-0 20-0 20-0 20-0 20-0 20-0 2 -0 ou Qi Townhomes I- r 1 p r -! r i r � r-- � r i \--) I 1 Ill it it it l L p n, ,� I Tigard, Oregon DS I I I -�-- MIN. 12' FROM I —,—,� 'DS #-Y- for WIO AREA SEPARATION WALL .4 Brownstone Homes, L.L.C. c, (EACH SIDE) / I 1 I t, E I � a- ! �7 A80.o2 -wi I ill DRAWING ISSUES: DATE: I , 1 I C\_- _ I. DESIGN DEVELOPMENT `1/9/2001 I 2. DESIGN DEVELOPMENT - ROUND 2 I. rt 1/18/2001 r I0J 1 I 1 3, SLOG PERMIT APPLICATION 1 , - 3/2001 �/ �/ -�- CA 4. REVISED LOT NUMBERS 0 2/1/2002 ----içq" UNIT I ---- UNIT 1 ---- UNIT 1 ---- UNIT __ UNIT 1 U --,1 ;----- 5/3/2002 ___ �I h 5.FOR CONSTRUCTION m - v____ -S I -6 1 --- A-N 1 ----I� A-6 CSE3 - 6.PE1IT COMMNTS C5E3 J �► 5/22/2002 q I (OFF. SAND) ■ CO -I. {80.02 , I 0 I a i I i I---- r r r -1 I r �- -� I (I 9. I ---1[I I .! I I III I—% 10. _ MIN J 12' FROM I IM i '- \..J AREA SEPARATION WAL A80.0 I ' al 11. (EAi,H SIDE) 1 10 m _ I ! D5 REVISIONS: DATE:, ,r___:4 i--1 --; �-- --+ --- _, Ds I 1 !DS DS 105 DS 5 --. .1 1 I I I 1 v Z .l - - 1 0 PROJECT No. ,t 1 i-- tY i v 2001026.00 xw cv cf) Cy. DRAWING TITLE I--ci) BLDG9 z LEVEL 1 PLAN 0 L4N: LEVEL 1 fBUI LEVEL 2 PLAN k.-.) SCALE: 1/8'=11-0' �.D I�I� � SHEET No. cg O a r4 Li— in iii .. Q A30 . 09A b GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". UNIT 0515 UNIT A-5 UNIT A-5 UNIT A-N UNIT A-5 ` UNIT CS/5 w NO OPENING WITHIN 5'-0' OF (OPP.HAND) 0TH SIDES AREA SEPARATION WA LL (� DE S r.RovI DE CUSS B R.• --OYIDE DOWNSPOUT FROM R ENT IR E BUILD! I 20 AT GABLE /HI . ,,,J - TER G BLE P 480.0) MOM OOF TO GUTTER AT _ ANG BEL OW . TY P I 1 i . .� qi ` I I ____ _r S t---- T �" _ ----T L---- --- T t---- - r r____ T " __�—T t---- 7 Z---- ' : T i I :i a:) ,1 i x:12 �:IZ , , i. .. -.SLOPE 8:12 _ NOTES-51_1) . PLANS .,,� 8:12 2 as _ 4,.... � I, m i 1 I,• � • S���O___���� WA* .• . , OPE S J� SLOPE SLOPE ___� �___ :2 _ ___] �___,' ___� �___� SLOPE SLOPE __3 c_= :2 _ � :_ ,'1-___i �__= SLOPE SLOPE r 1. BECAUSE MANY DETAILS ARE REPETITIVE,DETAIL I. CALLOUTS AND NOTES SHALL BE CONSIDERED TYPICAL FO SIMILAR CONDITIONS AT OTHER UNITS. p . ... , . R ALL L R COND E I n I n n n n I I I 1 I r 'I I I_ CONTRACTOR SHALL PROVIDE FOR ALL SIMILAR -�� J f��� � f�J L � fr-1 L- --�'------.—, fr J� r 1. -'`-�� CONDITIONS AS IF DETAILED IN FULL. II - IF 11 II I1. II II 1{ 11 ,,..� II ,{ i \ . L L 1i I L �i j .. I J i I I I I I I I �' 2. SEE SHEETS 420.01-420.12 FOR UNIT PLANS. ji II I; .i I II I 1 I Vi GLO -1r--r � —�r—�r ; N�� -�r--Ir i' `�i ==1� r _ ,_�r i 1r--Ir-� `�' 3. SEE Si-IEETS 410.10 FOR BUILDING SECTIONS. r---1 ii II r---I II II r--� II II r----1 II II ill r —1 II II II r--'l VV Architecture and Interior Design r�—JL—JJ I 1 ,�—JL_JJ —.L� 1 1 'r_JL_JJ 1 1 rr=JL J� ; �: .: ... i i �-JL- .. IL_JL_.J•i � � i .',. i i 1 Limited liability Company 1 1 1 -1 to 1 1 1 1 1 I 1: 1 1 m I r 4. SEE S'lEET 421.01 FOR ROOF VENTING CALCULATION. �' P L--J 1 L- J I L_-J 1 I L--J 1 j 1 L--J 1 I 1 L--J H I I 1 ! I I 1301 First Avenue, Suite 301 I 1 11 _ I 1 , Seattle, Washington 98101-2074 f�---ii I rr----Jj I I r�--,i I f --� 1., I fr--�I r==�i - L--J L__J L--J [�L--- --� I.'L?=J.i �`___ _� �'---J L---'S c -'t, i__ Phone• (206) 467-5828 FP C J d--- I r , 0 s Fax. (206) 467 627 1 , , .. I cv i I .. i •I, i •• { I p I I I I " I� I r to 8 I I' I 20 L:1I r I t I �p�� 4&002 J.'' 1 1 A ?0I J L J L J L__ L -11 L 1 - 111"""rrr r ft 5:125:12 �I 5:125:12 �� .> 1 L '. e . ..• sIM I ;1YTo: O'ER' -SMITH �' 1 I. I . II it II '.. 1 1 II II I 1 L. II II I 1 — -- J i--- _ _ -- --� r L-- - 1 -- -- -- ---- L -- _ -- 1 II L J A is) J L J -- - --JL _J �'1 Il, . JI II�� �� � •� i; is 1 'J J L---- _ -- � - S E NGT� ---� ' L PE SLQL' I i SL E SLQ �• L PE SLQ C• L — •a _ 1 E SLOE r• l QPE T SLc� �'?, 91/(2 — k ! OF 1i - 4A II 12 p Ole TOP FLOOR CEILING 3 + 480.01 480,01 480.02 MIN.5'-0' FROM PROP.LINE z (FRAMING PARALLEL) $ UM En= 4,6 ENTIRE SPAN (FRAMING PERPENDICULAR) d AND ELEMENTS SUPPORTING SUCH FRAMIN ti z 0 LAN: ROOD <-1 &/// E3UILD INCB 9 c g LLI Quail South in cv. Townhomes 1 I I I z I Mt Ds >� t"-- 1 Ds --- Ds • Ds I t / Tigard, Oregon � . for MIN. 12'FROM AREA liAl& Brownstone Homes, L.L.C. 0.–O � . �s SEPARATION WALL O O -- (EACH SIDE) it ! --_ ,, II I II I II I 1 it (-1___-4 __ _ ___-�\` .. - \ -urws�- I - DRAWING ISSUES: DATE: L \.� 1 I �, I 1. DESIGN DEVELOPMENT \\ � � , • � � . , � � � - . ® 7rit Fo 7 - . 77 671 - 1/9/2001 ® , " _ , . 0 I _ 0 2. DESIGN DEVELOPMENT ROUND 2 . �_ _ 1/IS/2001 I i ;. ; 3. BLDG PEMIT APPLICATION r-- , 1� - . , 17_—______ � f � - �i� — . , . , ,� 9001 `� L I I 4. REVISED LOT NUMBERS _ ❑ ® 1 ® I 2/1!1002 \t ❑ ❑ i I I I i I 1 i � I II�I i I I - 1 1 I I 1 I I _- - L_-J I I L_-J ijj ii 5.FOR CONSTRUCTION - L J 1 I� L J L J �1 ..,.. r • . ( It-±-3L 11 , r, . -111LE: , r--:---rtff'j . O {,. O O 6.PERMIT COMMENTS ape�,,� 5/1212002 H "r-j I 111=- .I O s.1 I I 1 - I u UNIT f-- UNIT _ UNIT UN'T UNIT' UNIT' g. a- = C513 'Rr- = 14-5 'a : -� - -5 C5 iiiIII f—'- 10. K-__.... MIN.r2M AREA flj4jj (OFF. WAND) v ! SE=PAN WALL 480.02 1 tEACE) --ill I � I 1 Ca REVISIONS. DATE. r �.. •, • DS DSO I Ds D5 D5 1 In D61 �` / DS \ / T (j) a Z .c1 w. ° PROJECT No. cil_ t-- 2001026.00 ,,.gi 0 . DRAWING TITLE t— BLDG 9 S) 2 LEVEL 3 PLAN 0 LAN: LEVEL 3 O ROOF PLAN 0 UIL D I NCB SCALE. 1/8 .1-0 N SHEET No. E a ,U- In >i � w O A30 . 09B A A� z E H O O aa'�4 ..... GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24°'x369'. - C UNIT CM k UNIT A-5 UNIT A-N k UNIT A-s k UNIT A-s UNIT C513 f f IOPP.I-IAN,) 1 I , 1 LOUVERED = VENT 7... I 7. N I ,.T.0.PLATE �' Z1■3 II ANN III■ = 1' a i Co , LEVEL 3 I 1 1 — ■ 1— I• r— LEVEL 2 - — I GGLO `. —I 'I r -.--�i Architecture and Interior Design r.. D.S. D.S. D.S. D.S. Limited liability Company Suite 301 1`.1- � I 1301 First Avenue, 2 HR AREA ``% SEPARATION WALL 1 Seattle, Washington 98101-2074 a� I I I Phone: (206) 467-5828 i Fax: (206) 467-0627 , LEVEL I -. I • , I I I i I I 1 I vt-ED A.c i r a BR. MITN 0 REAR ELEVATION i ,� w . � .4 NGTON 9 CFO UNIT CsB UNIT C813 r o I =0:11] WEED B 4 (OPP.WAND) k x � lb A80.01 I I I -. 1 � + PANEL SIDING,COVER JOINTS i_.__ __ ,,, �. 1.WIN 1X2 BATTENS ,7 $P _) I imp- z, ,-,.,_ , I I I I 2X6 TRIM W/FLASHING N K„,,,, -I I 1 _ �) ../ I LEVEL 3 _LEVEL 3 1 1 -1 8)- I 42' HT GUARDRAIL e 42' WI GUARDRAIL e I - I — =t Ail l . OF RET'G WALL TOP OF RET'G WALL — _ 4 . , ......._. ..._ — Quail Hollow 1 ill I _LEVEL 2 LEVEL 2 > South 1 I �- 1-L...1 t 1 --I- I I : Townh om e s......_ : il t tl ' r� 1 EVEL I 7 --f 1 :E1 I LEVEL I- L ,� . I �— _ &-- .S. D.S 1 .$. D. E I-- Tigard,' d Oregon on g 01 for "4 Brownstone Homes, L.L.C. SIDE DRAWING ISSUES: DATE: 5IPE ELEVAfiIOi l 1. DESIGN DEVELOPMENT 1/9/200) 0 2. DESIGN DEVELOPMENT - ROUND 2 1/18/2001 Z 3. BLOC PERMIT APPLICATION 9/2001 CA 4. REVISED LOT NUMBERS UNIT CM UNIT A-S UNIT A-S UNIT A-N UNIT A-S UNIT CSB 2/112002 k k k 5.FOR CONSTRUCTION (OPP.HAND) 5/3/2002 Prx6.PERMIT COMMENTS 5/22/2002 , I I I CLASS C 1' COMPOSITION SHINGLE Q a ROOFING,TYR I - I = I r ® I � ,I LOUVERED VENT ®T.O.PLATE .■ ' ` -AIIIIIII____h■ ,. '..'�/ � f-- 10. — ! I ' . mil =Mr ....... �� —T 1X4 WINDOW TRIM 0 it -1-I II-- ��" I I —MOM __----1X4 / 1X3 Co �; .� ■' ;, ■ ■� .L �j f CORNER TRIM REVISIONS:I 11111{IN — DATE:1 MIMI LEVEL 3 p; , I �'L ` _► :::mom I I M u�1 f�l mori ay,— ,- --� , i :74,-01 _ �, 1 1EV �' /'EMU 7 Eon � , LAP NNE 1 1 r r� Imo 1 �—T `f.______ -1 -..1w-H,___ _ PORCH LIGHT, pm 111111111111111b MU 111111111111. -.1 •_ 9_' — I 1- t•� ._ I �- —� ADDRE85 NUl"1BER5 PROJECT No. e LEVEL 2 ❑ ❑ ❑ ❑ I ❑❑ ❑❑ ❑❑ ❑❑ - �� — ('— SELECTED BY OU�IER �I EN 1 c Jpl : : 1 _ _ 2001026.00 _ l TYP.E�4CI-#UNIT 0 AI----- 1 — — "1— I - _ 1 _ - - f ! - - p 1 F:- - - 1 _ - FYPON DRAWING TITLE - — —_ __ _—_ �.. ■_ _ DOOR TRIM 1 (�f a' , -m-2- 1 ' � I ' - - ��� s 1: — 1 . _ . 1 F ��. ._ __ _ _ _ I_- -- __��.��_w_` ,,,_,, r. _ - � _....,_ _ _ _ _ . -� ELEVATIONS O.S. D.S. D.S. O.S. D.S. 2 14R AREA 0 SEPARATION WALL v w SCALE.. 1/8 -i 0 0 SHEET HEFT No. _i cq 0 FO1' T II- 54 EUILD 1NG 0 A A30 • 09C E 0 z O O wa GGLO ARCHITECTURE Sc INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". • 24° • 24' • 24' 24' 24' 2 , i • 24 DS pS D5 S °DS DS DS. _� I 10 10 MIN. 12' FROM AREA 10 SEPARATION WALL NOTES- LC . PLANS I ( Ac SIDE)-41- -=,� -_,� 7-9 -_,� -_, i. BECAUSE MANY DETAILS ARE REPETITIVE, DETAIL I i r" 1 r" 1 r` i r" 1 ,,-., I i• ,, I, , 1 I`", 1 I� 1 1.-, 1 CALLOUTS AND NOTES SHALL BE CONSIDERED TYPICAL I I I ! I _ I i I I� i UNIT I UNIT I UNIT 1 1 UNIT FOR SIMILAR I Al UNIT _� �_� �_ �_ L__ UNIT 1 �� R ALL 5 LAR CONDIT�!S A OTHER UNITS. _ __�� __i _ __T __j c-5 CONTRACTOR SHALL PROVIDE FOR ALL SIMILAR ` c-5 - 'S - -' - -S -- CONDITIONS AS IF DETAILED IN FULL. 1 i i ,� (OPP. HAND) (OPP. HAND) (OPP. AND) (OPP. HAND) COPP. HAND) jj 2. S SHEETS A20�1-A20.12 UNIT ANS. EE EE FOR � P raliwrel ____ _ GGLo I ` �- , —_ - , -� 3. SEE SHEETS A10.10 FOR BUILDING SECTIONS. , 1 FiI— I� 1 0 _ jj chitecture and Interior Design 11 Archi14,ed Liability a Company - I = 4. SEE SHEET A21.01 FOR ROOF VENTING CALCULATION. Y P Y ( � 1301 First Avenue, Suite 301 x ( _ I;E ©L3 i, r I I—" ,� Seattle, Washington 98101-2074 al-I 1 ! �r Filo. _ 1 I Phone: (206) 467-5828 i ' 206 467-06 7 1111111 111 ,I , Fax ( ) 2 I II I� i1 II /1 11 li n it --- ----- II n II II �� II u u n u �II� u ii I n u 11 n I_ II �, ,\ II 1 II , . II _I I_ II , ,� H _I I_I 1I 1 II ,' _ I i 11 ,, ,\ II �O` D A�rj' II U IL L IL JI U IL 1! U I L3 IL .� U IL- ...0 U � vJ�/1 4, r 1 � MI I p�� MIN. f2 FROM AREA ' �� A80.04 SEPARATION WALL I ' i -SM `� !• 10 (EACH SIDE) :. DS v : li:,:"F" .4 HlNGt4N N. DS pS DS `� r DS ,, DS ,��'1 I J� p� •ct vx r =CLIO 1:031u4p,'% c N 11 . m �iil��lllilllll'' .\ 7 Il,,llllbl CD PLAN: LEVEL 2 A ' -� ♦ l,IfLfNC 13 „# - 124'-0' -D 0uail Hollow 1 2'-0' Z0'-0' 20'-0' 20'-0' 20'-0' 20'-0' 20'-0' 2'-0' ill f South Hi 24' 24' 24' 24' 24' Townh o rn e s• I_ _ - I 0 0 0- o- o- r o o Z al D5 DS T I ,S rPe E•, Ds y __ -a— y b D9 Tigard, Oregon•MIN. 12' FROM ARE• I for , J Sr : WALL(EACH SIDE) n Brownstone Homes, L.L.C. I I I in I I ei DRAWING ISSUES:E DATE: 1. DESIGN D VELOPMENT \-1.- I 1/9/2001 I I I ri, 0 2. DEIGN DEVELOPMENT - fiROUND 2 k iI � ) - 10-1-k: t7 _) �. 3. BLDG PERMIT APPLICATION 1/18/2001 I I I 1 9/2001 4. REVISED LOT NUMBERS _° UNIT *I` UNIT UNIT 2/)/2002 1 UNIT -----I ,------I —mil UNIT -----I UN ----- 5.FOR CONSTRUCTION A C-Cj 5-5 ---- 5-5 ---- ' 15-N I 5-5 ---- i c-5 - - 6.PERMIT COMMENTS 5/3/2002 I I I �� I 5/22/2002 CoPP. I-4ANDP (OF'F'. HAND (DPP. N��ND' Co -. HAND (OPP. HAND) �. II .i I I I , I a I: c::!. N. 12 FROM AREA r -I r -1 r -1 r 1 rvEP,Al4T�ON WALL_I r 9. I I I 1,11 (EACH SIDE) �._ I Allk - 16 10. I [ r I I i IL . : „..0:04 i Iii 11------N),DS r - �-I I-- - r}-- j I--I p$ RBVISIONS: DATE: V g 1 u 1 DS '� °DS:' `_ ./ D L J DS L J .` -, !DS L J �� _, I I I I v NM N --= - a .1 6 . �1 _. L --IL l t — 1. -61-w 9 PROJECT No. 2001026.00 :i5 DRAWING TITLE f-- BLDG 13 cS) 2 LEVEL 1 PLAN 0 ALAN: LEVEL 1 LEVEL 2 PLAN V • N- 1 1 SCALE: 1/8"::11-01 _ UIL� fNC� 13 I/8 1-0 N (6. SHEET No. E Ca 0 A30 . 13A a:1 .. rzi r E-1 O O as p. 0. ------- --- - GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". I UNIT C-5 UNIT B-s UNIT B4 UNIT B-N UNIT B-S UNIT C-S / , , / (O PP. (O PP. ( PP D PP D OPP HAND) (O PP.H PP D AND) (O PP.HAND) 24' � 24 0 24' i� 24' iii 24' NO OPENING=WITHIN 10'-0' OF 2LROM 20 GUTTER AT ENTIRE BUILD114G i OVERHANG BELOW,TYP. A80.01 1 ii: 1 cl i ri _I__ , 1 M 1 I 1,{. M ---- 1 N N 1 ii I .. N .. NOTS— LC . PLANS "SLOPE 812 � 4, 8:12 %: , 1 d1 8:12 8:12 SLOPE SLOPE ' --- J 11- _ S 0- qii L•.- EL•- cn L•_E 1i • ,. -- �---_� �--- SLOPE SLOP �---- I �S O; LOPE L--- 4� ---J :___, E �___ ,---_J L___ >--- - r- -� --- SLOPE SLOPE 2 :2 :2 -- ' --- :2 --- --- T- 1. BECAUSE MANY DETAILS ARE REPETITIVE,DETAIL CALLOUTS AND NOTES SHALL BE CONSIDERED TYPICAL n I n n n ri: I FOR ALL SIMILAR C ITIONS Al OTH UNITS. OND R E ,I 1, I, I, '.L.`. 1 CONTRACTOR SHALL PROVIDE FOR ALL SIMILAR I J L JL_ L JL_ L ii L -- - _11_ L J 1 11 I1 I I I' 1'. I I CONDITIONS AS IF DETAILED IN FU I I I Np DE LED LL. \\ L `Li 1 5 J I L J I u� N I/ �, J IL J ,� I+ i s 1i i r +i i 1r 2. SEE SHEETS A20.01-A20.12 FOR UNIT PLANS. II 11 1 11 1 II 11 I 11 I I I I I i I I I I i - I I 1 i I I I I t t I I GGLO j CJ R- _ i I L7 )1 L7 L 1_ y L - _ �_ 11 L7 i s L� 3 S�� S E�TS A!�1® R Bl!LDING SECtIONS J ----1 r -7r--1r- IL- r �r-fir- r- -- - -,r 1r- '� r �r-1r-�' �,� r--7 i l I �i 11 I I r--1 r--� I r--1 I I 1.1 ... r 1 I I f l r--7 hit Interior Design,__JL_J N N LL_JL_-n IL_JL_ i y N I 1 Es.-:.=' IL _JL_, I I 1L_JL_., 1 1 Architecture and Inter or Des gn 1 1 1 1 1 I 1 1 1 ___I i i i t - L__J i I I L__J , , L__J , , L__J :� 1 �__1 ` 1 --� 20 4. SEE SHEET A21.01 FOR ROOF VENTING CALCULATION. limited Liability Company CD ti) N ti) NI I,. I 1 �p,� L I I I I i J'&ODI I 1301 First Avenue, Suite 301 I , I I ;, Seattle, Washington 98101-2074 1 J L--- 1 L--- I L--- I L___ I{: L--- I I�- I r- I - 1 r ui I I ,r- I Phone: (206) 467-5828 - 7 �__� �__�LJ C 5 L--J IJ C ' L--J 1J t,sE J L_ ij C-- ---JS L--J 1J r J Ej? ---, r--- N r--- :, s r--- r-- N .. s r--- `� Fax 467-0627 .. I (206) 46 Ul ill I in. I 1, cn N 1 i N 1 //\\ r, ►.: I , t ! ' DA I-- 1--_2--- J _ J ::=: .iJ 5,IV L- I:::::: i ----- -1--I I X46002 , : (, I iJ Li . V 15:12 5.12 .125.12 te' .4..- -104- i I 44111- -Iv* `‘' didtvA 01 il:IEN-SytTH "ii.4 1 II 11 'V'I.. MOD" n II II II I--- --J 1I I I II ,: II ,- L_. JL__ $: �: ____, L__ 3:1 . __J ---11 -- ,:i .:I --J ----I1 L. ----r i ----�t-j-- --_ + - J -- __ ;:1 __JL -- - _J N frOIENH s � . �WA I�GTa SLOPE SLOPE --- ,SLOPE SLOP a (SLOPE SLOPJ•• }( ►LOPE SLOP ELOPE SLOPS MINIII \� cY✓ �•� b J,J • L . LJ ° ��-aw I 9 4 Iii ail 1480.0 ,:9.07 ©e TOP FLOOR CEILING WA .•4.02 .1 1 MN. 10'-0' FROM PROPERTY LINE. (FRAMING PARALLEL) GICI [Map ENTIRE SPAN (FRAMING PERPENDICULAR) • RE P RAM AND ELEMENTS SUPPORTING SUCH FRAMING ICI, .I . ii,liliil�ll'jlil\. __ _7 il�,lU,;11jp11 PLAN: ROOF // ' % .r 1 CDt U1LfN 13 �,,,� ,._. 4P/ Quail Hollow t.u. South in ' 24' 24' 7 24' i 24' i 24' r! Townhomes I-- I + I I I 1 I DS ' DS ' ., S - _ DS . , - ----� a - J — -- - DS Tigard, Oregon I F - MN. 12' FROM AREA 01 for "<[i I SEPARATION WALL � Brownstone Homes L.L.C. (EACH ) 0 0 Q 0 Q E DE 0 I Q ft I a..... II I l II l ( !I I II I II I t�`� u1 li�'� I L�'� i Ili I I r I I Jl'4II- I 1 (� DRAWING ISSUES. DATE.it 1 r I ir ,' ,_ -1 —' #� I. DESIGN DEVELOPMENT r.---r ° �i/9/2001 ® (� {� ® _ (� ® ij ® Q ® 2. DESIGN DEVELOPMENT - ROUND 2 �/l8/2001 . t 1 [TT l 17� 3. BLDG PERMIT APPLICATION CA 1 rr ' f 9/2001 V 1-- . ° - Q V ° - V - d - Q V _� 4. REVISED LOT NUMBERS 1 C II ® C ® ow jj :rJl / ❑ 0 Ear 1 I 1 r 1 1 I i 1 i r 2/1/2002 I I 1 i I I I I I I I I 1 r - L__J I L--J - I L--J - I L-_J L__J - 1 L__J - . 5. CONSTRUCTION �lhl I R � 513/2002 _� �i I Q �o.PERMIT COMMENTS A z" 1-1-4 1. 1 I 1 5/22/2002 -.-.J- rt,—L:, E-L,--A. r DL ®� , _- O 8. — — LJ UNIT UNIT _ UNIT , _ UNIT UNIT - _ UNIT - J 9. 1 _ I _ r I _ 1 I 1 � i 1 1 I i a - C-S 15-S � -S - -N - -S c-S _ I_. 1 1 0'_ AND (OPP. I4AND� I (OFF. NAND (OF?. I-(AND) A80 4 ' - . - (OPP. I-AND) 0 11. • III• MIN. 12' FROM AREA --� EPARATION . DS I + , -�. = Ic6-Nti , DS REVISIONS: DATE: •\ ..// EACH SIDE) DS g DS DS _ I I I ; V 4 1 a FP Q1 v 0 PROJECT No. N I--U 2001026.00 DRAWING TITLE 1-- BLDG 13 cn LEVEL"Z 3 PLAN 0 PLAN: LEVEL- 3 O ROOF PLAN SUIL INC 13 U SCALE: I/6'=11-0' 0/. g 0 SHEET No. a m ,6 . d A30 . 13B -- o ° °a a. a GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". UNIT C-S UNIT 5-$ UNIT B-N UNIT B-S UNIT 5-5 UNIT C-S f (OPP.HAND) (OPP.NAND) (OPP.NAND) (OPP.NAND) (OPP.HAND) l' I LOUVERED YENt T.O. LA �.I 1ML,4T' 1 L J 1 ,� PLATE .�. 1- 1-F. 1— �. ■11 I 1 H 73o 111 IF I I LEVEL 3 �. it: TCl■) nu_• .1 ,........ ,_,_ .T I^ I■ -+ -+ _ G GLO n — M: .__.�1.� T — Architecture and Interior Design Z. + Limited Liability Company 1 1301 First Avenue, Suite 301 1 — I II --- -- -- ---— .1 i 1 1 111111111� !1 I ill!_ '�,.�_ .1 �_ 11.11 g LEVEL 2 "` ' " ," -- Seattle, Washington 98101-2074 GI - t - " " r— - w�t it I�u�AM r� �'——di —1i r--ih Phone• (206) 467-5828 M I i 1 ! Fax: 206 467 0627 I�u��ftt i1 I 1 U 1 � 1 I�II_1I . �, 11 NI N I !R NI I I III III III b — �n �i r i =__ psi �� L=�IL=�I I_=JIL= ---111—__ -'�1 I — 7 1 irt,013 Alb. in 1111 111 —1-J r I - 1 ' r, I r, ■∎ r-, I - i r, �� ✓�' LEVEL 1 - D.S. D 5. D... D. . I. z e-, &, Y YT. 0 IEN- D.S I 14R AREA ' ; . SEPARATION WALL sr t ji AS INGTON s E4ELEVATION o T 4OF 60 =11:110 fluou /6, c UNIT C-5 UNIT C-5 (OPP.WAND) , , --- �il��iill ,,` � 1111111 �iillli"', `111 I6 MOD, I, +ri PANEL SIDING CO VER JOINTS •' -.Ai III b.11111■111 -III-..� WITH 1X2 BATTENS .-.m1 %\ */ . III - I 11111 •2X6 TRIM W/FLASHING l ■ M1. 1 ■ I LEVEL 3 - LEVEL 3 _ u l H o 11 o w 1 hilll If > South 1i. a i : South; I Lifil MI.. 1611 7� Town homeS LEVEL 2 LEVEL 2 �- IIIEI!I11I1.i a. ■ iii...1.41 ii[_I_dfflIIilIIfl1 ' i Z fis 111 a ,=„I -lite ■ —�MI IIlIFIIIIIiih �� i I i • ) E ILI ,. �IJ „{ — ICI �. �-.-- .I ICI �. ■ ■ I i Tigard, Oregon III 1, 11.1 LEVEL 1 I I ME MI LEVEL 1 W.— _�m _ � �JII &--- <I: Brownstone Homes, L.L.C. P.S. Dl. L.L.C.p.5. Di. w. DRAWING ISSUES: DATE: ` I. I DES GN DEVELOPMENT PMEN T 0 I E L YAT I ON SIDE L E VAT I ON -I/9/2�1 D 0 -2. 15ESIGN DEVELOPMENT ROUND 2 1/18/200) Z 3. BLDG PERMIT APPLICATION 9/2001 ei 4. REVISED LOT NUMBERS 2/1/2002 --I 5.FOR CONSTRUCTION PfN 5/3/2002 6.PERMIT COMMENfi6 UNIT C-$ UNIT B-5 UNIT -S UNIT B-N UNIT -S UN I T C-$ ILI �. 5/22/2002 / / / / / (OPP.WAND) (OPP.WAND) (OPP.WAND) (OPP.WAND) (OPP. WAND) o a N, i I— 9. CLA55 C hE COMPOSITION SHINGLE 11. ® ® I ROOFING,TYP. T.O.PLATE I �.�.Alm ��� LOUVERED VENT REVISIONS. DATE. , + 1 — _ . /— !Ei -1-i—I r• I r IS 1=IMO L - IX4 WINDOW TRIM cA I I _ . ►�11 Ir_U — — �- 1 _ �_ _ ��_ 1 CO I I - IN am= I w r I� 1 1X4/ 1X3 — -- I I _ �� � �� I — i CORNER TRIM I cA LEVEL 3 — +-1— _ �_ ' I `� LL -I--- n ' ' ( — I - I _ .: I +, tt ' ' [mil 1— PANEL SIDING Z cq I I I �; F - 4 zi- 1 " I 1Li -- 2X6 TRIM AT PROJECT No. i ! +— I-- — ��„xi � _ 1 H I 7 I IA— •— — I �l CANTILEVERED BAY 2001026.00 topw_ WI II. �• I ! LAP SIDING v II MIME LEVEL 2 { ❑ ❑ ' I--- _❑ +�-- ❑ ❑ I t-- _ 1� °° ' p ��� °° s PORCH LIGHT DRAWING TITLE I I - - I - I iuiII [1 _ +— '' - ❑❑ IMP 4 ADDENUMEF !! - SELECTED �Y Ou�NER BLDG 13 1.--- co .. 0 c:4 E3UILDING 13 A30 . 13C E -6 Z o c, M I = �--- — = 1— IIIM ME �LEVEL 1 _ : _ .� = = 1 —� : TmNS DS. D.S. D.S. .. E k2 HR.AREA D.S. 0 re HEET No. Q FRONT SEPARATION WALL L 1 L v41ION GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". CLASS B ASPHALT SHINGLE ROOF OVER BUILDING PAPER (l.. 5 ROOF ASSEMBLIES EE R EMB LE ,� '�1 to N RaKE — TAI 3 flC 1 L EE DETAIL 20 g. FOR MORE .:,,.01 GGLO 2 INFORMATION SIM Architecture and Interior Design FLASHING Limited liability Company ATTIC Mill SEE DETAIL 18 1301 First Avenue, Suite 301 ■Ilia. FOR MORE Seattle, Washington 98101-2074 INFORMATION A80.01 SIM Phone: (206) 467-5828 aa,- --•yiyi ` :;;; Fa x: (206) 467-0827 ==� ROOF TUSES C 13 � 2 LAYERS 5/8' TYPE 'X' GLIB � c+d/ r-411; `%.'411 '/11,Till EA. iir UNIT • � i AT TOP FLOOR CEILING,TYPICAL......111*1;:._:... ,WA INGTO Otiel∎ml NOTE: ►0'- - NO WALL OPENINGS Al TOP FLOOR �� ' I © WITH(N 12' OF THE 2HR WALL 11 S wit I (DEPTH OF ROOF OVERHANG) OF ‘i, I FIREBLOCKING PER WALL TYPE MI 01 EVERY 10 LF MAX. �� I PLATES.41-0410 PROV DE MAIL BETWEEN PLA E NOTE: r0 PER 1991 UBC SECTION 10822 •" W11 UNIT SEE SHEET A00.20 THIRD LEVEL � � ►�i'� R WALL AN _ LL D FLOOR ►m_: 2 NR PARTY WALL SEE WALL ASSEMBLIES ASSEMBLIES SHEATHING FOR SHEAR CONT.FIRE STOPPING II 2 x 4 PLATE omit: i` : TYPICAL BASE TRIM ip? , i UNIT ►mil Quail Hollow,,„ �' RIM JOIST 1 I OCKI. I SOL D BL NG South '''• �i„III 1, irill 2x SOLID BLOCKING ILI Wm il 11 iik Townhomes 1 --....0-:....., �1 �tl T FIRE T .40 Milli CON . RE 5 oPPING FIREBLOCKING PER WALL TYPE .Wiiiii II SPACED EVERY 10 LF MAX 04 I PROVIDE MAIL BETWEEN PLATES .� PER 1991 uBc SECTION 10822 f— Tigard, Oregon I ® UNIT Ot 1,0 for SECOND LEVEL 1„ 4: ►� =� 2 H RPA R TYWA LL Brownstone Homes, L.L.C. ,� a- 2 SEE WALL ASEMLIES HOUR GA 3820 STC 55-59 NGC 3058 - SHEATHING FOR SHEAR DRAWING ISSUES; DATE: R WP 2 LAYERS 5/8 TYPE 'X'GWB EACH SIDE CONT.FIRE STOPPING # , 1. DESIGN DEVELOPMENT L X4 PLATE EACH SIDE,(ATTACH PER STRUCTURAL) 4-1-10 /9/1001 W1 1 2 x 4 PLATE 0 2. DESIGN DEVELOPMENT - ROUND 2 /18/2001 2X4 STUDS EACH SIDE ►��= TYPICAL BASE TRIM Z 3. BLDG PERMIT APPLICATION 214R PARTY F 'wo 9/2001 WALL I - ,SUEZ: CA 4. REVlsEo LOT NUMBERS _iiiiallia LL �—_ 2/1/2002 AIR SPACE .�-, -_ -1. 5.FOR CONSTRUCTION iiriiiasi -_ �3 V2' WOOD FRAMING BATT INSULATION g HEATED SPACE O 6.PERMIT COMMENTS�� ipwam∎���t RIM JOIST 5/ZZ002 SHEATHING,PER STRUCTURAL (AS REQUIRED FOR SHEAR) .� 111 � 1. SOLID BLOCKING r ri LDBL 0 FIRE BLOCKING: DO NOT PROVIDE FIRE BLOCKS 10 (MIN.) INTERVALS BOTH ` ill DM 2x SOLID BLOCKING �- VERTICAL 4 HORIZONTAL ►-'�ilT �� H I 9. NAIL RIGID MAT'L T0130114 FIRE BLOCKING: TO BE 2' NOMINAL LUMBER,GAB,OR .;►=.�� ii STUDS. :...:.....- ON EACH SIDE STUDS. FILL ALL GAPS WITH UBC APPROVED MINERAL OR GLASS FIBER NONRIGID MATERIAL. � � I-1 x 10. D4i APPROVED FIETOP MAT L CONT.FIRE STOPPING 11 SIDING OVER WEATHER RESISTIVE BARRIER 1; FIREBLOCKING PER WALL TYPE 2 HOUR GA WP 8415 N/A N/A �'.� REVISIONS: DATE: EXTERIOR SIDE (2)LAYERS 5/8' TYPE 'X' GYP.SHEATHING (SIM) �� I SPACED EVERY 10 LF MAX. N I PROVIDE NAT'L BETWEEN PLATES ni �w ( GARAGE PER 1991 UDC SECTION 10822 . v l�J 12 Ili o-,..„100\,-\\ FIRST FLOOR ��; ,I;, r . H WI I PRESSURE TREATED PLATE 2H R EXTERIOR ..F SH ATNNG PE R STRUCTURAL 1 WALL 2X4 WOOD FRAMING i FOOTING to W. II II N-° Q } : a I I .1 I THE ENTIRE BUILDING SHALL BE PROJECT No a_ a o PROVIDED WITH NOT LESS THAN .�._ =—(2)LAYERS 5/8' TYPE 'X'GWB t ?`4 i. 2) CLASS B ROOF PER UBC t ` 200102600 O • 1••o.t o0 00 00 00 0 SECTION 504:6.42 4) v I 2 ;fro• 1, � 1,:c,c6s Doo, sool•� p I p .0....:::%10 o00 000 000":0 o00 a I THE TOTAL WIDTH OF ALL OPENINGS 0-1 EXTERIOR SIDING NOTE: IF PLYWD.gWEATHING 15 APPLIED BETWEEN GWB t �� ��� 0CP.0�0� DRAWING TITLE IN 2HR WALL SHALL NOT EXCEED STUDS THE LENGTH OF THE FASTENERS SHALL INCRE��SE 0 25 MN. THE LENGTH OF WALL IN }— 4 MIN.THE THICKNESS OF THE PLYWOOD. a - EACH STORY. ALL OPENINGS SHALL 2 HR. WALL A °� E PROTECTED BY 11/214R RATED �� z ASSEMBLIES o k- v oUo0o6so ASPHALT COMPOSITION SHINGLES(CLASS B) I HOUR UBC 199 N/A N/A ASSEMBLY. OVER WEATHER RESISTIVE BARRIER 000 a00 00 000 000 0 (� (WITH OR.STATE o�ocpo °0cao:98',9)M v AND DETAILS IR OVER PLYWOOD SHEATHING EXTEND 2HR PROTECTION THROUGH AMENDMENTS • END rr �� 3 ----... - V =- TABLE �-C 4 � CONCEALED SPACES IN HORIZ. SCALE: AS NOTED ROOF- � PREMANUFACTURED ROOF TRUSSES ITEM 21-11) �. � A PROJECTING ELEMENTS. CEILING CV SHEET No. •38 BATT INSt,ILATION WITH VAPOR BARRIER ON 8 HEATED R O N T T frill rifir T WARM SIDE (BOTTOM) C1 SPACE (2)LAYERS 5/8' TYPE 'X' GWB U- .. � ' SECTION: 2k UJALL 1'.I'-0' 0 IP NOTE: PROVIDE FRI gHEATHING MIN.4 0 EACH SIDE OF PARTY WALL/PROPERTY LINE W13-0004r a °a ts, a l.iU ;aLll I ij S .: ttlnx L T i, \,' ' \! �� '. { V ii e C . rniniL Ili * '41 i(bi tire 11) • n , .. 9 ( for tri \ i1stts1ne ILLC ,,, .,_--)y GL :Lo , LLC GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". A�$ Yl�tl®N5 MATIAL LEEN ZONING CODE ANALYSIS PROJECT DATA E2RAVUNS INDEX I MM. SHEET It DRRA frINb TITLE SCALE A6 ANCHOR BOLT L LEFT,LCNG ACOUS ACOUSTICAL LAM AMfNA , ZONE: R4.5 LOCATION: SOUTH OF THE INTERSECTION L TE l D FI DR i UNITS OF SW GREEN ELD ADDL ADDITIONAL LAU LAWRY ATfACI■ED SINGLE-FAMILY A00.00 COVER SHEET LARGE SCALE SW GAARDE STREET. PERMITTED CONDITIONALLY,I � not to scale ADJ ADJUSTABLE LAY LAVATORY A00.01 PROJECT INFORMATION ORY SECTIONS AS AN APPROVEG� PLANNED DEVELOPMENT T IGARD, OREGON AFF ABOVE FINISH FLOOR LB POUND A00.I0 C-ENERAL N01r5 not to scale CONCRETE ,�•. ALT RE � SECTION 4 AL ALTERNATE LOC LOCATION � � LOT SiZE. SiN�SLE-FAMILY�'f'�',4GI�ED 1ZE81DENTlaI.. t,hllTg LEGAL LOCAT{ON. N TI-I� NE 1/4 4 SE 1/4 O� 0,:-.-� : . . ... A00.20 ASSEMBLIES not to Scale APPROX APPROXIMATE LR LIVNG ROOM CAST-N-PLACE PERMITTED At OT+IE DUELLING PER LOT W111-1 TOURIS1-11P 2 SOUTH, 1RANGE 1 WEST OF THE 11 _ 301-0" APT APARTMENT LRG LARGE NO MORE THAN FivE ATtAG-LED UNITS IN ONE WILLAMETTE MERIDIAN, IN TI-1E COUNTY Af0.00 SITE PLAN I I TON IN TWE STATE: 01= OREGON ARCH ARCHITECT(URAL) Lt LIGHT (CUP/PIED) OF WASHINGTON,, EARTH =�1�{I=1����=1����= u,—=-,r n—Nra " 1 " =AVE VE AVERS LTG LIGHTING A20 DI 12 � 3 I/4 - I-O 13 M MINIMUM LOT WIDTH: N/A PROJECT DESCRIPTION: 64 ROWI-LOUSE UNITS UNIT PLANS,UNIT A N, LEVELS , 4" = i l_OiI BD BOARD MAb NAS0[4Rr •o o:•o s o 0 A20.02 UNIT PLANS,UNIT A-5, LEVELS I, 2 it 3 I/4" GRANULAR A Fi RAN L R LL " � �� 6111x1 BlT�MNOUS MAIL MATERIAL �� !, !.�! MAXIMUM LOT COVERAGE: N/A LOT AREA: i�4,298 SF A2003 UNIT PLANS,UNIT B-N, LEVELS i, 2, � 3 i/4 I-0 BLDG BUiLDNG MAX MAXt1.N A2004 UNIT PLANS,UNIT B-5, LEVELS I, 2, 4 3 1/4" = 1'-0" MINIMUM i SETB�: n 1 II � � A20.05 UNIT PLANS, UNIT G-S, LEVELS I, 2, it 3 I/4 - I-0 : :: BLOCKING MBR MASTER BL`�?ROOM METAL BOULEVARD MC MEDICINE CABINET FRONT YARD 20 FEET " t31311 BEAM MECH i G-IANICAL SIDE FACING STREET A20.06 UNIT PLANS,UNIT GSB, LEVELS I, 2, 4 3 1/4" = (1-0 BO 13o1TOM of MEMB MEMBRANE CONS 1NUOUS ipl.-.- ON CORNER 4 TI ROUGH LOTS 15 FEET A20.01 UNiT PLANS,UNIT 0-5,LEVELS I, 2, 4 3 1/4" = I'-O" SIDE YARD 5 FEET Sot BOTTOM MET METAL ROUGH FRAMING iKE7Z MEZZANINE DISTANCE UNIT PLANS, OPTIONS FOR LEVEL I I/4" = I'-0" REAR YARD 15 FEEL BR BEDROOM pISTANCE BETW PROP LINE A20.09 UNIT PLANS,OPTIONS FOR LEVEL i 1/4" = II-0" BSMi : oci: MR AR) LOCKING OGARAGE 20 FEEL M A0.1D UNIT PLANS,OPTIONS FOR LEVEL I 1/4" = i'-0"B IN MINiMtM MUM 1 11 _ 1/4" _ I A20.I1 UNIT PLANS,OPTIONS FOR LEVEL / I C MiSC MISCELLANEOUS MAXIMUM IGHT 30 t -0 GGLO f CAB CABTtNET MO MASONRY OPENING MEASURED TO MIDPOINT OF A20.12 UNIT PLANS,OPTIONS FOR LEVEL 3 1/4" I'-O" . CALC CALCLLA* I MILT MULTIPLE PLYWOOD == == Architecture and Interior Design —.—,".--"�. µiCIESt COLE ORµLP Limited Lability Company C8 CATCH BASIN N VENT G G . not to scale 1301 First Avenue, Suite 301 CiP CAbt-N-PLACE(CONCRETE) N NORTH PARKING SPACE DOOR 4 WINDOW SCHEDULES, AL CI. CENTERLINE NA NOT APPLICABLE FiNISHED WOOD :0111111111111 STANDARD 8.5' X18.5' Seattle, Washington 98101-2074 CLG CEILNG NIC NOT N CONTRACT COMPACT '1.5' X 16.5' A30.OIA BLD6S i, 2, 4 6, LEVELS I, 2, 3 4 ROOF PLAN 1/8" = I'-O" Fax: ( 8) 4 -0827 8 Fax: (208) 487-0827 CLR CLEAR NO " _ '- " GLASS MINM1 PARKING A30.01B BL.D68 1 4 2 ELEVATIONS 1/8 I O CMU CONCRETE MASONRY WIT NOM NOMINAL 11111111111111111111111111111 2 BEDROOM 15/DU A.30 DIG BLDG 6 ELEVATIONS i/8" = 1'-0" coCO CLEAN OUT NTS NOT TO SCALE L A1l�) r__....__._.• 3 8ED1�OO ■ 1. 5/DU %$U A Re.6. COL. COL f• O ►•;•;•;•;•;•;•;•;•;♦;•� RIGID INSULATION ►_�:::::::•::*:::_: 18" = I'-0" CONC GaNc:REtE OC ON CENTER A30.03A BLDG 3,L.EI/EL I PLAN, LEVEL 2 PLAN / � I/8" = 1 n �`+� ALAN GRAiN6ER '� CON1 CONTINUOUS OD OUTSIDE DIAMETER A30.03$ 6 3, 3 PLAN, ROOF PLAN I/8 = I-0 �► BL.D , L:EVEL PLA , � CONTR = i1r OFF OFFICE BATT INSULATION � JJ ?JAJ " _ 1_ q i/ i'-o cooRO c OPNG OPENING WA. A3o.o3G BL.D6 3 NATIONS ` CORK CORRIDOR OPP OPPOSITE n 1 n QM�W A30.04A 6 4, I, 3 4 ROOF PLAN I/8 = I-0 ' CPT CARPET(ED) ORD OYERROW ROOF DRAIN GWB BLD ' LEVELS tr SEATi'LE, WA CWT. CASSINI' OVHD OVERHEAD A30■048 BLDG 4 ELEVATIONS 1/8" = 11-O" CS cT CERAMIC TILE P ii D FED PEDESTAL -C C54" F O D DRYER DEEP PERF PERFORATED A30.05A BLDG 5, LEVEL I PLAN, LEVEL 2 PLAN I/8" = 1'-0" DEMO DEMOLISH,DEMOLITION FERN PER ER A30.05B BLDG 5,LEVEL 3 PLAN, ROOF PLAN 1/8" = I'-0" DEPT DEPARTMENT PERM PER�I'1ANENT ®' I A30.050 BLDG 5 ELEVATIONS I/8" = 1'-0" PET DETAIL PERP FERFENDICALAR See drawings for additional symbol legends. DP DRi1+ICN3 FOUNTAIN PL FROPERIY LiNE A30.01A LEVELS 12 3 4 ROOF PLAN / BL.DGS 1 � 8 LEVEL DIAM MASTER PLAM PLASTIC LAMINATE 2, n _ 1 q DIM DIMENSION PLWD PLYWOOD O A30.0113 BLDeS 1 it 8 ELEVATIONS 1/8 - I-0 ON DOWN PR PAIR DOOR NUMBER 00 ELEVATION POINT OR DO DITTO PRC6; PRECAST CONTROL JOINT A3OfAA BLDG 9,LEVEL I PLAN, LEVEL 2 PLAN I/8" = I'-0" DR DNING ROOM,DOOR PREFAB PREPAI3'RiCATED n _ 1 " 3 REVISION _ A30.098 BLDG q, LEVEL 3 PLAN, ROOF PLAN 1/8 I-0 DW DISHWAs4 ER FiVeG PARKING SMOKE DETECTOR A30.09G BLDG 9 ELEVATIONS 1/8" = 11-0" DWG DRAWiT4 PROJ PROJECT % WINDOW TYPE NJ Dal PC E11C LLRATER HEATER FOP PROPERTY CEILING iNG VENTS V i C IN i TY MAC' A30.IOA BLDG 10, LEVEL 1 PLAN, LEVEL 2 PLAN I/8" = I'-O" DWR DRAWER PSI POUNDS PER SCE INCH (� '- " E Pt POST-TENSIONED D7i NEW OR EXISTING DC EXiT SIGN A30.10$ BLDG 10, LEVEL 3 PLAN, ROOF PLAN I/8 - I O SPOT ELEVATION F-- W/ DIRECTIONAL IND!CATION 18" = I'-0" E EAST PT PRESSURE TREATED A30.lOG BLDG 10 ELEVATIONS / EA EACH Merit PAVEMENT I may EIFS EXTERIOR INSULATION AND !¢ © DET,41L SECTION EMERGENCY LIGHTING FNiSH SYSTEM R Zb s A30■ILA BLDG I I, LEVEL I, 2,3 4 ROOF PLANS I/8" = i'-0n _ 1 n Fl XTINCsUIS-1 -� - u RE E ER A3D II$ BLDG II ELVATIONS 1/8 1O EL ELEVATION AD R u a ® O c ELECTRIC ) II a l) ELL ELECTRI AL RC RESILIENT ENT o DOWN SPOUT S �- ELEY ELEVATOR RCP REELECTED CEILNG PLAN : -0 A30■12A $ 6 12 I LEVEL 2 PLAN 1TEOR EXTERIOR , LEVEL PLAN,TI-IROUC*N tt1,41..L VNT[LATOR cn Q 1 q NCL (LI ) RD R�002 _ ����� LE • - A30.128 B6 1 , LEVEL. 3 PLAN, ROOF PLAN i-0 W EG�UAL REF R�ER(ENCE) t E -- a 2 A30.120 BLDG 12 ELEVATIONS EAUIP EallFt1E�IT RJR ToR LEVEL CHANGE LD ESMT EASEMI=NT REEF REINFORCE(D),(NG) ``� SW Wa i n u t St 4 ownome s EST ESTIMATE(D) RECD REQUIRED ME WALL/FLOOR/ROOF TYPE != EXHAUST FAN < A30.13A BLDG 13, LEVEL I PLAN, LEVEL 2 PLAN I/8" = 1'-0" 0 EACH WAY RESIT) RESIDENTIAL n _ 1 " EW E RED RES DENTAL EXH : a4 L RESII/8® BUILDNG NUMBER A30.13G BLDG f3 ELEVATIONS I/8"REV S ION(b),REVISED o 4 n FeCESSED EXST EXISTING RFG ROOFING N EXT EXTERIOR Rat R�OOi■1 © ® RECESSED CEILING MOUNTED EXHAUST VENT F RO ROUGH OPENING xx SECTION > A50■I0 INTERIOR UNIT ELEVATIONS 1/2" = I'-0" Tigard, Oregon FAC FACTORY 8 v et for PAM FLUID APPLIED S SOUTH , A10.10 BUILDING SECTIONS 1/8" = I'-0" Edo FURNISI-E'D BY CONTRACTOR± ScHEO SCI-SDW.E Brownstone Homes, L.L.C. INSTALLED BY OD ER SD STORM DRAIN A80.0I DETAILS VARIES I � . FD FLOOR GRAN SF SQUARE FOOT II Flit FOUNDAttoN 514T SHEET S I T E SW Gaarde St A80.02 DETAILS VARIES DRAWING ISSUES: DATE: FE FIRE EXTINGUISHER SHTG el-EATHNG A80.D3 DETAILS VARIES • :. l •_.r •-'a1 =T FIN FNISH(ED) SHY SLEEVES ma) . H. FLASHING Si 8 iIARE INCH . • "" ' , 6--;1 - -.Tool, r. °,f, I • FLR FLOOR SIM SIMILAR UN I I' I I i>C / UL.. i 1NG ARE�"'�C� 0) -, �— -- ,�- FOC FACE OF CONCRETE SP STANDPIPE S� • , _� Rio �' Mountain Rd FOF FACE OF FINISH SPEC SPECTFiCATiON ''s Bull M FOM FACE OF MASONRY SPKLR SPRNLER � a F08 FACE OF BTLDS SQ WARE �;- - ' 2001026 20 Quail Hollow South °� ,,15 FOIL tISHED BY(MEW se SANITARY SEVER `'ru:; H INSTALLED BY CONTRACTOR SST STAINLESS STEEL last updated 8/23/2001 FPI. FIREPLACE ST STREET - �' r) IRECTORY PRT FIRE RETARDANT TREA'T'ED STC SOUND 7ReAR�ISMiSSION CLASS Unit Type r4-N A-S 13-N B-S C-S D-S C'5-13 ®J C +°� FT FOOT,FEET STOR STORAGE :. *t of bedrooms 2 2 2 2 3 3 3 FTG FOOTING S t�CT S�� (AL) m FURN FURNITURE SUSP SUSPENDED Heated 1,512 1,525 1,511 1,521 1,688 1126 1,688 OUNER: _ a SYS SYSTEM barage 541 541 541 541 410 312 410 BROWNSTONE HOMES, L.L.G. GA 6655 SW I4AMPTON SUITE 200 CsA I Storage (Optional)* 85 85 O O 0 D 0 OR 91223 GALVANIZED t � � PORTLAND, R - GALV GAL XE� TREAD Decks 35 35 46 46 35 48 48 TEL. (503) 598-1565 FAX (503) 598-9051 GAR GARAGE TKs TONGIE AND G1r�+aOVE CONTACT: RANDY MYERg LLI G6 GRAB 13AR TB TOWEL BAR Building Area REVISIONS: DATE: GENE. GENERAL TEL TELEPHONE GL GLASS TEMP TEMPORARY Bldg # Type Unit Count i4eated Garage Total ARGI•IITECT. GLU LAM GLUE LAMINATED THK THICK(NESS) 1 A 2 2 4 6426 1,9i4 8,340 C•sCsL.O ARCHITECTURE 4 INTERIOR DESIGN ILI , GOVT GOVERNMENT' TWi THROUGH 2 A 2 2 4 6,426 1,9(4 8,340 1301 FIRST AVENUE, SUITE 301 OZ GYP annul TO6 TOP OF BEAM SEATTLE, WA 98101-2014 I I 8 12 E6 4102 1 6 IS 3 F 3 I 2 , b (206) 461-5828 FAX (206) 461-0627 IOC TOP OF TEL. GW6 CsYPSLM WALL BOARD OP CURB 1-- 4 6430 1914 8 H TOFF TOP OF FNISH FLOOR 4 G 2 2 CONTACT. ANNIE MEADOWS H HIGH TOT TOTAL 5 E I 3 2 6 9,468 3,008 12,416 CL 2 4 6 426 _ 1914 8 � PROJECT No. it � I-I0�8E 61138 Tow TOP OP WALL 6 A 2 ,3� HC HANDICAPPED TV TELEVISION 1 A 2 2 4 6,426 1,914 8,340 CIVIL ENGINEER: U 2001021.00 140WD HARDWOOD TYP TYPICAL lIGI-1 PLANNING AND ENGINEERING ASSOC. 8 8 A 2 2 4 6,426 1,9(4 X40 104 WEST 9TH STREET HDU+E HARDWARE U 2 b 8 12 411 9 B I 3 9,4b3 3;00 , VANCOUVER, WA 98660 HGt HEIGHT LAC LNG BUILDING CODE 10 D I 2 I I 5 1,919 2,423 10,402 TEL. (360) 150-0399 FAX (360) 150-0433 DRAWING TITLE 4•M HOLLOW METAL LAFN LNINIBHED C�ITACT. MIKE MILLER 11 G 2 2 4 6 430 1,914 8,344 HORIZ 1-IORRZONTAL LION LNI.ESS oTUIBE NOTED 14? HOUR UTiL UTILITY 11 D 1 2 I I 5 1,919 2,423 10,402 PROJECT HTR HEATER Y 13 E I 3 2 _ 6 9,468 3,008 12,416 STRUCTURAL ENGINEER: tfl HYAC HEATING VENTILA11 AND VCT VINYL COMPOSITION TILE INC. INFORMATION • � Totals 1 16 5 16 11 2 13 64 I J 101,663 1_ 31��0 I 13333 I TIM R. PFZOELiCI-I CONSULTING ENGINEERS, AIR CONDITIONING VEH VEHICLE '� I-1,4M DN STREET Ratio 285 25% 8% 25% f1�5 3% 20% 100% 6969 SW PT TREE O I VERY VERTICAL TIGARD, OR 91223 ID INSIDE DIAMETER YIN VINYL TEL. (503) 624-1005 FAX (503) 624-9110 SCALE: N.I.S. tic IMPACT IN4I,LATI 4 CLASS VT VINYL TILE • Included in 9orage area CONTACT: FARAMARZ DINDAR-AZIMI (DEAN) f . NcI NCLUDNG w o SHEET No. 0 INSUL INSULATION W WEST,WIDE,WASHER 5-UNITS 9I% C W/ WIN LANDSCAPE ARCHITECT: � 1NT INTERIOR N-UNITS �i�5 CEDAR LANDSCAPE, INC. A K WO WASTER/DRYER 100% 14145 SJUJ. C�ALi3RE,a►TI-I DRS. � KIT KITCFEN W/o WITHOUT .. CO SI-IEI�WOOD, OR 9'1140 - , . 10a0 TEL. (503) 625-3100 FAX (503) 625-8622 • 0 1 , CONTACT: HE iD I CI-TANG WOW WINDOW N N WR WATER RESISTANT GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". • The Contractor shall verify all rough-in dimensions for the equipment furnished and installed by himself or D. Provide wood backing, furring,stripping,or blocking required for installation and attachment of work of all other General Notes- Per 1997 UBC and amendments by the State of Oregon, State of Oregon Interpretive 2406.4 Safety Glazing Hazardous Locations I venting for all dryer locations,to outside, as required by Uniform Building Code and as ' - others. trades. Provide and costa! e g ry , q y g Ruling 00-10(Rowhouse Ordinance), and City of Tigard. A label shall identify each light of safety glazing. shown on drawings. Install safety glazing in the following locations: r ' 'n r I r The Contractor shall consult the plans of all trades for openings through slabs, walls, ceilings, and roofs for Glazin in doo s slide lass doors showe doors and enc osu es B ildrn N doors,u Cade otes . Building g „ g g verify the sizes and locations with subcontractors. E. Water heaters to have pressure and temperature relief devices directed to outside. Strap all water heaters to ducts, pipes, conduit,cabinets, and equipment, and shall e t Glazin within a 24"arc of either vertical edge of a door in a closed position, , fY 9 9 P i UPC 510.5. II' required framing as req by 301 Dwellings R-3 Classified Individual pane greater than 9 SF, , ° r h Ar hi t' Owner's a royal and as re uired b the Gi of Water heaters shall meet ASHRAE Standard 90 A-80. Provide R-16 insulated tanks and fit hot water with snap-on Panes within 18"of floor, A. Shop Drawings: Provide shop drawings fa t e c tec s/ pp q y ty Dwellin s R-3 , g insulation. . . tYP e Ti and prior to construction. r _ than inches above the 9 P Priv Glazing within 5 feet of a stairway where bottom edge of the glass is less t a 60 c es a ate Garages U 1 9 Y 9 9 9 u i IR 0010: Structurally Independent walking surface. . • Y p g 1 Electrical . . 60 c Glazing within 70"of plumbing drain inlet atbath/shower. B. Special Inspections. Owner to nominate a testing lab for special inspections as required by the City of 302.4 Mixed Occupancy Tigard at the time of the building permit submittal. Y work is be performed under separate permit and is to conform to work requirements indicated A. Electrical wo s to P P P q Table 3-B 2602 Foam Plastic Insulation herein and suitable for the intended uses of the spaces. R-3/U-1 - 1 Hour Occupancy Separation, with 20 minute door per exception 3 Packaging containing foam plastic insulation shall bear a label with the manufacturer's name and listing p P P P P Y 2. Site k agency. OSte IN r o Foam plastic insulation shall have a flame spread rating of not more than 75 and a smoke density rating of . B. Electrical work should be coordinated by the general contractor with the work indicated herein. 00 0 walls between nits: One-hour w Its on each side the property line(Figure 5 IR 1 3.2 The fire all b e u a c i of e 9 P tY P P ( 9 P 9 ' i etc.)shall t chemical wastes, pesticides, e . . v of hazardous materials(asbestos, c e A. Hazardous Materials. Discovery , { p ) IR 00-10 (13) Through penetrations from one unit to another are prohibited. Openings and penetrations of a not more than 450. ry . . . be reported immediately to the Owner. Contractor is responsible for royals removal,disposal, and C. Electrical Service requirements and wiring to be in accordance with recommended practices as per currently single membrane of the fire wall are permitted to allow electrical wiring, plumbing, and approved mechanical eport P PP P installations withi t he property lin fire wall. Membrane penetrations shall be stopped with listed certification as required by law. adopted national,state and/or local regulations.ulations. one hour assemblies. Energy Notes 1 9 97 UBC an d amendments by State of Oregon B. Landscape W o rk: Contractor hall obtain all necessary ry p ermi ts and approvals.. D. Electrical contractor to verify electrical outlet and l i h tin requirements,uirements, and panel locations with owner. 1 Smoke Detectors . GGLO 3 0 9 S oke etecto s C. Soil Conditions: The architect assumes no responsibility as to the physical characteristics of the soil, nor E. All electrical meters shall be housed as indicated in drawings. Contractor shall notify Architect of any conflicts P Y PY . Each dwelling unit shall be provided with a smoke detector in each sleeping room and in areas giving access Chapter 13 Energy Conservation in meter location and meter housings. Architecture and Interior Design 1303 Metering verifies accuracy of engineering data supplied by others. g Limited Liability Company to sleeping areas. 9 1301 First Avenue, Suite 301 detector shall be installed on floor. Each dwelling unit shall be individually metered per ORS 455.420 _ In multi-floor dwellin units, a smoke detect sh b each floo 9 Y P 9 � 17.0 Fire Protection Seattle, Washington 98101 2074 D. Permits: Contractor to make necessary arrangements or secure necessary permits with the City of Tigard Each dwelling unit shall be metered for electricity, and sewer. Plumbing contractor to include Phone: (206) 467-5828 Power shall be from building wiring and shall be equipped with battery backup. , site o 9 9 ry P 9 tY 9 { ) • • where required for site work or to block sidewalks or streets due to construction. q Fax: 208 467-0627 installation of water meters in each unit. Low voltage wiring to be installed by electrical subcontractor. All { ) g g Y Uniform Building Code Section 310.9.1. Smoke detectors shall receive A. Provide and install smoke detectors per U i o g 310.10 Fire Alarm Systems utility boxes and meters must be screened from public.Y � P their primary power from the building wiring.. P ryP 9 9 Not required in R-3 occupancies. E. Safety: Contractor shall be responsible for all required safety precautions and methods,techniques, 01) }'�R q P • • • sequences, or procedures required to perform the work. C� IR 00-10(16) Private and Public Utilities. Separate utility services shall be supplied to each individual B. Provide fire extinguisher cabinets as required by Uniform Building Standard and the City of Tigard. c�' .6, '� N dwelling unit. Service equipment and meters ma be grouped in one or more locations as approved by the A� 503 Location on Property PP Y ;:en pe y 9 may 9 P C�► local jurisdiction and utility provider. Utility connections may cross the property line outside the dwelling ,� Table 5-A jurisdiction Y P tY Y P P dY 9 unit when accompanied by appropriate easements and maintenance agreements described in Item D. 3.0 Concrete C. Where recessed cabinets(medicine cabinet,etc.) occur in fire rated walls, line opening with 5/8 Type X ``', P Y 9 Gypsum wallboard, including surface behind cabinet. R-3 T N See Oregon Plumbing Specialty Code Sections 609 and 701 for water supply and building sewer. 9 9 P tY PP Y 9 Y n P . A. Chamfer external corners on exposed exterior concrete, 3/4 , except where flush walls abut and where t!' SEA Exterior Walls 1 Hour less than 3 �' • surfaces are indicated to be otherwise finished. Nonrated elsewhere 1307 Exterior Envelope Requirements 18.0 Miscellaneous Openings Not permitted less than 3' Residential Buildings: 4; O 0‘k All Group R buildings shall comply with a prescriptive path per Table 13-A. A. Sound transmission control provided per Uniform Building Code, Section 1208. Windows must have labels affixed to the glass so they can be read from the interior of the building. Labels 4.0 Masonry U1Type VN 9 Y 9 Exterior Walls 1 Hour less than 3' may state the U-value, but at a minimum, a label must list U-value class. Either is sufficient to verify Y B. All party walls shall meet or exceed an STC rating of 50 or more. Nonrated elsewhere compliance with prescriptive class standards. A. Masonry shall be supplied and installed as shown on drawings and as specified. Verify all dimensions P rtY 9 shown on drawings by taking field measurements. Proper fit and attachments of all masonry is required. (IR 00-10 allows min. 45 STC) Openings Not permitted less than 3' Perimeter of slab-on-grade floors shall be insulated for a distance of 24,�at the junctures between heated and unheated spaces. C. Fire Rated Ceilings shall be of a continuous fire-resistant membrane but may have openings for co copper, sheet IR 00-10 Table 10.1: B. Coordinate with all other trades whose work relates to masonry installation, including placement of all 9 Y pp Path 1,Table 13-A required blocking, subframing, backing, furring, and so on to ensure proper locations. steel or ferrous plumbing pipes, ducts,and electrical outlet boxes, provided the areas of such openings through Unenclosed eaves, rakes, etc.with roof framing parallel to property line. the ceiling aggregate not more than 100 square inches for any 100 square feet of ceiling area. Regardless of Maximum Allowance Window Area No Limit fire- dampers.duct openings in such ceilings shall be protected by approved ceiling fire dampers. Individual electrical outlet 14 of the 1997 UBC. 9 P Y pp 9 . Window Class U -0.40 C.Veneer shall conform to Chapter a 506 Maximum Height/Area for R 3 (Table 5-B) - boxes shall be of steel and not greater than 16 square inches in area. Height 40' Doors other than Main Entry(Unit/Garage) U =0.20 Number of stories 3 Main Entry Door U =0.54 No area limit for R-3 occupancy. Wall insulation R-21 5.0 Metals 19.0 Dwelling Unit Requirements Underfloor Insulation R-25 A. Every sleeping room to have at least one operable window or exterior door approved for emergency egress or 509.2 Guardrails Flat Ceilings R-38 A. Insulation: Provide galvanic insulation between dissimilar metals. Contractor shall paint all metal stacks, Deck Rails and Guard Rails at 42"AFF w/pickets spaced such that a 4"sphere shall not pass through per Vaulted Ceilings R-30 metal beam/post connections,vents,grilles,or louvers that project through walls or roof and are in view. rescue. Section 509.2, 509.3. Basement Walls R-21 Color by Architect. a 1 o llo Slab Edge Insulation R-15 1.) The units shall be operable from the inside to provide a full clear opening without the use of separate tools. Exception 1: May be 36"AFF within individual dwelling units. g P Y 9 2.) All egress of rescue window from sleeping rooms shall have a minimum net clear opening of 5.7 square feet. Forced Air Duct insulation R-8 South 7.0 Thermal/Moisture Protection 3.) The minimum net clear opening height dimension shall be 24 inches(24"). The minimum net clear opening 601 Type of Construction Table 6-A „ width dimension shall be 20 inches(20 ). Type V-N -No general requirements for fire resistance except for 1 hour shaft enclosures. A. Openings: All openings to be caulked,sealed or weather-stripped. 4.) Where windows are provided as means of escape or rescue, they shall have a finished sill height of no more osvnhio e S IR 00-10(15): Gas vents, ducts, piping, and factory-built chimneys that extend through not more than two than 44 inches(44")above the floor. floors need not be enclosed provided the openings around the penetrations are firestopped at each floor. 1.0 General Requirements Exce tion: BW gas vents installed in accordance with their listing. Provide weather protection per Uniform Building Code section 1402: Weather resistive barrier protecting wall p g structure. Provide flashing and counterflashing at exterior openings to make them weatherproof. B. All habitable rooms within a dwelling unit shall be provided with natural light by means of exterior glazed A. Drawings. The drawings are intended to describe the overall scope of work. Contractors shall field openings with an area not less than one tenth (1/10)of the floor area of such room with a minimum of 10(ten)existing conditions and alert architect to any unforeseen construction difficulties before beginning ( ) ( ) 707.3 Insulation verify 9 Y g 9 square feet. • All tears and joints in butt insulation at exterior walls to be sealed before being covered. q Tigard, Oregon Insulation shall have a flame spread rating of not more than 25 and a smoke density rating of not more than work. 8 450. � C. All habitable rooms, exce t kitchens,within a dwellin unit shall be rovided with natural ventilation b means for The Contractor shall be responsible for verification of all existing utilities. Existing utilities shown have All flashing (Hidden and Exposed)and architectural sheet metal to be 26 gauge galvanized steel,factory except 9 P Y ��minimum of operable exterior openings with an area not less than one twentieth 1/20 of the floor area of such rooms with a Brownstone Homes, L.L.C. r MA NA Manual, unless otherwise noted. P ( ) Fire primed and field painted,8-0 minimum lengths, per S C , k Draft obtained from available records and are shown for convenience only. The contractor shall be . . 708 Fire Blocks aft Stops . minimum of 5(five)square feet. " responsible for additional utility locations not shown. Care should be taken to avoid locations not shown. Fire Blocks (2" nominal lumber, 3/4" plywood, or 5/8"'Type X'GWB, cement asbestos board, mineral fiber, p ty 'r manufacturer, and backin rods or tape as DRAWING ISSUES: DATE: B. Caulking and Sealants: Use primers as required by backing p Care should be taken to avoid damage or disturbance to existing utilities. „ glass fiber). 9 9 D. All shower areas shall be finished with a smooth non-absorbent material to height of 70 above drain inlet. T recommended by manufacturer. Use polyurethane sealants at concrete floor and sidewalk joints, all other 1.DESIGN DEVELOPMEN -moo intervals Y Po Y l spaces of walls and ceiling and 10'intervals horizontal) and vertically .. 1)Concealed p g Y Y locations use polysulfide or silicone. This material shall be installed over water resistant gypsum wallboard. 2) Interconnections between concealed horizontal and vertical aces(including soffits). B. Pre-Construction Meeting: Prior to any construction of development activity,the contractor shall 2.DESIGN DEVELOP-1MT- ROUND 2 viand ) P ( 9 ) 3)Concealed spaces at stairs. schedule a pre-construction meeting with the Local Building Department or Local Public Works " Department. Verify which agency would be involved. During this meeting, contractor shall provide C. Vapor Barriers: Continuous approved vapor barriers shall be installed on the heated side of all thermal E. Doors and panels of shower and bathtub enclosures shall be of safety glazing material,with minimum 23 3.t3LDG PERMIT APPLICATION V2001 4)Openings around vents, pipes, ducts, chimneys,fireplaces and ceilings floors. P fY 9 Y 9 9 , P insulation, PP , y , P g ) opening. . installed. �. local inspector with a proposed construction schedule. The contractor and inspector will then tentatively Openings between chimney chases and attic spaces. P P P P Y schedule several phased inspections. 5. D. Enclosed Spaces: Enclosed attics and rafter spaces resulting from ceilings applied directly to the underside F. Kitchen range, dryer, bathroom,and laundry room ventilation ducts shall have smooth, non-combustible, 709.3.2 Vertical Fire Spread o non-absorbent surface and shall be equipped with back-draft dampers. �. Not required, 709.3.2.3 Exception 2 C.Abbreviations: Throughout the plans are abbreviations,which are in common use. The architect will of roof rafters shall have a free ventilated area equal to 1/150 of ventilated space, or 1/300 if 50%of the P q P define the intent of any in question. required ventilating area 3'-0"or more above the existing eave or cornice vents. 1. Y q G. In bathrooms,water closet compartments, laundry rooms, and similar rooms, a mechanical ventilation system 709.4 Parapets connected directly to the outside, capable of providing 5 (five)air changes per hour, shall be provided. a r on lans Not required: Exception 2. D. Repetitive: Typical wall sections,finishes and details are not indicated everywhere they occu plans, and sections; Refer to detailed drawings; contractor to provide as if drawn in full. 8.0 Doors/Windows H. Every unit shall be provided with heating facilities capable of maintaining an average room temperature of 70 �. fi shall comply with section 713. Openings in fire-rated assemblies s a co p y t se t de rees Fahrenheit in all habitable rooms and bathrooms when outside air tem erature is 24 de rees Fahrenheit. E. Codes I Permits/Regulations: Work not a part of the work of the permit and to be performed under A. Glazing in locations subject to human impact, such as panes in doors,glazing within a 24fl arc of either degrees P g IL . vertical edge of a door opening in a closed position, glazing within 18 inches of the floor,or glazing over 9 se orate ermits includes but is not limited to: electrical, mechanical, lumbin plumbing, use 904.2 Automatic Fire-Extinguishing S sterns separate permits includes, P 9 devices. Provide . Y square feet per panel, shall be tempered or laminated safety glass per UBC Section 2406. I. Windows and sliding glass doors within ten feet(10)of grade to be provided with latching devices r P , P tY 9 P . , q P REVISIONS: DATE: Automatic Fire-Extinguishing system is not required for R-3 and U-1 Occupancies. secondary locking device such as"charley bar"at sliding glass doors. Contractor shall obtain and pay for all permits necessary other than the building permit. Contractor shall also pay for all other charges, fees, or costs charged by the building and construction departments, utility J. All occupancy accessories such as towel bars, paper dispensers, soap dishes, etc., provided on or within walls, agencies, or private companies which require such costs for, or prior to installations. 9.0 Finishes p Y p P P P IR 00-10 (17) Exits. 9 � P P q P shall be installed and sealed to protect structural elements from moisture. II- Each dwelling unit shall have an exit door that provides a continuous unobstructed means of egress from the A. The Contractor shall be bound to the finish schedule of rooms ands aces but shall be also responsible to po dwellin unit to the public way. third floor of individual dwelling units is not required to have two exits. Nothing in the drawings and/or the specifications shall be construed to permit an installation in violation of P vi with a mechanically operated exhaust stem capable of providing a complete � dwelling P Y 9 q K. Toilet rooms shall be provided y p y p p 9 p applicable codes and/or restrictions in violation of applicable codes and/or requirements, the contractor provide other materials not in the schedule if required in the field to create a finished product at P r etc. Provide furring, leveling, patching as required change of air every 15(fifteen) minutes. Such systems shall be connected directly to the outside, and the point of . . , walks,floors, ceilings, doors,windows, soffits, treads, e c g, g, p g q PROJECT No. h II notify the t on a and cease work on all areas affected. Work performed under this contract , PR IR 00-10 (18) Accessibility s a o fy t e a c 0 p om any operable window. ( ) � for a finished product. discharge shall be at least 5 feet(5)fr ny p Ground-level,single-story units shall be made accessible or adaptable. Any common use facilities such as a shall be in full accordance with the latest rules, regulations, restrictions, requirements, and codes. CI 200 1020"00 pool, club house or management office shall be accessible according to OSSC Chapter 11. B. Gypsum Wallboard: Install per recommended specifications for the application and finishing of gypsum L. There shall be a floor or landing on each side of a door. When doors open over landings,the landing shah .tat All work shall conform to the 1997 Uniform Building Code as amended by the State of Oregon 1998 � v have a length of not less than five feet 5 . board, per ANSI 97.1. 9 { } DRAWING TITLE IR 00-10(7) Roof Coverings. Class C Structural Specialty Code,the City of Tigard, and all jurisdiction rules and regulations. , P ( ) 9 carpet with . C. Extend flooring under appliances in kitchen, and full depth of linen closets in bathrooms. Install carpe In areas determined to be"Wildfire Zones"as specified in OSSC Appendix Chapter 5 and Table 15-A,the pad per specification in all closets. M. Extend fire resistive wall protection to the sole plate behind the tubs or shower units that abut afire-rated wall. GENERAL NOTES d e F. Conflict: In of any conflict wherein the methods or standards of installation of the materials P P P more restrictive requirements for building separation shall apply. Y (11 specified do not equal or exceed the requirements of the laws or ordinances, the laws or ordinances shall N. Entrance doors to units shall be solid core and shall have a keyed, single-cylinder one-inch deadbolt lock. govern. Notify the Architect of all conflicts. 15.0 Mechanical 0 1505 Attics 9 fY Each door shall have an observation port 54""above the floor. Access: 22"x 30"access to attics over 30"in height. 1° (a) s 9 A. Mechanical work should be coordinated by the general contractor with the work indicated herein. SCALE: (b) Enclosed attics and rafter aces resulting from ceilings applied directly to the underside of roof rafters G. Dimensions: Survey: Dimensions of site conditions are from a survey by others. Architect bears no Y 9 O P 9 9 PP Y . .. �' shall have a free ventilated area equal to 1/150 of ventilated space, or 1/300 if 50%of the required responsibility for accuracy of same. h Ilowin Deferred Submittals to be submitted b the owner to the Ci of Ti and after the contractor and SHEET No. a q B. Plumbing and sewer pipe sizing, gas and mechanical sizing to be in accordance with recommended T The fo following by tY Tigard V ventilating area is 3-0 or more above the eave or cornice vents. practices as per currently adopted national, state or local regulations. architect for have reviewed them for design intent: Dimensions are shown to centerline of party walls, face of stud at interior walls,face of sheathing at 2306.8 Wood and Earth Separation $exterior walls, face of concrete, or centerline of opening, unless detailed otherwise on drawings. Roof Trusses , ., C. Contractor to frame openings in walls, ceilings, and floors for HVAC and other mechanical or electrical g ,• 6"minimum■ work where required and not otherwise shown on the plans. Floor Trusses A00 . 10 0 Do not scale drawings. The Contractor shall use dimensions shown on the drawings and actual field q P � g 9 C.0 measurements. Notify the architect if any discrepancies are found. GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced ced nth out permission.ssFOn. Original sheet size 24x36 . _ _ � a h . .....:............ .._ ._ ,_-._.. ... .____ .._._ .-_ { F ,2 f X WALL ASSEV5LIES FLOC ' ® 3 '; ___, _ _c _ , ,_ f , _. ... - N® NAI INCA 1 T5 A MINI MINIMUM F{ RAT E S TU ADDITI [ ,l[ Ta 5 IT1 [ TS. NOTE: ALL L 4` • [ TS � AND � 1�[[NI1 !F[ RAT • SEE TRUC � _<. _- -_ z NOTE: ALL NOTED NAILING i -..<.. v .. i.....+, ...:+._...tar :,., __ .._ ,... � ..... _.. -v _.n,- -�.z.F'�c,...;fe. x_a_z —J.._y,.-.._... ._5v?i ...,.,.. _..:.:-�_ �,.. - .,.- �-A' ...,-_.:�:__.,a_,:� -_�.s'-�._3 2.,:::.�._, zT'...-.._.:.._S_.'t'-F',r..G,f-:i: -.—._- >_-,-:_w_..c+. � srn'fu .+v._: ,.-_3 • _*, �. Ff - S[ST[VE S, y I RAT IN SOUND TIN CEILINGS SHALL { $,WITHOUT , FIRE RAT NG SOUND RATING PENETRATIONS, MAY HAVE - ' ATIN SOURCE SIN � � fi C , , PIPES,DUCTS,AND ELECTRICAL OUTLET BOXES, _ ,r s s _ ,..;.-...+�-.t..-..R..-:..-,�. .�:>.:-_tee ..�.�'.-':.�.>_'.-:....- -..'-:�-.. .. _ ... ,. .. - - UZ' SIDE N/A N/A WA WA FINI�I FL ING R WA WA WA WA J D THE AS THROH � t TWA ASSSIBLY AGGREGATE NOT MORE THAN s 100 sotiARE IN S PER 100 SQUAM NET: a • c TE SLAB PROVIDE Li t ZX4 UND TYPICAL rR9 SLA0p � �a U R-15 RIGID INSULATE 24' g ,, - ,,],'7‘,1,,,,, k L � p° p p SYSTEMS TI-ROJGI4 � O° � U 0 ° ° • �NIL POLYETHYLENE FILM VAPOR�A ER FIRE-RATED LIES. ALL FI OT I s 5 �ALL o o flp Apo INSTALLED PER T MANPACTLFZERS _ _-__ --„. ;-_,' -1 1 1-1 1 1-1 1 1-1 1 1-1 1 1-1 1 1-1 i — —la. fN� TI . 'T' RATIts6 IS �,m> BELOW ANY 1 S� 7C AT�A SIDE SEE NOTE, N/A N/A WA I I—I i UI i I—I!I—I l I—III—III==1 11=1! GRAVEL R SOILS ANdI' - TiN ITEM r_ SECTION 4, T �r T T LA R TITAN A 4-INCA NOMINAL. P[ OR!6 ' _ :: 1,, :_, CE ICON 3 C - CTI A. ' PT' SE W2 EX INC15 IN 3. . .,. ...., lU •SYSTEM N . {NT.WALL _ _ � --_ -. --_.._ �.._,.,.t. ... . 3 R-21 ATT {NSU AT1�N W/VAPOR eA IER OCCUPANCY ` .ikPv . _AL_- ` WA WA WA WA Architecture and Interi®r Design �A LESS CF SIZE,DUCT IN RATED SEPARATION ; . . .. . 2X6 1 UjLO FINISH R R CEILINGS SHALL TECTED �Y D Limited Liability Company 1�. CEILING F[ iii- 1301 Fist Avenue, Suite 301 I -_- Seattle, Washington 80101°2074 5/S' 'X' EACH 51DE STANDS(2 WALLS) FL SHEATH R S T°U L t IN.tom ®I'OZ. 1 HOUR EACH SIDE GA UP 3514 OTC -51 SECTION°I09.�: INDIVIDUAL ELECTRICAL OUTLET Fhone• 200 487-5828 e1 (2-1 R WALLS) (2) IL 13-224(SIM1 TYPICAL eons N FIRE-RATED u�ALLS L OF STEEL : er ► Fu: (206) 407®0027 W3 - _ - --_.. . - WP 3S!0 FL TJ I JOISTS PER S TIC NOT TI.1AN 16 S• � � (2)2X4 PLATES,ATTACH PER STRJCTURAL CEILING, z OUTLET'S CN OPPOSITE SIDES CP A WALL SHALL BE PARTY T S MIN 24 INCHES APART. WALL (2)2X4 STNS - /{ 'GA' , TO ASSOCIATION F[ S[OT,4NCE ic:Ct),01'`D ART, c...,--s, ,.4). AIR - _. _ DESIGN MANUAL. Irt�._iwa'a_ :_1 31/2' [NG BATS' INNULATIO�N ALAN G RA I N�, NOT O`D EN O_ ATHiNCs, O'® AR 1 LAYER ` X_. {_x_... : . .r. . Nalra WERE D T 6 � 2X4 SPACED DECKING WA WA WA WA ,E ADDITI LAYER(8) AS (P THROUGH Tlg PROHIBITED. �, SEATTLE, WA C1�1! A H FINISH. li, Vo, 5/8' 'X' SIDE STUDS(2 WALLS) F2 FA 7 VIM _ r FI STCP *MEMBRANE PENETRATION _ • _ 1 HOUR EACH SIDE GA LLP 3514 STC -51 RA1 , OF OV't. (2-1 HOUR WALLS) (2) IL 13-224(SIM) TYPICAL i i '.\ 2X6 STN, ! PL INNS EXTERIOR GA WP 3510 OW A 3 P * ALL DRAIN PIPES CHIN.) DECIe`` ; JOISTS R S T1N OECTIt 30`1.4 EXG '1'!�l 3:PANS 2X4 gT1DO, ' [ls g T,(24' OaG.MAC WALL IN THE -HOUR EXCEPTION 3: SEPARATION NOTE: AIR GROUP EXPOSED TO T SEPARATION MAY LIMITED TO THE INgT LL TION ritA. _ kimposm i 3 /2 ATfi NSULAT[CN 4 MIL A LI ��� ATHNs PER S ( Mar) SHEAR) NATURALLY DISTANT TO DECAY, : CF MATERIALS APPROVED -HOUR F - S{STIVE S T1Ce ON NE GARAGE SIDE AD A F-C-OS{ ,Ti {TTNC SOLID-WOOD DOOR . . .:.... ..:.... ... ..--:::-:-... -. . .._..,... NO—ES IN THICKNESS, A SELF-CLOSNG,TworffirriNG DOOR HAVI1 A FIRE-PROTECTION RATING OF NOT LESS PENETRATIONS [B[ FINISH FLT R R NOTE, WA WA WA THAN 20 MINUTES TESTED IN WITH I CTION - PART f1 OP LOC STANDARD °t-2,W1-IiCH IS A PART OF IN { uOF THIS , IS ITTED LIEU T_rmr_! MIlii A N/A WA WA ' a. FLOOR SHEATHING.)PER S ASSEMBLY. FIRE D NEED NOT DE INSTALLED 1/Z ,BOTH SIDES IN AIR DUCTS P INCA TI WALL,FL : _ - FL 1LfN g TJI JOISTS a 24' OC.MAX. CEILING SEPARATING A R,DIVISION 3 �' _ 3 P ALL DIN PIPES(MIN.) / OCCUPANCY A P u OCCUPANCY,PROVIDED PLUMB.WALL PROVIDE F{ OTCP PENETRATION DELLINCa R- eATT INSULATION WITH VAPOR DA ER O N W SUCH DUCTS WI1�IIN Tim P 1,1 OCCUPANCY A S Quail IDE l TOP)WHE GA l UNHEATED SPACE)BELOW CONS D OF TEL HAVING A THI SS OF NOT g TNT.t.NiT ' LESS THAN 0019 I N C H(10.26 GALVANIZED T ..__.. _._ _�__... . .w- 2X6 5/S' TYPE 'X' GAGE)AND HAVE NO OPENINGS INTO THE GROUP U U.....:. _ ` EXTERIOR SIDE SONG WA WA N/A N/A OVER ttATHER REsistivE DARRIER W mfr FIN1 N PER WA WA WA WA T T T T T ��� I EXTERIOR � =�- EATH{NC� O'® iii WALL 2X r FL HEATNIN I ACE ATT {NSULATIN W/V ER iitii rm FLOOR O ,_ SPACE lry _. - �A,TT INSULATION WITH VA BARRIER CIS! IP1 EXTERIOR _.. _ SIDE (TOP) T. TJI JOISTS WITH 1 1/2' HOLES 16 e ®�. Tigard, Oregon _ VENTILATION for SIDING WA N/A WA N/A EXTERIOR SIDE RESISTIVE A IER O 3/8' R PLYWOOD WITI4 IX2 DAMNS ° 16' O Brownstone Homes, L.L.C. PROVIDE SEALANT AT PLYWOOD EDGES AND BART JOINTS, WI - WITH eATTEN,rrionAL. __.._ _.____�, DRAWING ISSUES: DATE: EXTERIOR n_ .� • ..: ....:_...._ ..-�.u����..�� , .._ _ EATHINC AS MGM FOR SHEAR WALL AT _ .-__, _ 1 : DES�!DEVELOPMENT 19/2001: ATE® ___ - E lIllrjMIIIIIIII.m WOOD i1 EXTERIOR SIDE 1 1I2'MN CENCMTE TOPPING . 3. L I APPLICATION! 00 1/Z' ./ T TON! S/2 1 ._ WATERPROOFING INS TYPICAL - - ..,. EWERIOR EXIERIOR GRADE PLYWOD SWEATHINIG ,ry r4 SIDING 1 HOUR GA 114 WA WA DECK EXTERIOR SIDE OVER ATHER RESISTIVE DARRIER,DON SIDES 1 us /S' TYPE 'X'GYP.SHEATHING,BOTH SIDES JOISTS PER STRUCTURAL WALL - CRAM. SPACE s 2X4 WOOD FROING - NOTE: F SHEARLIALL TI-1 M 16 APPLIED SEMEN GM ASPHALT COMPOSITION SINGLES(C!. C) WA WA WA WA 4 STUDS LENGTH CF FASTENERS SHALL INCREASE 11. _,:_ OVER IATIR RESISTIVE A 1ER EXTERIOR SIDE MN.TIE THE SS OF NE ADDITIONAL SHEATHING. 1 R PLYWOOD EATI�IN DNS. 1 ......... • DATE: ACTUI D S EXTERIOR SIDE WATE i WA N/A WA WA TYPICAL �-- - .... > ROCP- TE L CEILING T T T 7'�`r '"T WA SA1 ( OTT ) WITH VAPOR NSA fER ON Lii L.U9 4 < * I-EATS® - SPACE AL 1 LAYER 1/2'Glie. IY. II aim ill fOR � - WALL AT Ll . 2X4 PRESSURE MATED STUDS - LOW E WATER SPACE a..... - -� __ NOTE: PROVIDE ATH MN.4'-0' EACH WE OF -=---- -- --- - ^- _ R-21 RIGID INSULATION PROJECT NO. ___ .._,___,_, .�.___._.,_-�-__ ____�_-._�_�.-.n_�-_ PART9Y W�L LINE 2001020.00 CA IL-' ♦♦i♦iii♦i♦i� ►♦i♦i♦i♦♦i♦♦♦♦♦♦♦��.� . ALT COMPOSITION ES(CL C) - OVER SISTIVE DA 1ER WA WA WA WA DRAWING TITLE _ OVER p,. D SWATHING R 5 IU SNDING 1I-IOUR !4 WA N/A _ �. AssEmBuEs EXTERIOR ME OVER ATHER RESISTIVE ER '� 2 INCHES CLEAR MIN. TILATI�!SPACE,TYP TYPICAL 1'� 1 /8' 'X'GYP. 1104'r W Ts 12' f,el" CEILING EXTERIOR 111111114 AT ATTfC WALL ATI-I{_ RT'T T'�N VA IER ON scALSTAR { V A 1ER _-� j NOM: VI®E ,ATIII1a MIN.d�'-0' AC�1 SIDE � SHEET No. I try' e 12'Oaf,WAGGER JO NT8 EAC14 et PARTY L LINE Ill NOTE: F 814E L THINCs 18 APPLIED BETWEEN Gas # STUDS T1 LENGTH OF T FASTENERS SHALL HNC E _ .._. , .. MIN.NE THI S ®F THE ADPIT1 ATHIN . 7.1 A00020 E. JECT�1����1026.00/5 DWC�/LIB / Y “:1 i olin •• _ .._ M1 C1 -- - -- TIM R= FR_OELICN_ CONSULTING ENGINEERSaINC- MAIN OFFICE❑ CENTRAL OREGON❑ 6969 SW Hampton Street 231 SW Scalehouse Loop,S le 101 Tigard,Oregon 97223 Bend, Oregon 97701 503.624-7005/503.624-9770 FAX 541.383-1828/541.383-7696 FAX MEMORANDUM Date: 1/17/03 To: Ron Company: Brownstones Homes Job Name/Number: Quail Hollow South Rom: Rod Hammerberg Ron: We have reviewed the attached revised party wall sections sent us from GGLO on 1/17/03. This new party wall section is acceptable as long as the two layers of gypsum are blocked on all ` edges and nailed as follows: '(011)(2,1,1,1/71„,�. � ��0Pf"OF Base Ply: 6d coolers @ 9" o.c. ����4G i N k F�sc1'O Face Ply: 8d coolers @ 7" o.c. tom, 15472 If you have any questions please call. ,v.'-- Thanks, ►ORE all 9^ 25 '�, �9�ARZ [0\-%P Rod Hammerberg E.I.T. I EXPIRES 12-31.03!-1 h Cc: File _.,,_ mo A.,- c(, 4 '2-- i4 r. i...) 0-0,5 {7 e.k().. ." . 5 i 1/;-2 f c,UCb #' i�yi (G h foe r'1 1 1 LE i% E I V - _._ J SO.,w n �j cl + 5 �s et., tc ;���c e `' 1 :'� a I Y e‘ WA' INOTON COUNT ok coy 0 oe,ti L 144 t I,04) 7'- Otleih'y DEP 'TMENT OF LAND-' . 4D TRANSPORTATION 6,7t,i1 5 S -' O ROOF SHEATHING '-- EDGE NAILING 1iiiIiiiPERP DIC LAR I3EVELEDia l—� . . TRIFLE 2x TO PROPERTY . - '�'-''�' BLOCKING LINE FIREWALL I EACH BAY FIREBLOCK 6 (2) LAYERS CEILING AND 5l8" TYPE "X" FLOOR LEVEL GYPSUM BOARD CONTINUOUS RIM JOIST w/ DOUBLE SUBFLOOR 2x BLOCKING 6 (PERMITTED TO EACH BAY RUN CONTINUOUS ►_. ►�� OVER fE) —.. - — t< - Mil FLOOR FRAMING 1 PERPENDICULAR TO PROPERTY•-. - - • ' - LINE FIREWALL NOT : 11 I SEE ITEM 82 FOR 1 --`�I" AIR SPACE PROTECTION CLEAR BETWEEN REQUIREMENTS WALLS. FIRE OF ROOF FRAMING BLOCK 1P> -0 o.c. HORIZ_ AND VERT. PROPERTY LINE FIREWALL Y 72 MODIFIED" 2 -- HOUR APPROACH 14 3/4" =1,_O" State of Ore: on - Buildin• Codes Division DATE: June 1, 2000 ALTERNATE METHOD RULING No. 00-10 DEN: MS i CHK: ES [ 7 in 17 03 12: 11p BROWNSTONE HOMES 503-620-9965 p. 4 r.O.'s2 •1, ,I alt e/p61fr 70 �rCC e� ^e Mill . PARTY WALL PARTr WALL , I EE FLOOR PLANS is��4. AND WALL ASSEMBLIES 11P4�� Ain. .I .IT i 2x4 PLATE,ATTACH PER STRICT, e TWO('1!LAYERS 5/8' TYPE 'X'GOB TYP,BASE TRIM o EACH SIDE I � ._ ( t2IM JOIST II CO NT.F'L f1000P AT PARTY WALL 12 'S ! � ►�rdlR'� - J I 'll" ii • 'NAILER AS REM, Iti tri lir BATT lN5JLATI OVER CrARAPsE JOISTS PERF�ENP. I JO ST5 LEL 5 FLOOR ASSEMBLIES 2 TO WALL w 111111;1 All TO WALL g, L FIRE BLO KING 6 I0'-0' o.G A c C* HORIZONTAL AND VERTICAL v i g f ,41TY WALL/FLOOR I..,'.0. 4 AT TOt, NHONE S 'm.eng,a, t a f (t gd N 1 w i Ii G G L 0 oalw,sc room raoa:cT. rROjCtr NO: 7341 F'""Avenue 11-08.02 Quatarna Park I I 2OO1030.0O 0 s..,,w■ SCaEc I some WA lbw (A51.01) MINI: 1"=I p' T'''' '1 )""44" (xO.01-11040x) Brownstone Homes LLC BHEQTNq' W far•(Mela(174)1V 04;17'MIS on AO TI]THI P.02 Jan 17 03 12112p BROWNSTONE HOMES ,�,tt// - 03-620-9965 p. S 2$2164A706_?7 p.m, ---- .— ., u li/ a ti 7 .°t)L1 -t" / j---." le -e-re V e(1 (6 °"1- 1 /1 5 4 t='• Y 11141,L --PATTY WALL $EE q.00R PLANS , _ r'� ill Ate?tu&L AS S L S Ct t? 2X4 PLATE ad /MACH PER STRUCTURAL 7.—(2)2X•t PLATE il 1111 ATTAGN t'ER SCTtIRAL n it .FLOOR 11 2 SEE SCI ?ULE !I L b i; 7. gi — lE A_psai TTP.6A$$ mill a FRE BLCX:KiNG : NAILER AS REQ'D. i ".1 i ril ltd_; �, err .,_ --a TYP.FLooR ASSEMBLY 14 ai 6EE A55Eii .tES SCHEDULE j}1 .' vi Rill J 15T PER •TRUCTURAL _ . p, II ------ T1,?(2)LAYt OF Va'TYPE le Gat, 13 to g is Or I_ 6 a 14 WALL. LOO '. .0 5LDG STE101,.1.-0, it i. 1 i l'.1 pK4 h M O D i 8 `G G L 0 t aawots s• to cr p .aa0AcrNO, 13��rvaa a..irr i2�2Q Q alama Park H 20o1p30,0o twig am SCiCE craws.WA gem `(ASI-Q1 110402) cum 1" 1'-0` s TN•(RO ro7'•5$28 a Qwsistorte Homes{.IC SNEET N0: for Ernp71' iNt`c7 4113.1:. g4teWO.Craa. M 01/014 •.to.aft . Party WO/Floor Cross Section at Building Ste S D-03 Y � p TOTAL P.02 GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24%36". —_---- — ' .-- ---- Allnillatal II 0 ‘11111 .7 ,.....,...,... ,..„ ..... - _ _ _ I _ _ _ _ ___ _ _ sH . 91REENF I E- ------LE7 Of; --------- - _ iit === =... ...... --- --,....„..... .t „------- , _ E-- E-N • „...... —______ — ----- ..---- -----________ -... S w--- ■ .-alarer laii Iii--ii--S 1.11 IP r — NW Ar — 1 Jr __ _ ____ - __ 4 . , ° ° , d ---, \._ -/7 / , NOTES: SEE CIVIL DRAWINGS FOR GRADNG PLAN. ...- ---- (.1°' I I I I I I I I I — I —1 • -I - . . 4 „..„.,..,,,,,,, .,.. EFFINEI5L0EVSLIAFRFTIOAGNSE5DHIOREIUNGTOLNTColVintsiDDRAE GWA1NR6G5aERE --.------- ,..? ------ _ _ 4 r\r-.4,.‹) GGLO 1 1 1 spi • _ ___ MI — NI — 1111 (ectNis _ _ IIII — MIL IIIII I ' 1: 7, L24:" mrill4 -..,_a .2-4' ii 24.- 724—' 772-4" 7 111111 I dm, 1 _ -4% 4 .---,,2„, FOR GROUND FLOOR Fr AT HEATED SPACE, ADD Architecture and Interior Design -- I I -' .. . N POOR GGLO __ Y301 - € Zcz .---------- if ® , --...„ _.,..„ .,,, Scathe, Washington 96101-2074 APPROXIMATELY e)1 TO ELEVATION swom. 1 ‘. plikt „__._, THE PURPOSE OF SHEET A10.00 IS TO PROVIDE A KEY I I 1 12 v , 1 C53 4,5 A5 CSE3 1 C:53 AI 45 0515 I , TO DUILDING5 AND UNIT TYPES AS 514001 IN THE I • 20 ;;'.' ' 'iq I / # ^... -----, /its -,,,, ARCHITECTURAL DRAWINGS. I ass AS ,45 4* 1A3 5N :g ' Li VI 1,7 9415; 135 / .-., F71:::::ind;t0a0r36:41:;11076:7Pomite 103 d 0 4)cs, I latorigagr ' -agionv . INCERIFY DRIVEUJAY -------------- mmitillTh----------..------g••4* =I 71-1 ix -: 3) rk....a2crtb- te Itrai iltaHl diry ii, 9 (\14■12/ v9, /.1', . . 0 Arai-.1 ivItost:4:11.111:1/1:11 N. \\1/41111.:\>7-----. ,\\ ,N ,, \ roTNIFFiTicATR5C5HERTEwECTENIMMAREDIAITTEEci-TuRAIF TLI4AENIRED DRAWINGS. ACREIVIL e A VM '311-ii S _tp lit,■ •Ills 7 I \ I LOCATION WITH --MP • 7:K2S A co ,, N . . t, , 407 • ..4 1 yi Du4s. t tiA c\S\-ev, vERIFy DRIVEUJAY 1 LOCATION UJITH I ,s;.-/NW \ ' \ e 0 t 1139NIVE0 NV1V - i -___----------_________—..... ,A $1111,1„1-alt_ _OP it 1 CIVIL DUJGG. 6 tip cv irtn 40. - y.-ti / . sa.._, L 1 Ireltriallil t..% A: i / • N.\\ N \ ° \ \ \ , \ \ Nv ne t L ..._ • , -4,*„„.. 4 1/4®I 11, 24 vr24' re/241 011,q241 ro, 24' .,, 241 i / . ,...\, - . ,_. r_ \\,, \ . \ . \ ce se 55 a 5 ) as ,F:3 r;N BS 55 C5 I I I I it 1 \i fa , cc' . :1*/ .-- - c, / , / 4\4"; .j ? \ , • . \ 0 , 1 ,, , , - -mist it , N 4.....3/4 \ 4: I 0 dot, s:\> N v ; Auk \ips )\/.6:41:4;6:" 5r, : 4 ' ila Mras TillantrIMI. was Si a / way Vlt/ \ III \ a 111111111010111.11110110 • . k 32 i \ , co \ , , N ----- Si 4IF , ,e, 7 i / \ • . ---- ----- talk Cl/ 1/47V , i/ n .2 • --------- -- ---■".........r.■- - 45 --- ° IIIMINIMMAti• N\ ala / 1/4 S 02 1 tAllai \ a i AN, 0 % \ N if. • '‘s %s ';i? • SNN \ , All * ____ _ _ _ - - - --- _ _ ___ _ _ _ __ __ _ .. avt . rf c 003 1--' 1%• , _e Nrer A 00 , . ,N...c.s., , )4_ \ \ ......._ _ _____, -::.41r li s \ -, _T.:: _____---- Quail Hollow ' et. \ . , , l¼ O \ a-, 0 1,11( o a a a a 0 \ \, , // ci,-) N a -- '4 / \.,, c ci , , ,,,,fr * __---. . - South ....-- :no *4 i , i.,• * r0 • > (J) NNO . , .'-- d 4 /--\ - 4 ' Townhomes „ , \ imiS 1/0 * O * * GP ' • Ai< 4-• ' # Go az, \ le Ay ,-".-/Z ise .,, ---- ...---- ..b -01e111 ei -I ..-- -- ---- .00 igt. ' 'q) ,,,, ..---- a t..I\ *St t * 1/4\ -4, '..j44444,4"is‘llit, -...tP - * * 3.(4: „It* 0 \ N , 4,( / Nt4i, ir , , wool.w... hac • Ssa00 a c° A" \ \ ani ra ler ,. LA / -° 4,10, ,." ;t ' ' ---- ---\ \ \ a e• mom: .„ atii1/4"sksv 1 \Av.. ,,,,r / / N lio, " \ / , \tbCf), \ 4' 4 7 x 46- . ,... a - ,--- \ Tigard, Oregon for Brownstone Homes, L.L.G. a led* le -, >1 * *„ , t pm% / 7 41--- . / U) „to \ 1 \ N. # / , Az 4( d , 0 .•• ,--- \ \ :\ DRAWING ISSUES: ME: ifek 110\ NaltA -.4%,„.,,,, ..t., „ , / ____ , I, DESIGN DEVELOFMN" veacom' e 4 0 C.) Is& "-in /57 • 'Z' 1 fr e, 0 \ ,.. IA lik, 00 41..jiipir_44h., a 411114. v 3. BLDG PEWIT APPLICATION ' 1 • 2. DESIGN DEVELOMENI - --- 't? s, \ \ Ur ! <INV 6, 1 ,,,,, ? / ., 7 -44.46"1. 1/10/2001 W2001 , 1 0 4._ 4i IS )04„e t , : 0 • 9N co ` \ lro „ it) sal 5 4 ..77 \ 21112002, -,4 4. REvI5ED LOT RIMER; % 1 / a , _ .;. a 0 * , \ lopyi\NAtt / , , , L., , *• --.:1,1 (- l'''''''cre\rt .: / 0. 1. sQ' z , - , --\ - --__As- ---- a 0 10. 4:4 0,Th *1611) I. ,110 11. 14 *a / , .e=s+ (846110q1 „kw 77- 7-----7- ,..--- • REVISIONS: DATF. 1,/, c, A A Wita4ittasese 01,11 -dis * -q.? iya 'd dYs■/ / V > li, ....ii !hi kora 1. NN / / 7 7 LIU \ NN u 0 it IMP Also - - 4111, .14Pallaimus 1 0 / 143 ■*r ' - cs , / * / / 7- it -- a 4 il\ ger aisareetstr -- I-- vs . / / yr / / o___ IIIPPINOMPIM• AIMPUIIIIIIINIMINNE VII/talb \N Op j So 14107 " 0 / / 7 ' 7, 77,,,, .-I.:, . . / III PROJECT No. - , / 0 2001026.00 , 0 Li0 It . Illtl*L , qr. --19 S E PLAN / :NI ir i ---•-%-•, - A AT \ \ \ ea/4;k ,", , / / / 44IS/ - r---------- NNN , DRA;11TN G TffLE 4i. . „, oo -\-9 * . --„,„.... , / : rcir-: \ ) f4;4ra_ ' NN....„,_,,,, -N\ N.-,..,,,, SCALE: r o30°.ex ' I I 41%.: 7 1,QralteiNdr -- , I\ 0 S . ' . ---.. I I 1 encji_ LL.:6•2•2_, ilk in 1 r, 4 1 I 1 21 ;: li SWAT No. 1 1 ,; it 1 r 2 301-01 7.2 I 11 .1t1, I I .1 N dr' .. r WO rt 4 ° Vrt9 . _ ________ _ ________ _ _______ ,. ._, GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". NOTES-UNIT PLANS I REFER TOSHEET 40020 FOR ASSEMBLY INFORMATION, 1. ALL PRYER EXI4AUST AND EXHAUST FANS SHALL SE lb.!: 2. REFER TOSI.4EE7 A21.01 FOR POOR AND WINDOW INSTALLED PER MANUFACTURER'S WRITTEN 5PEGIFI- Ih8t2F6 ITOSW CATIONS. VENT TO OUTSIDE AT EXTERIOR WALL, THROUGH ROOF AT TOP FLOOR VERIFY WIN 3. REFER t0 INTERIOR ELEVATIONS,DWG A50.10,FOR MECHANICAL. KITCHEN AND BATHROOM ELEVATIONS. S PROVIDE ONE FIRE EXTINGUISHER WIN RATING 2A10SC 4. ALL FIREPLACES ARE PREMANUFACTUREP,GAS FOR EACH UNIT,LOCATED AT ENTRY ADJACENT TO BURNING UNITS. INSTALL PER MANUFACTURER'S GARAGE DOOR PER FIRE MARSHALL'S REQUIREMENTS. RECOMMENDATION. 5. PROVIDE NON-COMBUSTIBLE FIREPLACE HEARTH PER g POINT OF DISC IAR^sE OF VENTS SHALL BE 3'-0' MN. MANUFACTURER'S !REQUIREMENTS. FROM BUILDING OPENINGS. 6.FIREPLACES TO HAVE AN OUTSIDE AIR INLET PER 011" CODE 4 MANUFACTURER'S REQUIREMENTS. / 20-0' / , 20-0' / / 20'-0' / Ilta / Y-b' 11_0' / / 12'-0' / 8'-01 / r 1 CONC.PATIO \ 0-0' -/ 4'-3' /- GGLO ABOVE Architecture and Interior Design �' Limited Liability Company 4 al 1301 First Avenue, Suite 301 I / 6-0 5-0 f Seattle, Washington 98101-2074 in CONCIPATIO, Phone: (206) 487-5828 c) I Far. (206) 487-0627 S. \ r....... .....----1 CONC.WALL • I I' I I ® I n y \ I l ® I \ DS FROM j- - \ %%U ARc % W6 I We ABOVE ROOF ��ti � „yI N �11111.� I ALAN GRAINGER , % Mk (W3�- °° SIM I w21-- ATTIC SF1 I + ►a A1lODI ABOIDI - r' ASV I W6 I ©(tPFIN SHED) IJ Una l �I ' . -_ --�� !BEDROOM I"'" Tig I I I LP SEATTLE, WA (��4.) i� I W6 ASV. LIVING ROOM \i, '1/4)\ 'v CLOtht I Tor OF 0% DINING ® © I ac�E POOR, I I 4 [ „nl W3 ® Mc � .1% I r \ 3'-5' W-3' J Him b BATH p m R46 W2 I I +42' WI Ub I 1 D ----- HALL O r� I in \ Ir y O I I I \ 1 Q VARIEB SIM �� ;, (---) r 4w JI 9 I 61 © 0 e In WS I W J+42' , MC II _ _ _ PANTRY W/5 I DN I BATH A TB I 1 ABn v - '��� � SHELVES REF ,4Y J ©© m e 0 - ”" 1 - wl 42'X60' I I I I I [ low mI Quail Hollow 'CONCRETE FLOOR +42� in \ KITCHEN A I MN 22'X30' SHOVER SLOPE 1/211/FT. in H PW I I � W i x � PL -I Lin (cc- I I = ,,,\ I w N 0 20 I South N A20.02 CA VENT OUTSIDE ""' I W ;T I I-- -1 36Dw o Townhomes 4 —gy*- u, -H 1e _ __j I v STAIR 42' r 1 - - -442 - I \ • \ \ +36 W5 W5 "' .__ -b' 3'-5' 3-5' 2-4' al = UP DN = UP — !! / f /ir 3'-6' 3'-5' EDGE GE STAIR I 7 ., k +SHELVES , -I wi I !BEDROOM is Tigard, Oregon scKt/ MIDL 3.6' / 3'-5' / 31_5' / 1tp / 2'.1' / 9 for a o �, Brownstone Homes, L.L.C. ENTRY F- ENTRY BELOW 9 .12, KITCHEN NOOK I CLOSET e W6 Wt ABOID2 ® ® ® � ' I.DESIGN DEVELOPMENT 1A9R001 Q 14 I TYP ® :�-. III-. -I Of \ ♦ I I V ♦ T �— -- I ♦ I I — UI I • \- 2.DESIGN DEVELOPMENT- ROUND 2 UIS/100I I - 3.BLDG PERMIT APPLICATION 912001 9 A80.03 1-1' W61 ® -IUAO 11 3 a b, �, �M 7YP. 6' II' Qa / / I 5. DN / 13'-1 4'-11 3'-91 4- - '- , 6- ' \ / / / / 002 >m `/Tu/J/etc 1. 71I' 49001 S. / `vr,b4 GC' a i 6'-II' / .3 10. ra�!5 \ t 9'-S' 1'-b° / 21-10' / I �� �vo," IL TO, /I'_1'%.0' 4'-0' '_0/ 121-5' 6'-11' 13'-I' / / A Lai> REVISIONS: DATE: / .----4' -,. W I F A10.10 ATOM A16.10 a_ . • 11-I PROJECT No L1 2001026.00 � DRAMS TITLE - Q -I UNIT PLANS CO UNIT A-N n LEVEL 1 0 LEVEL 2 fl LEVEL 3 0 LEVELS i, 2 & 3 IF'— SCALE: 1/4'•1'-0' UNIT TYPE A-N UNIT TYPE A-N 0 UNIT TYPE A-N 1-- U SHEET o. LH g CO A20 . 01 HT sti • GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". NOTES-UNIT PLANS 1. REFER TOSHEET A0020 FOR ASSEMBLY INFORMATION. 1. ALL DRYER EXHAUST AND EXHAUST FANS SMALL BE 2. REFER TOSHEET A21.01 FOR DOOR AND WINDOW INSTALLED PER M ACTUi R'S WRITTEN CIFI- °ORMATION. CATIONS. VENT TO OUTSIDE AT EXTERIOR WALL, TI•IROUGW ROOF Al TOP FLOOR. VERIFY WIN 3. REFER TO INTERIOR ELEVATIONS,DWG A50.10,FOR MECHANICAL.. KITCHEN AND BATI-1ROOM ELEVATIONS. S. PROVIDE GNE FIRE EXTINGUISHER WITH RATING 2AI015C 4. ALL FIREPLACES ARE PREMANUFACTURFD,GAS FOR EACH UNIT,LOCATED Al ENTRY ADJACENT TO BURNING UNITS. INSTALL PER MAt�lFAC1uRER�` S �� CsARACxE DOOR PER FIRE MARSHALL'S REQUIREMENTS. RECOMMENDATION. 5. PROVIDE NON-COMBUSTIBLE FIREPLACE I4EARTH PER 3 DISCHARGE OF VENTS 31-0'MIN. r TNT OF SCH RGE VEN SHALL BE r l r PO D MANUFACTURER'S REQUIREMENTS; FROM BUILDING OPENING 6.FIREPLACES TO HAVE AN OUTSIDE AIR INLET PER CODE 4 MA .FACTURER'S REQUIREMENTS. 1- -;1 ii -iii{� . `1I 1 [-I `� L_ JF I � 1 , , / 2ID'-ID' / Jam' / / I I / ' STAIR• BLDG 3 I- STAIR a BLDG 3 ♦ �� SEE PLDG PLAN r 1 SEE BLG'G PLAN 1 I 61-0' 4-3 I- JJ L --- -/ -aGGLO F: i �� Architecture and Interior Design Limited Liability Company W ■ niil 1—R 1301 First Avenue, Suite 301 + ,:- Seattle, Washington 98101-2074 in Phone: (208) 487-5828 ( ) PATIO c 0 c Fax: (206) 487-0627 ♦ ♦ CONC.WALL ♦ �, ,1 1 I ir_....r— I ♦ ' ♦ r L I - .<*I I U� •® I E W6 —Fa ® ARc � n 13 = 1.4 ::::°' ALAN GRAINGER �,4sra - slm W1 / 1.01 i mAS0m1 I 1 BLDG 3 W3 �� ATTIC 1 OPTIONAL. '- ABY:1""�I (UHF N'SI-IED� �FIREPL 4 E I _ B D1«:OOM 21 ♦ __ W4 SEATTLE, WA i ii al I I I GREAT ROOM `I I i FIT61ABV. \ _;_ I 1, �� I 1 I I I O h ACCESS DOOR L 1 [L- MIN.22'X30' 1 I���EP um- -rim Aw.02 . O MC • ..r4) ♦ / 5'-31/2' 6'-0' , W BAT�I 0 `n ib _ R I n +42 !tb A � - I I I— � W F D WALL 1._9. �, CO I I I I �ptc :l l ::— +42 1 DW I V Vr- "\■0 0 MC 1 o 3 VARIES , ---- . n --i--► kk ® o A W �+42' I I 1 i UP r DN _ A'TI� A ,� - � � • � I ♦ I * T1'� J ILO I �1 I J I O 1 TYP N CONCREFLOOR —� /!)(2 � � ♦- � MIN.22 X30 SHOWER SLOPE 1!S/FT. ATTIC ACCEss Quail —FA le.' cd> K ltc ;oN �, PANEL ABOVE d I p X42 I I r - L___ 1 �' � uu HOOD I �-- �i South ♦- ^. ! © VENT TO OUTSIDE ' 20 I I 1 I , I I I mein ♦ r_ GARAGE e I �s— PANTRY L11/5 1 II 0 tia u SHELVES REP _ o I Townhomes . I {{j1 -T I I `-' ♦ STAIR 42' i 13 OP'Il AL ; WI '-6' 3'-5' 3'-5' 2'-4' ON = UP L1 - ---4 - 11J1 � ♦ 4 -1 MASTER N Tigard, Oregon 3'-6' 3J-5' ' EDGE OF STAIR 1 I SHELVES B P OOM 1W-11-- ' for - MIDLANDING 3'-6' 3'-5' 2'-1' 4'-5' 6'-rt' 'n © / / / - ABOVE � Brownstone Ho - _ '.4 � � � Homes, L.L.C. I I I I I 1 a ENTRY a —1 w' W3 *- r- *- ENTRY BELOW +42' . KITCWEN NOOK -A�' CLOSET I I DRAWING ISSUES: DATE: W6 W1 W -- 3 W6 Fi1 1.DESIGN DEVELOPMENT 21911001 1 14 O O � TYP �, I r ♦ ♦ ' 1 1 __�, 4- --♦ ♦ Ii --C^ ♦— Z.DESK I DEVELOPMENT- ROUND 2 V1812001\\`' *iS G 3.BLDG PERMIT APPLICATION 911001 ,48@3 4'1' 3 4. `. 6'-11' T / 1 5. DN 13'-1' 4'-l' / 4'-1' 2'-5' -♦ 2,- 5, /- 6 3 - / 2'-0' / 4'-10' / 2'-0' / 21-2' 'i. 6'-11' 2'-0' 4'-10' 2'-0' 2'-2' / i 1 / J .i- 6'-11' 13'-I' 8 .4 9. 10. ♦ - D 1L 11-11 i REVISIONS: DATE: 61 1'-1' 4'-0' 12'-5' - ' / / qI' 'r - 1'-0' 1'-0' -_, -_, ,_ _._ f-- 1 1 1 1:1_ , A10.10 - A10.10 A10.10 51tt SIM. SIM. III PROJECT No c:: 2001026.00 0 cip DRAWING TITLE --1 UNIT PLANS Ca UNIT A'-S LEVELS1, 2 & 3 LEVEL1 LEVEL2 LEVEL3 y SCL--0..,,,, 0 UNIT TYP�NI�' �`,t'�' _S - �NI�' °fib' ,�-� A- S �-- SHEET No. e8 ..._...) 0 1... in A20 . 02 to GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". NOTES-UNIT PLANS L REFER TOSHEET A0020 FOR ASSEMBLY Its ORMAT1ON. 1. ALL DRYER EXHAUST AND EXHAUST FANS SMALL BE 2. RER TOSNEET A21�1 FOR DOOR AND WINDOW INSTALLED PER MANI, ACTURER'S WRITTEN SPECIFI- CATIONS. VENT TO OUTSIDE AT EXTERIOR WALL INIATION. ' TNROUGW ROOF AT TOP FLOOR VERIFY WIN 3. REFER TO INTERIOR ELEVATIONS,DW3 A50.10,FOR MECHANICAL. KITCHEN AND 13ATI4ROOP1 ELEVATIONS. S. PROVIDE ONE FIRE EXTINGUISHER WIN RATING 2A108C 4. ALL FIREPLACES ARE PREMANUFACTURED,CHAS FOR EACH UNIT,LOCATED AT ENTRY ADJACENT TO BURNING UNITS. INST AL L PER MANUFACTURER'S GARAGE DOOR PER MARSHALL'S S REQUIREMEN T8 RECOMMENDATION. 5. PROVIDE NON-COMBUSTIBLE FIREPLACE HEARTH PER 1 OF TS °' 3 0 MIN. MAt�ACTURER's REQUIR��'IIENTS: g POINT OF DISCHARiC� YEN ALL � FROM!BUILDING OPENINGS i# 6.FIREPLACES TO HAVE AN OUTSIDE AIR INLET PER CODE 4 MAI ACTURER'S REQUIREMENTS. 20'-0' , ), 20-0' — f r 20-0' 9'-6' 12'-0' y 8'-0' r I 5 0 3 4'-6' . P ,1,r - 0 v A ■ 6'-0' s 1 GGLO ' Architecture and Interior Design rii 5'-0' Limited Liability Company —� 5 ,• 6 ,• i � 1301 First Avenue, Suite 301 iil 01 DECK Seattle, Tashi!' 98101-2074 CONC.PATIO —Ts s c Phone: (206) 487-5828 SLOPE 1/41/VT. Fax (206) 487-0627 • +` , • ♦-- -♦ ♦ I 1 �- I 0 Urili <>OPTIONAL -1 1------ • —7±6, <8> EC_XLF. , V,D A 14 i _ A8003 SIM f U.12 I-- I `n ALAN GRAINGER'J.."- Aev.Ei6— 0 ATTIC i I I I W3 PFTREP �L BEDROOM r4sIEr # I I I FIR�Ei'l.AC'E ' I 1�/ DR 1 4 ` ■ all - - -� FU61A13V. WI - ��-R -�- 1( SEArnE, WA I I LIVING Roy - > '\_, CtA .........., DINING __ uni.. D MIN.22 1 Nc I I rTil W5 .r. ( TB� • W3 W3 0 I MG0 W3 1 I � 1 1 3'-5' 4'-°t' 1'-8' W� BA B at - I R�8 1 I � . 1 _ 6 CIA UP ItLrl W F D �� R'-9' I 101 ©© �i o ) N _�._ /v=:; _ 10 ♦ O Ii �` SIN. A8002 ._ .�. 1 r--i . I - I Me I �` In I � 1 3 VARIES I - - © J ri S _ ® _ W3 o - PANTRY W/5 e �`l -UP k AI I I - I --- -, i a Fruil—F. s +42 1 :'; C 1 a' ' CONCRETE FLOOR 1 I ¢42 0 I I 1 1 I 42'x60 Z - a, -.-".t0 � MIN.22X30 TUB W/ ELOPE 1/8 OFT. -��---' A; LAJ IC CCESS u>I SI-10WER ii ---N- I KITCHEN �� o Quail Hollow a W I - 0 +42 —lint N `� -' I l ' _ �� 20 ♦ 1 1 PI �HQ I I I RAI'+t OD 1 AB��n South To OUTSIDE J A VENT DE ® W5 1 I I i � 1 ir--A cA ; ; DW �� o Townhomes STAIR a, __ 11 wl ( ) I4 5'-6' 3'-5' 3'-5' 2'-4' - W♦ • 436 5 74 'r --I ♦ - if I' DN rJ UP _ DN - UP ♦ -°;- - � I MASTER -AJ' 1- 1 I EDGE OF STAIR I l I a LyEg I Tigard, Oregon BEDROOM 3'-b' 3 1 1 1 1 1 1 i � I 1 W3 MI iNIG _ - DLAND ♦ i 3-6 3 5 3-5 '1-1 2 � ® for s ABOVE .� � -'� [ +42' � ' Brownstone Homes, L.L.C. ENTRY 0 r- a 19 e r— r r _ ENTRY BELOW _ KITCHEN NOOK CLOSET R A8002 48002 AM I I i W6 W1 ITT6 ! , Wb DRAWING �S: DATE: 1 14 0! ® ® T1'P ® ® ® T L DESIGN DEVELOPMENT 1/9/2001 \` i U O O U - -� ♦ ` • 2.DESfG1V Dk"�IEL 'lEN1'- ROUND 2 7/1811001 18 ;' • I a \��; — ; ' A00.03 lint..i. I. Mk 3.BLDG PERMIT APPLICATION 9/2001 J 48001 ..., ;:t 1 1 1 48001 6-1 LIP 4. 6-11 � / / I A TYP. '_ ' 1 t '-5' 4'-5' 61-1'DN 131-1't 4 � 2'-5' 4-� 4 I 48001 ` c ct tt 6. .1 a 9. 6'-11' � 9'-0' 2'-0' 4'-IO' 2-0' 2'-2' V._ / r ! / / 'IL D % I'-l' I'-O' 4'-0' I'- 12'-5' 6'-11' 13'-I' !A4 REVISIONS: DATE: 4' r / / 04. / ♦ ♦ 4' 2 . 2 W , AIM Met A1O.10 1- 0- LL1 PROJECT No. CA 2001026.00 , 0 DRAWING TITLE —1 UNIT PLANS Oa UNIT B-N 0 LEVEL 1 0 LEVEL 2 0 LEVEL 3 0 LEVELS 1, 2 & 3 , 1 1 0 UNIT TYPE -N UNIT TFE -N UNIT TYFESCALE. v4._11- -N �— °,0": 0 SHEET o. 78 g ,,,,,, ca A20 . 03 1 .t.A: •n § to GGLO ARCHITECTURE Sc INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24'x36". NOTES-UNIT FLANS L REFER TOSHEET A0020 FOR ASSEMBLY IR 1 ORMATION. 1. ALL DRYER EXHAUST AND EXHAUST FANS SHALL BE 2. R TOBHEET A21.01 FOR DOOR AND WINDOW INSTALLED PER MAIACTURER'S WRITTEN SPECIFI- CATIONS. VENT TO OUTSIDE AT EXTERIOR WALL, INFORMATION. t1•l1ROt1G1-1ROOF At TOP FLOOR VERIFY WITH 3. RJR TO INTERIOR ELEVATIONS,DWG A50.I0,FOR MECHANICAL. KITG-TEEN AND 13ATHROOM ELEVATIONS. g. PRIDE ONE FIRE EXTINGUISHER WITH RATING 2A10BC C�45 TO t�ACTtiRED AT TRY ADJACENT oca EN ARE PII UNIT, TED FIREPLACES L L FOR EACH 4. AL , BURNING UNITS INSTALL PER MAA�F AC TiRE R'S GARAGE DDOR PE R Fi RE MA RBHAL MARSHALL'S REQUIREMEN TS. RECOh'MENDATION. 5. PROVIDE NON-COMBUSTIBLE FIREPLACE HEARTH PER S. POINT OF D ISCI4 A VENTS SHALL BE 3'-ID'MIN. F MANUFACTURERS REQUIREMENTS. FROM!WILDING OPENINGS. 1 6. FIREPLACES TO HAVE AN OUTSIDE AIR INLET PER CODE 4 MAMFACILIRERS REQUIREMENTS. . a 20-0' 20'-0' 10'-0' / Jr 9'-6' , 12'-0' ', sI-0' / I 't 1, 4'-6' 6'-0' ' S'-0' , 6'-0' Zo i jr- ij (' '\ S -3/ Architecture and Interior Design ,... \ Limited Liability Company A Wg 15 1301 First Avenue, Suite 301 ° AB0P3 Seattle, Washington 98101-2074 —Flit.SLOPE 1/4/FT. ' CONC CT- Phone: (208) 467-5828 Fax: (206) 467-0627 ♦ ♦ r �. .17 ♦ r 1 I I o f 4. ♦ r 1 _ 1 �00� I r 1 ® W6 1 { �.� .� 2 'OPTIONAL W6 •® c Arr el W2 -- �` ALAN GRa1�IGE1Z ietegl,:\ 5 A80.63 ' I W31- A V 11-U61 E4u) ATTIC —1�� OR�tIONAI� r DROOM - -1 el I (UNFINISHED) �- fly °'� • 1 II 1 6 ri---- W) _ ;. �3 �- --_ ( ' SEATTLE, WA I �R�AT RO� -- i � ' Y II =— 1.? f 11 J ' S ACCESS DOOR ^- 1 -.1% .4° OF 0*Ct5) MIN.221X.301 ( ,FU5-1 -,( --)( 8ATW tH2 - '_3 �' 6'-0' / B p al ____J ±Fui R45 tt� e W F p 4�A�.�.. 1'9' 1 �' im LIF-112 a, TB..__, . . __,,,,_........._r____-_,.....1....—.1.------ a /C)' 1 , litin ? ir�DW ;n - 110 MC J C) ® VARIES GARAGE, 0 +42 u — 0 m W3 al --� pH :IA ; T:TB 421X601 Ain" - gh __,® , ® A80S1 �l0 _ - X42 IVAN - TUB W/ - ' © ' �R a� I ' �ICRETE FLOOR � ♦ � � _ MIN.22'X30_'-- - — 'SLOPE 1�' T. o Aj , Hollow �, v/ 1 10 RANGE W/HOB 4. PANEL 142' © ' I , 1 I —Fill iv VENT TO OUTSIDE -- I 11 KITCHEN D 1 I f s. 1 --■ 20 South r U( — PANTRY Wt 5 1 I WI i■ _ � SHELVES I II o Townhomes R �-- I STAIR � to � I� _ WI h 1 , � I W1 � II r 1 I 442' t� it - 42' WI6 3'-5' 35 24 OF i`IONAL �n -- /— /- /- -,r / DN -- -bi DN UP • MASTER b Tigard, Oregon I _ SHELVES BEDROOM 0 ' 3-6 3-5 � � � � � ' � ' ( I for 3-5 2-N 4 5 6-1 / / / / cn . . ® 442 - I Brownstone Homes, L.L.C. 6ti � I °' I � W3 ;' ENTRY i- r- ENTRY BELOW KITCII4ErN NOOK CLOSET _ n I ' DRAWING ISSUES: DATE: IIl W6 1116 A �1 ' �' R4 9 OC , 6:: I KD I L , --I ♦ 1, 1 ,�, - ♦ I \- ♦ -.\ ♦ a • . c' r ••-' + - -'i heir ;s�► •/'�r A8��1 18 ' • 11ID 1 y J ® W{ID jr' .'- O. j _' /r�/ H 0 ' / 6..n. , 6 .,N s 13'-1' 4'-l' 3' 9 , 3'-9' , — • I— / / / /- 1' AVM •/ 6'-11' 2'-9' 1'-6" 2'-10' f ' ' ' ' ' ' ' ' / I 1. -. D - B REVISIONS: DATE: 1'-1' 4'-ID' 12'-5' oiii!ii. _ I / / / / ' I'-ID' 1'-0' -1, W t 2 2 1--- A'1fa.10 - Al�.1� K� A10.10 ." 0— SIM. SIM. BIM. Lii PROJECT No. 0 2001026.00 0 Q DRAWING TITLE __I UNIT PLANS in UNIT B—S LEVEL 1 LEVEL 2 0 BEVEL 3 0 LEVELS 1, 2 Sc 3 scALE: vir' ' ' , 1 , 0 UNIT TYPE E3-5 0 =1-ID UNIT TYPE 505 UNIT TYPE –S i— a SHEET No. Ili 1 0 F Ci) a a -° GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". NOTES-UNIT PLANS I., REFER TOSHEET A0020 FOR ASSEMBLY ItfOR1ATION. I. ALL DRYER EXI-IAU T AND FAUST FANS SHALL BE Z. R TOSHEET AZ1�01 FOR DOOR AND WINDOW INSTALLED PER MANUFACTURER'S WRITTEN SPECiFI- A }/� CATlONB. VENT TO OUTSIDE AT EXTERIOR WALL,INFORMATION. Al T FLOOR. VERIFY WITH TH� OP i� ROOF 3. REFER TO INTERIOR ELEVATIONS,DILIG A50.10,FOR MECHANICAL. KITCHEN AND BATHROOM ELEVATIONS. a PROVIDE ONE FIRE EXr'INGUISI ER 11 T4-I RATING 2A10E3C GAS ADJACENT D J TO FIREPLACES ARE RE UNIT LOCATED AT ENTRY AD ACEN 4. ALL FOR EACH / I,tRNINCs UNITS. INSTALL PER MA $JFACTUISR'S GARAGE DOOR PER FIRE MARSHALL'S QUIREMENTS. RECOMMENDATION. 5. pROYIDE NON-GOhIBt,ISTI#31.E FIREPLACE HEARTH PER S. POINT OF DISCHARGE OF VENTS SHALL I5E 3'-0'MR MAILIFACTURER'S REQUIREMENTS. FROM 8UILDING OPENINGS. 6. FIREPLACES TO DAVE AN OUTSIDE AIR INLET PER CODE 4 MANLFACTURER'6 REQUIREMENTS. 20'-0' 20'-0' / / 20-0' / ' I2'-0' 8'-0' 9 '-6' 6'-0' b `; 6'-0' • ® , -/ G GL0 ....... i Architecture and Interior Design Limited Liability Company I I DECK 7 Com �4Y 1301 First Avenue, Suite 301 in ABM ASOM Seattle, Washington 98101-2074 ' Phone: (206) 487-5828 CONC: Fax: (206) 467-0627 �--♦ a SLOPE 1/4'/FT. r • I ! �N- _ k C I I 1 •<&‘'® W6 C'-1;- W6 W6 • � t%D in *% ALAN GRAINGER ''�'' 44 SIM. °' � � � '�\ 42003 W3 _ FU72 ATTIC OPTIONAL, r AI3V. W6 (UNFINISI-IED) iv , FIREPLACE __ /24/ A2002 !BEDROOM® I \ 0 ® F f If � SEATTLE, WA DAN (c ;'0 GREAT Roots -�� , _ AI I, ' .*A, i5)'i -46L(:)I \ Wm c�.OSI=1 _� t' OV• 4> O , � 6 Q ACCESS POOR I I 1�_ h MIN.22'X30' I I SAFETY • 1i !Ilk a d c (Az; w5 I ] ill Listi \ A80.02 � - Zo 2_____,L \ -3 1/2t 6'-0 --17.1U1 AtI-I e el ' t TS i_ ii- iI ( � � � ©_ W_ ®i, 10 NA / 0C) ;t PoLuDER SAFETY I o i \/F- : r r 14 , AZINCs MC J I --14 O' C> GAUGE ® 442 __ _ 0 I _ S1 I =UP-�- -0, cR J !BATH A +n•P � \ ♦ � �!� - ate e � _ Sl I ,:VARIES .. 42 X60 o t�'' I DN �� �Q - � �2 � . � TUt3 W/ 0 ® CONCRETE a MIN.22'X30 ,- �Q Q - ATTIC ACCESS i w' R 0 _ C-> RANGE W/HOOD 1 _L ,a�oVE2�, o I ♦ :..7. ' VENT TO OUTSIDE _ \ )..... 1110""" --I mi IGI�'cl-I l l ANDA i S outh I I _ PANTRY W/5 `� Q W5 un SHELVES R Townhomes J /‘ I I Ili I I 7.1? ____21 I iq h i �I STAIR WI © M 11 ' r 1 _ +42 �13 OPTi:ONAL ♦ v I 0 / ___+-1 / 3'-5' / 3'-51' / dl 2I-41 / I II — IN -- 1 `s. •--T MASTER PH up > > , 1"I I!R is. .41 Tigard, Oregon 3'-1' 3'-5' l'"2 I OF STAIR _ BNELVES 3EDROOM F- A- 8 8 MIDLANDNNG jn 6 for / �� 3 � / 3-5 / 2 t 4-4 6-� � Q a I ENTRY i- i1W3 Brownstone Homes, L.L.C. dl ENTRY r r -'' 442' KITCHEN NOOK 0 LiL•OCJ�� r • BELOW i _ W6 , OASet:Typ. W6 I I .1.I DRAWING ISSUES: DATE: 14 t.DESIGN DEVELOPM�tT 11/3/2001 �' O I © d I -� v �, C f7-7 �i 1 �♦ • _ ® 2.DESIGN DEVELOPMENT-ROUND 2 1/0/1001 16 N. ` F F `• • , ® 3.�LDC�PERMIT APPLICATION 9/2001 N e A80�13 d'-'1' •�9 ,� �, - A200I 61-1' '�' 110I // DN 4 - I3'-0' 4' ' 4-1' 2-\ / -/ A�O�JI 21-5' I 6. 1'-0' 2'-0' 2'-0' 4'-10' 2'-0' 2'-2' / 1' / / / / / 't. ,8 9. Zo °1'-0' 2'-0' 2'-0' 4'-10' 2'-0' 2'-2' / / / / / / I 10 , D u. .— REVISIONS: DATE: `' i'-1' 4'-0' I2'-5' `- •1- / 1 •/ / / •' i'-0' 1'-0' III --, Ot \ n� 2 2 V PROJECT No. A1010 A10.10 A10.10 SM. SIi� Sits. 2001026.00 0 DRAWING TITLE i --I UNIT PLANS WI UNIT C-'S 0 LEVEL 1 (D LEVEL 2 3 0 LEVELS 1, 2 & 3 °- SCALE' 1/4'=1'-0' UNIT TYFEC-5 UNIT TYPE C-5 UNIT TYPE C-5 i-- ki- 0 SHEET No. m tu ea .. ,,,, co A20 . 05 el cD as GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". NOTES-UNIT PLANS 1. REFER TOSHEET A0020 FOR ASSEMBLY INFORMATION. 1. ALL DRYER EXHAUST AND EXHAUST FANS SHALL BE 2. I R TOSHELfi A21�1 FOR DOOR AND WINDOW INSTALLED PER MAt ACTURER'S WRITTEN SPECIFt- i�FORhtATION. GAT(ONS. VENT TO OUTBIDS AT EXTERIOR WALL, THROUGH ROOF AT TOP FLOOR VERIFY WITH 3. REFER TO INTERIOR ELEVATIONS,DWG A50.10,FOR MECHANICAL. KITCHEN AND BATHROOM ELEVATICNS. s. PROVIDE ONE FIRE EXTINGUISHER UnTH RATING 2A10BC 4. ALL FIREPLACES ARE PREMANUFACTURED,GAS FOR EACH UNIT,LOCATED AT ENTRY ADJACENT TO I5URNiNC UN tT S. INSTALL PER MA UFACTU RER S GARAGE DOOR PER FI RE MAR6HALL 5 QU( TS. � REaorMENDATtON. 5. PROVIDE NON-COMBUSTIBLE FIREPLACE HEARTH PER t htA1�1FACTUtR'S REQUIREMENTS. 9. POINT OF DISCHARGE CF VENTS SHALL BE 31-0'MN. FROM BlI LDNC OPEN INGS. 6. FIREPLACES TO HAVE AN OUTSIDE AIR INLET PER CORE 4 MANUFACTURERS REQUIREMENTS. 20'-0' 1 20'-0' 20'-0' i i i 12'-0' y e'-0' 2'-6' it, 1'-0' -, I 6'-0' '- I t 6'-0' AMA \ t (t r i -, 6-0 GGLO Architecture and Interior Design Limited Liability Company e PATIO 1W 1301 First Avenue, Suite 301 in Seattle, Washington 98101-2074 N Phone: (208) 487-5828 1 Fax: (208) 467-0627 +, _� _CONCRETE WALL • -'1 -f'�1 1 r \--� --N ♦ C I I _ _ t * ROOF ' I W6 • , W6 ' - c a% 4 'VA Mot A8001 I cal 5$M. i"" ATTIC MAN GRA1NGER e i- (UNE NISHED) ~�� ;.' Al. OPTIONAL IS ARV. W6 TYP. OOM n n B�DR FI AC --- i A80@1 RPL _ ► F 1 iI O t __ _ i5 c1' SEATTLE, WA , i DEN I GREAT ROOM -, I © -1t i A `^ , , © CLOSES' �`\` 1 CI�� —' ,? © r Q `__ ; -- 49002 6 I If OF Citiv J O ACCESS DOOR� 6 C � I I t .42. n W D -F IFI sa; r WALL •� J OUJDER _ DW � iri7 o = t r , TO ! � �.--J \— --s. (%/). 4 I. © 0 GARAGE - -d► • �A ETY O +41' ---1- t i `6 O „�+- 0 61 CsLAZit G A cc► ® ' 1 I _ DN 1 TB ;n 1-r. UP J BATH A t e I _ I t I O YARIEs I 42'X60' 0 3 %:, _ e' © +42 _ ( TUB LW ION CONCRETE FLOOR • ; R4NGEaw4aoP- K, MIN.221X30'—, ® `--- - SLOPE Wirt. Q MN. ACCESS WI 8F•IOUrER r( -D - -� (' L Quail Hollow p ( ® 1, I Pa._' ABOVE 442' 0 VENT TO aUTStDE ' ri I r 20 - ; KITCH N t uth W1 = 1 i1 PANTRY W/5 + Q ' FiLn _ I SHELVES = - 0 Townhomes 4 WI I Wi N 27 STAIR WI I 42' I- 442' 13 "� \ , 1� t WI OP76141. -1 3-5 3-5 2'-4' 61 - - DN Up al ,� ---4 - MASTER 7 Tigard, Oregon t t t --� SHLLvES BEDROOM I193 ' � 3'-1' , 3'.-5" , 3'-1' 3'-5' 2'-I' 4'-4' 6'-1' 7 6 I' for ENTRY I % ENTRY Fit- .t I Brownstone Homes, L.L.C.rz ® SELOI,U #DITCH IN NOOK CLOSET 711, FIT I ;? ii.161 �,,�" �, i 3 W6 I"� I DRAWING ISSUES: DATE: U16 ® A80�1 f..," c ® ' • • I 1.DESIGN DEVELOPMENT I/9/2001 ,. 1 C I 1 \ 'S \ _ N- -�. C ' 2.::N::L::: :t41D 2 A 03 I n 9/2001 .41 / f i '4 11-0t �` 6-1 t A8001 4. DN 1 13'-0' 4'-1' ID 4'_1' 2'-5' ,� 5. 1'-0' 2'-0' 2'-0' 4'-10' 2'-0 2'4' t 1'-0' 2'-0' 2'-0' 4'-10' 2'-0' 2'-2' 1' ' / • • I0. -,, D IL II ' ' ' _ _ REVISIONS: DATE: ® 1 1 4 0 � 5 4 r / 1' ' 1' 1'-0 1'-0• - % Ot f— IL - 3 0200120.00 Alik y0.10 A10.1® 41 .10 I L PROJECT No. 0 cl DRAWING TITLE _I UNIT PLANS Ea UNIT CSB 0 u 3 LEVELS 1, 2 & 3 LEVEL 1 LEVEL 2 L L O SCALE: 114'=1'-0' UNIT T C55 UNIT TYPE C5 TYFE SNIT C SC � Ls 0 SHEET No. LU e8 ........) .. • 0 6 e 1 s • to GGLO ARCHITECTURE Sc INTERIOR DESIGN, All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". NOTES-UNIT PLANS 1. REFER TOSHEET A0020 FOR ASSEMBLY I1 FORIATICN. 1. ALL DRYER EXHAUST AND EXHAUST FANS SHALL BE 1. R TD�T A21.01 FOR DOOR AND tUINDOIIJ INSTALLED PER MAMJFACTURER'S MITTEN SPECIFI- Ii ORMATIOhI CATIONS. VENT TO OUTSIDE AT EXTERIOR LU4LL, THROUGH ROOF AT TOP FLOOR. VERIFY WIN ATIONS A5010 MECHANICAL. TO IN F01? 3. R TERIOR ELEV DWG KITCHEN AND 13ATHROOI'1 ELEVATIONS. 8. PROVIDE ONE FIDE EXTINGUISHER UMW RATING 2.6,108C FIREPLACES ACTURED GAS 4. ALL F�:PLACE ARE ADJACENT TO UNIT,LOCATED AT ADJACEN FOR EACH L TED ENTRY BURNING UNITS. NST A LL PER MANRFAC T U RER 8 GARAGE DOOR PER FIRE MARSHALL'S REQUIREMENTS. RE CCt'IMENDATION. 5. PROVIDE NON-COMBUSTIBLE FIREPLACE HEARTH PER MANUFACTURER'S REQUIREMENTS 9. PONT OF DISCHARGE OF VENTS SHALL L 15E 31-0'MIN. FROM BUILDING OPENINGS. 6. FIREPLACES TO HAVE AN OUTSIDE AIR INLET PER CODE 4 MANUFACTURER'S RECIUIREMENTS. f. / 20'-0' / 20'-0' / / 20'-0' / 9'-6' / 8'-0' y 12'-0' / A�5, AB083 r- `` t /_'-01-D s N / ® i �l�f L V•,- 'CK Architecture and Interior Design t 6'-0' Limited Liability Company 5 0 / 1301 First Avenue, Suite 301 E 1. in '` Seattle, Washington 98101-2074 43 In — Phone: (206) 487-5828 Fax: (208) 487-0627 r—,- ♦ ♦ ♦ �'I► 1 ii --J *\ \ r ' 1 r • ® <� ROOF st%* `<i)fiL14 4)(;$'. �--� r ' - - I GD ABOI A80.03 i in 1:v *,•:)) °° W3 I U '1' •ATTIC I`"` ALAN GRAINGER ' - r- SIM. ." 9 r,— OPTIONAL (UHF NISHED)41° B!BEDROOM ii, FIREPLACE ♦ ♦ W6 ASV ` iii cc_.. .1_,.. .:),, „..),:i LR44 ,! __ �,�f- N - I "" AM �. tP SEATTLE, WA `r %-` LIVING ROOM \<t)\CONCRETE FL r M , /� J' C" SLOPE !Win. ��t OF O‘k r 2INING I ACCESS DOOR GARAC 'ldI `J •0 e I MIN.21'X30' O ASP1.�1 4 \ il 0 • (ii—) 0 I l° t^- i O � 4'-0' / 51-1' a�• _a 1 1 ATI�. cv in , 6 – i - W� X42 p O a � � I ♦ �. R ©© t'-S 1'-li' WALL D W _� I 1____ ` } Ti5 al I r-- \ --V \- -\ L nip Mk J• 3 Oj / 41-0' / 3 ° DW i CsLAZIPICs [ ic 71.1 1 tri-2 o.ti 0 en ki iii♦ '% I A �, UP =- A r I TB BAN A �_-- o ( E ) 4 t _ R S ^1., *42' WI — °o Q Q 42'X60' -- MC - © � alto = +42 •�!!� [ TUB W/ in MIN.22'X30' cr1 TPH SHOWER ATTIC ACCESS I- _ � O T ii A it; Oa , R.aNC�E W,HaoD �-VENT TO OUTSIDE ♦;ATwI///T;I //i® T,®: • I' I - RtS I REF �, 0 . _; Townhomes : - - ,- I FCC . \ V I 9 h t I STAIR 42' C 41-6' WI O o'T10NNAL WI 21-4' 3'-4' 3'-5' 3'--1' ' / / ♦ - I WI N � DN - uP 1--' '-� _ PH - UP i I"IAST�R W� -11----. ♦ . 1 ' ♦ is 8.5 - N EDGE OF STAIR SHELVES Tigard, Oregon / _ BEDROOM I 3-5 3-'t -F IS MIDLAi�ING / an _ for � � 6-� 4 4 2-1 3-5 3-� - - / / / / / / ABOVE a� D ENTRY a I I tK _ Brownstone Homes, L.L.C.Fuli a . '� *- KITCHEN NOOK a ENTRY BELOW ` �- CLOSET _ +42 _ Fe. �; 1,�6 3 , �' W6 W6 DRAWING ISSUES: DATE: !�, - ,480, 1 - 1 1n O TYP: ® ® 1.DESIGN DEVELOPM iT 1/94001 ♦ �. • ♦ ♦ 4fr- - ♦ ® ♦ \ 2.IDESIGN DL=VELOPMEkT- ROUND 2 1/18/1001 -' I • ® IT r 4,_,1, 0 r 3 3.BLDG PERM APPLICATION 9/2001 1 / / ♦ ABM •11-V AB0,01 4. DN / 2'-5' 1. 3 / 4'-1' / / 2'-5' / { 41-1' / 5. 21-2' 21-0' 41-10' 21-0' 21-0' 13'-0' 2'-2' 2'-0' 4'-10' 2'-0' 2'-0' 11-0' / / / 1 / 4' 4' 1. 1 'It a 9. 2'-2' 2'-0' 4'-10' 2'-0' 2'-0' 1'-0' / / ♦ 4' / it' / 10. - \ .D IL 12'-5' I'-0' 4'-0' I'-O' 1'-1' REVISIONS: DATE: / / / X ill% 4 4 ELI NW/ • A10 u1 I- 0- 1/-1 PROJECT No. CA 2001020.00 0 et DRAWING TITLE —I UNIT PLANS tn UNIT D-S 0 LEVEL 1 0 LEVEL 2 V , 0 LEVELS 1 2 & 3 I-- SCALE. 1/4'211-0' UNIT TYPE UNIT T ' ' 17) -5 UNIT TYFE -S I-- e 0 SHEET No. c e iii A20 . 07 h GGLO ARCHITECTURE Sc INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". I ' SC14ULE NOTS:'`' 1. WI MANUPAC SHALL MEET SEISMIC AND WIND CRITERIA THE ATTACI 1ENT OF THESE ELEi NT5, IN ADDITION TO 114E ATTACHMENT OF OTHER NON STRUCTURAL ITEMS, THE WINDOW TURER L E REMARKS SHALL MEET THE CALaILATED EAR;TNGIUAKE AND WIND LORDS. CALCULATIONS AND SUBMITTAL MAY BE REaRRED BY THE BUILDING DEPARTMENT OR 13UILD11+6 INSPECTOR - - 2. DIMENSiONS SHOWN ARE WINDOWS SIZES. CONTRACTOR TO DETERMINE ROUGH OPENING SIZES. a I 2 3. PROVIDE SAFETY GLAZING PER 1994 O°? SCC.SECTION 2406A AT ALL AREAS SUBJECT TO HUMAN IMPACT. SEE SINS A20:01 TWRJ A20:12 FOR LOCATIOi+l& 4 UNLESS NOTED OTI-IERWISE,TYPICAL WNDOW WWtEAD I-IEIGI-ITS ARE. 6'-8' AT LEVEL 1, 8'-0' AT LEiiEL 2, 614' AT LEVEL 3. c0 a - 8 5. VERIFY REQUIRED EGRESS WINDOW CLEARANCES WiN WINDOW MANt.PAC1I, ER 0 �' J a Q] o - 6'-0' 6'-0' 4'-0' t____t3'-0' 0 4) 3 c 11 / / / / / / o a 3 8 IL 1., L I _ a / 3'-0' 3I_0. / / 31_0' i 3'-01 / 111 to V Q -4-'� 1°IEAD HEAD TAe DOOR LOCATION SIZE FIRE MAT'LFINISH 1 L Q Q Q > c cE < t x C � L TYPE LABEL ® - - ; ih I A E N T R Y 31-0"x61-8," - H M PT X X X X X �' I 2 B BACK ENTRY 3'-O"xb'-8" - HM PT X X X - -'�-- .. a ♦ , "- 3 C BTNIN U-I 4 R-3 3'-O"xb'-8" 20 MIN. HM PT X X X X X a - _ 4 G INTERIOR l'-3"x6'-8" - HCW PT c4 ' ' 0 5 G INTERIOR 2'-O"X6'-8" - HON PT `'`l `" 711 6 G TYPICAL INTERIOR 2'-6"X61-8" - HGH PT X ♦ ♦SILL ♦ ♦ _ ♦ ♦SILL _ 1 G INTERIOR 21-4"X61-13" - HGH PT __ GLO 8 G INTERIOR 2-4°X 6" - HGY� PT FLR G q D CLOSET BI-T=OLD 61-0"X6'-,80 - HGH PT - Architecture and Interior Design 10 D CLOSET BI-FOLD 5'-O"Xb'-8" - HCJg PT . _ Limited Ltab>1.�t Company I I E SINGLE Bi-FOLD 21-6"X61-5" - NCH PT *SLIDING GLASS POOR 8NGLE t-UNC FIXED Sttr../lE - AC 1301 First Ave n ue, Suite 301 12 NOT USED 13 F DOUBLE FRENCH (2) 2'-6"X8'-O' - W6 PT X � X (SAFETY GLAZING) Seattle, Washington 98101-2074 Phone: (206) 467-5828 14 e 131-0")C11-0" - - 6ARACE DOOR HM PT 2'-6' �' 0' 3'-0' 3'-0' FaT. (206) 467-0627 / / 15 6 GARAGE DOOR 16'-0")C11-0" - HM PT KEY NOTES - 6'-0' 5'-0' HCH HOIIOW Core blood I. All exterior doors shall be provided with threshold and weatherstripping. HEAD 1 ,- , , , A SCW Solid Core Hood 2. All re uired fire doors shall bear a label from a reco nized a enc . ♦ 3 0 / 6 2-b / 4ND � HM Hollow Metal All glazing in one hour fire doors shall not exceed 100 square inches. - - - - `�°� ALAN GRAINGER f� 6.) e •W6 Wood/Glass Transmitted temperature end point to be 450 dF. for doors to stairs � Q � '°� P p � _ eel cn n al a1 _-w from interior. M f . I M�• PT Paint All fire doors shall be self-closing and self-latching. ® -� - 4n ST Stain 3. Provide smoke gaskettng for all fire doors. ® ;�. @ - ' `'`? 4. Hardware shown here responds to code requirements only, - e B, ih SEATTLE, WA p q. y a and does not represent the complete hardware package. on e 1 0'c'OF(fay others) ♦ ♦SILL \ ♦ co 5 DWvILIB/DR-SC.H.XLS PIN.FLR. 1 . / / n •8fI4cLE WWING •6ft1cLE WWING ,FIXED •FIXEP `>SL i DER SiLIDER LI III W PORT • Et. p- • UNiT ENTRY / / / \ PI < / • \ 7 / \ \ � I 31-0' l 3-0 / \ \ \ i \____ \ \ V / ______\____\__ . . z? N N N N N (6-PANEL) (FLUSH,EXT.) (FLUSH, NT) (131-FOLD) (B1-FOLD) (DOUBLE FRENCH) (GARAGE DOOR) ® 61 e e e e 0 r)ooR TYPES 1/4..1.-0. zg? al ;2 I in in in ;n in LiDi?ARMOORt3C/i4 Quail Hol _ , ....._ _,,, -N. --\ South •ôNE <>SINGLE OWfl 0 m e S H�+C 8lNGLE HING HUNG FIXED SINGLE HUNG FIXED (EGRESS) (EGRESS) (EGRESS) ROOF VENTNG CALCULATIONS Gcl___JINDOW TYPES 1/4'=i'-0' VENTING REQUIRED VENTING PROVIDED (8Q. N.)) LIEPARTAUNOCIH ATTIC VENTNG TOTAL Tigard, Oregon CALL. AREA REQUIRED TOTAL TOTAL VENTING for RATIO IN1T TYPE (SQ.FT.) (SQ.IN.) EAVES JACKS,* LOW GABLE VENT•**• JACKS** RIDGE... HIGH PROVIDED 1/150 A-N 120 691 115 IS 754 - - -154 869 Brownstone Homes, L.L.C. 11300 A-5 134 352 122 - 122 247 - - 241 369 1/300 B-N 720 346 115 - IS 241 - - 241 362 1/300 B-S 734 352 144 144 501 - - 501 651 DRAWING ISSUES: DATE: 1/150 0-5 734 105 124 - 124 1001- - 1001 1125 1.17ESIGN DEVELOPMENT 1/9/2001 1/150 G-SB '134 105 124 - 124 IOOI - - 1001 1125 2.DESIGN DEVELOPMENT- ROUND 2 1118/2001' 1/150 12-5 134 105 124 - 124 1001 - - 1001 1125 3.BLDG PERMIT APPLICATION 9/2001 4. 5. *3.06 5Q. IN. PER L.F. **4q 5Q. IN. EACH ***!6 5Q. IN:� RL %.NET AREA b. EZEIIMEI. "I. I. PROVIDE DRAFT STOP IN LIRE WITH EACH PARTY WALL BELOW WERTlNG AREA REQUIRED = AREA(SG.FT) X 144(50. INISQ.FT)/300 = AREA(50. IN) 8 UBG SECTION 7083,SEE DETAILS 8, 15 SHEET A80.02. (SEE NOTE BELOW) 2. SEE STRUCTURAL DRAWINGS FOR FRAMING AND TRUSS PROFILSONTWNC AREA REQUIRED = AREA(SO.FT) X 144(50. INJSO.FT)I 150 = AREA(50. IN) 9. 3. AT OVERFRAMED AREAS,PROVIDE OPENING IN ROOF SHEATHING (SEE NOTE BELOW) EQUAL TO OR GREATER THAN OPENINGS PROVIDED AT SOFFITS (NET FREE AREA FACTOR = 15%) 10. AND SABLE VENTS. JAGK51** 44 5G. IN.NET FREE AREA PER JACK I1. RID6E,*** 16 SQ. IN.PER LINEAL FOOT REVISIONS: DATE: SABLE:*e** NET FREE AREA FACTOR = 15% =fa THE NET FREE VENTILATING AREA SHOULD NOT BE LESS THAN I/300 OF -- THE AREA OF THE VENTILATED SPACE, IF 50%OR MORE OF VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE, MINIMUM 3'-O"ABOVE F_AVE/CORNICE VENTING,WITH THE BALANCE } PROVIDED IN THE LOW PORTION. IL 1.0 PROJECT No. c 2001026.00 0 0 DRAWING TITLE DOOR AND WINDOW CO SCHEDULES 0 ROOF VENT CALC I-- , SCALE: - U SHEET No. 1 e °5 .........1 g .14 Ea A2 1 • 0 1 of to 2 3 04 1., GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". UNIT CSB UNIT A-8 f UNIT A-S UNIT CSB 24' 0 BLDG 6 24' • BLDG 6 -/,,,, 24' • BLDG 6 24' • BLDG 6 4, 20 PROVIDE D• =-• T FROM ' GUTTER AT /NIP I , A80AI Iiihvy ROOF TO GUTfiE AT OVE1�BEL ,TYP 'DS I t I ! I ` 1 .. „ ' r - 1. r _ ,:). I D8 .•8 ___:4_r____7 t- -E-----1-1 1 1 it Tr.__ 1 vigil r;IT4 fii 1 .. r •• 8:11 8:11 1 8:12 X12 SLOPE SLOPE , ___: r - 1 I r---7 C _• ---� r--- _: E_-- SLOPE SLOPE , I � 1 - _ ___ 1 ___ ___ i I 1 -1 • BLDG 6 r-----1 7-:- 1„ ,, ,,-, 1 n I n 5:0 UNIT i \ J I L '1 UNIT I L i UNIT 1 i ' I UNIT la- ,I I, I I 11 1 c5�../ A-S A-S CSC_ t_ -I - I lr I r II 1 1 1 11 i I, I I I I GLU 1- --- I I I I J I , J I J I r _ 'j 8 5 r 15.1b 9 r 1 L .r--- -, (OFF. WAND) I IOPP. HAND) ' COQ'. NASD) Architecture IN:. ii >,,,02 1 ; AOOA2 ; ;, Limi d Liability Company Design 'I I' • BLDG 6 ,I I 1_13 ,� �� �Ii[Ii[ I L---- � �' ' - -� 20 1 1-, I 1301 Furst AvenueSuite 301 1 r 1[Ii[1 ,r 1r r---i 1[Ii[1 r--1 r---1 I 1 I I rA ' ° ° Seattle, Washington 98101 2074 � 1 1 � I I 1L_JL_� I 1 I I I I 1 1 ; 1 1 i; 1 1 ,L_-J 1 I L_-J 1 1 L-_J I L--J rl , I I 1 �I Elv © Fax: (206) 487-0627 11 Illa I; I I I I I �r--�I Lri!j I i t ��LL I r- 1 L�L 7 �t”--- C JD � _JJ C J"7 c1� _-I� C � L. I 1 , , , 1 MI I,-. /\ t _ 1 II j 0 II !� II ---- ---- II /' II!I ! \ II ---- ---- I ,, !I II ! \ II 11 / \ 11 1 11 IL- ' �� IL�i _ll i �/ ♦ ' 11 / II ' II / ♦ II. 1 LI V V I V 1 ' ��_5:*E c5:00 I I a2 5. . 4. I t °n1-44 SLPE I I I 1 n n II n I 1 i SEATTLE, VGA ,.... Ilk 1 1 u ii i1 ii I I I L J ,1 I1 11 II 'SS) I-- L__ i. --�I'--- 8. 1/ -- J1-1 ---J I`--- --JI-a r----1 I'--- --JL ®__1 I - L 5 _. ��, DS g S DS D8 OF 04%. SI 6 1 ARPE SLOB 6L `$1 S1- D D II 1 ' Ali 12 MOM .� iii 7 �'`''`% • MOO G,7; ,EGG,, Ip1 Iqr acm`—__1EEE .111,11'' # \ 0 FLAN: 'OOH FLAM: LEVEL 2 ,//•\'Y s ,/ UILIMS 1, 2 4 6 iBUILL7INCAS 1, 2 4 6 U %%� 841-®' ' ' ' . '- 1,_01 Quail y South Townhomes 24' • BLDG 6 24' • BLDG 6 ,. 24' • BLDG 6 .,. 24' • BLDG 6 � ,, 1 I I r 1 I r 1 ' r 1 I r 1 Ds I '� 05-1-71 D5I �s 1 Tigard, Oregon t DS for II DS I I 1 Brownstone Homed, L.L.C. 0 0 ra I Ti OM •.. DRAWING ISSUES: DATE: / all Ark \ ``L� // :71. 1 1 Imo'' IL--'1 ' I I ' • IX' 6 1.DESIGN DEVELOPMENT 1/3/2001 .t---: \ � e /-� o t 0 • t o ® / 1.DESIGN DEYELOP'P RT- ROI,IND 2 'T/18/1@@I . ���JJJ V \./ --- -- E n - � I 1 _. I�' � 3.BLDG PERMIT APPLICATION 9/2001..., . , Mk -----#----" 4.V- i ®I ® ❑ i ®� 0ri] - M 1 I I !! D2 • LDG 6 I !I 1 I I ► 0 0 0 0 --- CS S -- 5 e • I . 11 ® V — pL �, (OPP. NAND) (OFF'. NAND) ,. -S - (OFF. WAND) li .. UNIT UNIT - _ UNIT _ UNIT _ r r r r r °1 I- LI CSIE3 I 4-5 I A-S 1 C5;../ L 1� 1 (OFF. NAND) OFF. NAND) I (OPP. NAND) I I IL _____ illik T:co2 „ill REVISIONS: , BLDG 6 , — -°-1®i �---— I----\— -- 1--1 —i— �-� SONS: DATE: DS` 1 D8 I D8 I V D8 D$f"--- DS Dg DS DS I I I — — 1 _. - ' - I - - - - - W - f 0- - - - -- 1_1-1 PROJECT No. NOTES- LG. PLla 2001026.00 I. BECAUSE MANY DETAILS ARE REPEETlTIVE,DETAIL 0 CALLOUTS AND NOTES SMALL BE 07145I1DERED TYPICAL DRAWING TITLE FOR ALL SIMILAR CONDITIONS AT O'TNER UNIT& CONTRACTOR SHALL PROVIDE LL SIMILAR . 1 BLD GS 1 2 Se 6 DE FOR LA , CONDITIONS AS IF DETAILED N FULL. CO LEVELS 1, 2, 3 & 0 2. SEE 5I-1EETS A2 @.@1-A2 @.12 FOR UNIT PLANS. ROOF PLAN AN: i—EVEL 3 I=LAN: L u �. 1 0 3. SEE SHEETS A10.10 FOR BUILDING.3ECTION3 1.-- •_ .- SCALES. VS 1 @ 4. SEE SWEET 42101 TIN C CU ATION. U I L INGS 1, 2 4 �O u I INCS 1, 2 �o r-�ROOF VENTING AL L f— a 0 SHEET No. 11 A30 . OIA 1 .® e to 3 GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". UNIT CSS k UNIT A-S UNIT A-S I�IIT C� x I +(OPP. NAND) (OPP WAND) (OPP. NAND)' I I 1 I 1 LOUVERED 1 _ = VENT 1 L� I I =- , , t a pLATE 1 Y i 1 _ # • '■ l'f T::: J - LEVEL Is?. i s?. • 1 L 1 an 1 1 I I 1 cn :11: —1_ MO i IIII Il - e ■ ti I MI NEI IrG G I,0 LEVEL 2 1 = I , M = Architecture Y Company Interior Design I-- Limited Liabi it Com an y I I s 1301 First Avenue, Suite 301 as. p= D.S. Seattle, Washington 98101-2074 FT. I I , Phone: (206) 467-5828 cn Fax: (206) 487-0627 a) I tD AP LEVEL I i 4s1D C / I I 1 i I 44 \r- /(1 0 , �ALAN GRAINGER '� EAELEVATION SEATTLE, WA ,6.-..1...'.,-..''%''-. .r. t (S) O IT CM �, UNIT CSB k k UN ' 4 ! 4 (OPP. NAND) N Noy ''''; EEO Mai -"lour lIlliI.IIII-II.I.II.II.I..I PANEL SIDING,COVER JOINTS 11 ___ _,, *'' WITN 1X213ATTENS ♦ \-) /111 s ,- ......_,.....................it.... , --.1_-#.1 , ..........__ ..........„-,....._, ! III ■ 1 2X6 TRIM W/FLASNII�IG • V)1 . . i •••••••••••••••••••••••■•••• ••■• ■•■1 ll ' 1 LEVEL 3 I LEVEL INMINENNI111111111111111114 6)- 1 1... "_____L I rip -azwirarmar 1111111111111P•••••••••411J in I Ill ; = I I E 'i ; • ., 110 — F 2• 1 • 42' NT GUARDRAIL • 1 _ILL = Quail H II NI NI I 4 NT GUARDRAIL `+ 1 , 1 TOPOGRETCsWALL 11 I TOP 1 _ 1 I 1-- rir-- -------9 .._____:._...., __.........__.1 .......... g lit - - I II o u LEVL 2 LEVEL 2 - --- Townhomes,. 1 I 1 = 1-1 ■ - -� ,: 1111111titi111111 r1 i ' ' 'rr - LEV EL I 1 1) _1 1 I t .ii Ii LEVEL I , , D ID' �. D1" Tigard, Oregon 1 rI5. for Brownstone Homes, L.L.C. ' SIDE DRAWING SIIES: DATE: `2.DESIGN-DEVELOPMENT- ROUND 2 1IW2OO1' 4. 5. 6. UNIT CS8 UNIT A-S UNIT A-6 UNIT CS5 (OPP. WAND) 1' (OPP. WAND) 1 (OPP. NAND) I I. I I C.,�C a. 1 1 I COMPOSITION 614NNCLE 'S. • =Pr;NT 1 i T.O.PLATE L .� - I (` It (—! 1X4 WINDOW TRIM III mu, al I _ _ I ,' _ ■ I , '' REVISIONS: DATE: _ - F-- k 1--- , I— 1X4/1X3 1 t in _ I t ( 1 CORNER TRIM 1�. a LEVEL 3 , 1 l I _ , I PANEL SIDING (�/ 2 I -1---- t-- ■ #�- �, 1 _ N !PI I LI i _- I CANTILEVERED SAY ii: — 1 — 0 1 LAP SIDING e 1-TI 1 I �_ �-U PROJECT No.1 LI i _.■. . . PORCH LKxNt Q El _ ii� /►' ` l- %� 2001026.00 LEVEL 2 = 1 - -1— - - +- ApDRESB NIt3ERS CI Ci_ • . :I t - -- 1!ii S ELECTED BY OILER # - l , ��, _ _ _1 - _1 TY .EAC:N UNIT_ __ , - _ 1 _ _ _ DRAWING_ IIiijJ - , _4 BLDGS 1 & 2 1 — = - DOOR TRIM PKG. LA, EVEL 1 — fa ELEVATIONS-E- 1 - — si mos _ _ __ — ji __ ji viii • 0 1 P.S. PIS. l's- 1- SCALE: I/w=v-mg t:5 SHEET No. el � al FRONT ELEVATION �' in. . Pe e 15UILEDING5 1 4 2 -n . cp ss as GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". ,. c UNIT CSS 1 UNIT A-S UNIT A-$ UNIT CM ' (OPP.I4AND) (OPP.HAND) (OPP.NAND) `� I LOUVERED .i,VENT i T.O.PLATE l 1 l T _-- 1 1 at I I I I I - ---i- 13 I I i 1 I I- I 6 Co LEVEL 3 I i ' c _ -1- :n _ �— _ GGLO I I _i_I -± _ 1 Architecture and Interior Design :`,41 1 i' Limited Liability Company y 1301 First Avenue, Suite 301 I C Seattle, Washington 98101-2074 D , LEVEL 2 { — ^� 0 Phone: (200 487-5828 D . I Fax: (208} 487-0827 , � I L D.S. it NI 44.ti) ARe6 *lam 1 4.-4, ALAN GRAINGER �,�,:ri:0 r LEVEL 1 . y . EA ELEVATION 5 6! UNIT C$S UNIT C$8 ' �Q Q. ' (1111111' (OPP.HAND) t r ill„milli I lb CID [MECO 1 III� I # %\ ` PANEL SID INCA,COVER JOINTS 7 +♦ •,) WIN 1X28ATTEN5 ' ++ ' I FL AT"--v_ ♦ r —H1 .I 1 •LEVEL 3 I I I T12ML 3� a / \ j. / \ I ' - II .__ I i " ' f - Et1–T Quailllollow ____ El I ,I = — t 42' 141 GAUI4DRAIL • 42' NT c AURDRAIL ® I TOP OR REM WALL TOP 0�REM WALL I L_, __„_. -�- South I LEVEL 2 I •= LEVEL 2 -° --1 ' _ 1 : 0- own 01 1 e S i. 11lll _ Oil 1411 1 t i' r. j _ III - i ' ,iI LEVEL I ---- -1 - -F J Li Z--t r LEVEL 1 0-- _-- Tigard, Oregon D.6. D.ei for Brownstone Homes, L.L.C. 1 0 SIDE E SIDE E DRAWING ISSUES: DATE: 2.DESIGN DEVELOPMENT- ROUND 2 '1/18/2001 3.BLDG PEWIT?APPLICATION 9/2001 U41T C$B UNIT A-S UNIT A-8 UNIT C$8 4. (OPP.NAND) (OPP.NAND) (OPP.HAND) 5. r 6. r V a �� � CLAN C COMPOSITION°' I14GLE S. ,fir O.PLATE e.. �� ROCC NC, TYP: A.: i0--T .— E — - /I i® - I L LOUVERED VENT H. c4 _ - — 1 -- IX4 WINDOW TRIM --- t:::= _ ■� ill LEVEL 3 I _ I _ REVISIONS: DATE: - �$ - - -I , 1X4/1X3 -I-- I • CORNER TRIM T I 1— _ ,1— 1 3 1 _ 1 PANEL SIDING (Y. ® - "_ 'N 2X6 TRIM AT 1 I '�` CANTILEVERED BAY 2 i il 0_ 4 LEVEL , i— I , I II LAP SONG _ .U..1 PROJECT No LiL_ , 1 _4II . r ;" UM8ER8 2001020.00 i — 1— -, . i AD SELECTED BY OD ER 0 — — 1 in I i EACH UNIT DRAWING TITLE — TYPE 1 i LEVEL I — = - —= - 1 -■ - - I .I r's• — 1 DOOR TRIM PKG. ELEVATIONS D.S. ✓ O 1 1-- SCALE: i/8'=1'-0' a 0 SHEET No. MI r a FRONT ELEV4TION d 0P UIL INCS 6 • co Ma GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". 24' I,I i i , DS IDS DS DS DS DS DS DS NOTEs-E3LDG. PLAITS DS t._.. Q— r --1 r - �= -j + L� 10 I I I. BECAUSE MANY DETAILS ARE REPETITIVE,DETAIL s CALLOUTS AND NOTES SMALL CONSIDERED TYPICAL ® FOR ALL SIMILAR CONDITIONS AT OTHER UNITS. 1� _� 1 i CONTRACTOR SHALL PROVIDE FOR ALL SIMILAR 1 1 ( I � i I�^.! 1/',1 '� i/-'� P ,'� i/-,1 �Ai/I I I �iS f�7 i�D�TAEL�D fs Tl�tl.L.1 1 _ 1/ 1 I / I I ! I I l t [?1 I / I I / 1 I 1L/ 1 l,iNi 1 1 �J 1 I Vf i 1 I UNIT i UNIT I I UNIT I �_I UNIT i l��I UNIT I UNIT(i� A-S 4-S °--� _N _C, a _Cad _-1 C-5 2. SEE St ETS A20.01-A20.12 FOR UNIT PLANS I I I 1 I i GGLO (OPP. HAND) (OPP. HAND) (OPP. HAND) (OFF. HAND) (OPP. HAND) (OP?. HAND) (OPF''. WAND) 3. SEE SI-IEETS A10.10 FOR BUILDING SECTIONS Architecture and Interior Design 4. SEE SHEET A21.0I FOR ROOF VENTING CALCULATION. Limited liability Company 1301 First Avenue, Suite 301 1� r,� 1• I— I. 1 I- I� I� ��.o ° ' .7771 ° ° ❑L ° ° �� - °i� Seattle, lfas i I L Washington 98101-2074 _. 1 - 1 -Tr- - r, P v � � r Phane x208 467 5828 I { 1 1 1 1 1 q?o 4 olp 0l3 1 04 o4 o� Fay (206) 467-0627 1 cki' 'r C ''' r K -• Er, K "./- 1 4 5 1 r i i ©� 1 / I 1 1 1 I 1 1 i I , i„1,4,i,D A R(le, . I i i ° �-1 1 �_` d I fi -fit.-- '- t h —° --- � � ! h I it ° { h '�I ER 0 11 j II 11 A II ----_- ----- 11 ; II _--_-- _--- II ; II _ _ -----4------ it j iI II j II II ; II co ALAN GRAINGER crs it , , it 11 , , it Il , . II - 11 , , 11 il , , 11 Ii , . II it „ II ®V II -/ N� it , II �/ �� H , II �/ �� II 1 II - N� II , I II �J N. II , II �/ \� II I �L�/ N�-- ii ILA 11 tL� U 1 ILA �! o !L� 1! tL� --Al !L- �JI !� 1 I I I I I ! dt 1 , ‘1,1, SEMILE, WA A Ds• --. ,_� pg "��' �[I OF DS Ds v S s� r r r D DS ->��� I i 1 I I I I .........___ :------ 0 1 EMI OEM 0 # \ 0 FLAN: LEVEL 2 ./■ ' VY UILING 3 ()) ,,,Q2??..y, /K7' _ , 164'-0' 2'-0' 20'-0' 20'-0' 20'-0' 20'-0' 20'-0' 20'-0' 20'-0' 20'-0' 2'-0' Quail Hollow, , South I 24' / 24' .. 24' 24' 24' 7 24' 7, .. 24' Townhoines _____, . __,. . r -: r -: r -: LT b L---1 F F Fr 1`1.! a I 1 1 1,4- I DS I DS ' DS I ADS DS DS \\N„......_...6.-.......... DS DS �. 1. :- --- ,� ---- -' lirgard, Oregon'NI I I I I I `3 Brownstone Homes, L.L.C. t MO DRAWING ISSUES: DATE: I.DESIGN DEVELOPMENT 1!912001 I rn. id id 171 -1' 2.DESIGN DEVELOPMENT- ROUND 2 1/18/2001 _ I _ 1 _ I I I ' 3.13LDG PERMIT APPLiCATION Sx1001 •1 UNiT UNIT UNiT UNIT UNIT UNiT 4.I. ;a C55 0, ____, 1 I , I 1 ' , 5-N I i 5 'I 1 5-5 I I j'p ' 5. -- - I I (OPP. SAND) - I COPP. -AND) - - I I (OFF'. HAND) T I I I (OPP. RAND) - - I I (OPP. HAND) - - I I (OPP. HAND) - I (OFF'. i-1AND) - b. , '1 r 1 r 1 r r r r r r 7 1. L. 10. I i 1 i I 1 1 J DS�� �� I� I7 1� �� i� 1- � 4 1 I i � DATE:1 i I I I I I 1 _ _ .- - - - - I- IL__ -_ it U-1 PROJECT No. - - - - - CA 2001026.00 0 ..... Q DRAWING TITLE —1 BLDG 3 1 In LEVEL1PLAN 0 PLAN: LEVEL 1 o LEVEL 2 PLAN 1---UILIN 1--- SCALE: V8'iND' 1 U SHEET No. ili 8 8 ........1 .. . cQ A30 . 03A 1 Bo A4a GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". UNIT CSB UNiT A-S UNIT A-S UNIT A-6 UNIT E�-N UNIT B-°S UNIT B-$ UNIT C-S - / 1 .,. 24' j. 24' 24' • 24' 24' 24' . 24' PROVIDE DO M—` -• T FROM . I I i i I I GUTTER AT GABLE'/H1P 20 I ROOF TO GUT1ER tT T;*A OVERHANG BEL ,rm. NOTES-E31-Da PLANS 1 t---- T 1 Z____ 1 Z---- Z____ L Z____ T� 0 7____ I Z--�- I Z---- { " a I. BECAUSE MANY DETAILS ARE REPETITIVE,DETAIL s •• CALLOUTS AND NOTES SHALL BE CONSIDERED TYPICAL. _ _ � � ___ ___ i AT trIITS. 4 SIMILAR IT ONS OTHER �- 8: >� •>� ,�. ---� ____ FOR ALL LAR COND �--- ---� �--- _ Ir:::: ---� � \ l2 SLE : ': OPE ---� --- --- -- � --� ---I q I n I rl II J L -�L_ -�L_ �- L_ �- L_ I- J L_ J L_ L J L 2. SEE SHEETS A20.01-A2011 FOR UNIT PLANS. \ �r --, -i I -0 r -0 r- -0 .- -�� r --0 r --TI, / \ I i , I I I I I, I / i i I I \ I i it it 11 { I i I- 1 I; I J I. I J I iii I ! 1 1 I J I I J ! J / GGLO r �I IL i r �` r r lu' r 5 r -1 �` r 3. SEE SHEETS A�0.10 FOR BUILDING SECTIONS. 1 I I 1 I I 1 1 I I 1 I I 1 1 Architecture and Interior Design i Ji II I IL i I I II I I 1 � . .1 I I 1 1 I I I 11 1 I I 1 {I 1 1 I imieLiablhty Company I I I 4. SEE SHEET A21.0FOR ROOF VEHTNCALCULATION.n- I: __-- s �' �' 1_ i ti L5 I --- 1301 First Avenue Suite 301 ,� --1r-1r 1 IT-7-72 _�r_ I�____ ,�--1r---11-1 __ u' I� ,�-_ �r_-n �___= r-,r-1' r r-lr- r--- �- Ir- y� ��*�n��,�,e�,II II r 1 I I VL_JL_JI •,IL_JL_s 1_-l II -_1 ,• IL_JL_�, I L_JL_J, I IL_JL_ 1-- ••�L_JL_s I--E IL_JL_J, I--I j Seethe, Washington 98101-2074 I 1 r J L I 1 co L -, 1 I I I i I i I 0 L -, 1 1 I , I 1 N L -, I I 1 t� ,a p I I I : 1 1 I I I 1 I I 1 1 I I 1 I i 1 I I 1 I I Phone: (206) 487-5828 L--J I I! I L--J I i I L--J I 1 L--J I 1 L--J I 1 L--J I 1 L-_J I 1 L--J r I 1 I I I I i i I Fax (208) 487-0827 I i1 I ti I T I t I t1 I , I 1 I i , I I J __ I -- I L__ I L__ i L- I L__ 1 L__ I M I-r--�I --�� t i --1, i I r--,-1 1 I r---1; 1 i t--'i I 1 r---i-1 I i t---11 1 ! a/ L__J J J L--J J i--__J I---J L-_J L____ _Ii`- -- - ==-5 c 5 In ==-5 c 5, �----5 c 5 5, r---5 c 5 91 r----`J c 5 c---5 c ---� 5� n A/\ 9 AeoDi /.\.11 I t V ARC' 1 1 1 ; w 1 1 1 1 1 1 1 ALAN GRAINGER `� i .-t r r 1 r -I ,--Vis584: 1-----i----1 !L -�--r ----?-^-- r-r------i---I �^�'� :r • 1 I { I I I I ' I 5 I6 ' :r •rl I ! :r i I I i I - .r r I I AA • ! I 1 I i I I I �' stern WA n n n n n r r n II it 11 II II I i ii II II II i II L__ -_J II 11 II 11 II 1 L J 1 L J - L -I L_ J L__ .e 3.:r --J 1 -- __J L J 1' _- __JL J i L__ %•r :: __J L J 1 L L --_,I ' ---J ---J I L--- . ---J -J 1 L-- :.r :. -_JL -� :•r _ � ' ---- • . -- -- +:' . ----T--- -- ----T--- -- r . ----r--- r-� f -----r--------- L 1 L _ OPE SLOPE' J L --- ---- � f.0PE &amp _. fzLOPE SLOPS .i. ,kLOPE SLoPp `. ALOPE SLOPE ---- ,.,, •IZi.bPE SLoi • i i I i 1 1 I Allik !iai 1,447 NTay 1111:11:033 1111111``� %.-...,, c ...__Th 1 70, S • o 0 rir PLAN: ROOF E3U 1 LID' NG 3 , . . e e,- N %, , ,,,, / ,v)Quail Hol South 24' r 24' 24' 24' 24' 24' 24' own o in e s; , r I I I 1 1 I I DSO r -� DS DS DS -1.- $ 1 ,�_ DS Dgai ` DS r Tigard, Oregon 1 for 0 0 0 Brotone Homes, L.L.C. , tl !II / H / N / !1 / II • i:!P'. 11. " II �� tL.' ��i ��i I I I \ I I I DRAWING ISSUES: DATE: I c • • c . ® t l ® 1 0 L DEGN DEVELOPM 1T '1/'3/2001 \ J I I I ( ® I I I I 1 I ( ) 1 t )0 0 `J riff_- . , , _____ _ , - _- , , -_ - ___E I I{ 14 11L I 1 , I\ - 0 -� ® E� -� ® -; ® DEh �` ® DrLi w , ®� -�I eI I 1 1 1 1 1 �. 1 I i I t 1 I I I t I I I I I I - - L---J I L__J 1 L__J - I L--J - Tom^ I L__J - I L__J - , I L__J - , I L__J - - 0 0 0.7 ' ("--- 1 . 1 . - 1 I 1 1 UNiT UNIT [_& UNIT -- _ UNIT UNIT - UNIT UNIT UNIT 8______-,_ 1 .C5 .,,j I I COPP. NAND) I (OPP. NAND) I (OF'F'. WAND) I (OPP. NAND) (OP P. NOD) I OPP. NAND) COF'P. NAND) 10. 1L DS I , 1 I I I � °r I DS Ill DS , D. DS DS REVISIONS: DATE: I.1 > I I I I I I I a_ , LLI PROJECT No. c 2001026.00 0 , CI DRAWING TITLE —1 BLDG 3 al LEVEL 3 PLAN 0 PLAN: LEVEL 3 0 ROOF PLAN i--- SCALE• VS =i 0' CB 3 UILIN 1--- 4 tii. kJ SHEET No. cri MI 8 i 5. •• Ca P A30 . 03B 1 Ho tf) . . as GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". _ \ UNIT C-S UNIT 5-8 UNIT B-S UNIT B-N UNIT A-S UNIT A-S UNIT A-8 k 1141T C8 k l t ) .HAND oPP.HAND) (OPR'.NAND) (OPR'.NAND) (OFF'.HAND) (OF�f'.HAND) OPf?HAND OPP I + HvtNI Louv• 1 ..... = r ■ ♦ r is r , .. . :- , 7.N..,,,. ,.- __ ........" --. .... . . . _ .... e T.O.PLATE ■ • ■ ■ ■ ,I ■ ___. ...... ... . .... a m - I mom mom Immo mom • ccti ,LEVEL 3 • II G o -E 1111 4 u , Architecture and Interior Design f F �-- !: C■■ _-- � D�. I Limited Liability Company --9 III 111111111 _ . 1 1301 First Avenue, Suite 301 44;1 — --I- ■': ■ -. -- I Seattle, Washington 98101-2074 t NMI ® = i 1,1111'i X111,1,1:1 A ���_��WI. t Phone. (206) 487-5828 • I�;I mom Faz. (206) 467-0827 • •!�1:��• I I LEVEL 2 �;;!-. ---I L L.=� — ————42'-41' R4IL------ ♦ =.,� •`• TOP OF RET'G WALL ARt,14, CO I- 7 L I.'� �� ALAN GRAINGER aP CIII 1011 n t..,... .-.4- D , � n • ♦ ♦ LEVEL 1 ®'. �� 1 (P� SEATTLE, WA 1, C' 0 SEAR ELEVATION op Ovs, - Eanum 1117;',1`% UNIT C-S ` UNIT as ___,,� `. (OPP.NAND) 1 �, �` Viall ,V +S ,� 1 I /�� ,I PANEL SIDING,COVER JOINTS ■,�� � 111111..., II '''' � � WITH 1X2 BATTENS 0// ■ - —•'J'1U I . . I II I `r 2X6 TRIM W/FLASHING i I I 111 1 1 _cbLEVEL 3 1 LEVEL 3 Quail 0..-- 4,41 ` �_ 42' 14T GUARDRAIL • .�/i� I mil�ll� TOP OF REM WALL ttsnI II — PE 11111111110.111111E sm.. l Sou ti South .......1 , _.___I I ll �i I I I Townhomes LEVEL 2 IIM t I , LEVEL 2,: 111111111111 III ti, 'NE i i I I� E 1�1,11� 111I II III�r� .__. I _ - 111111 Tigard, Oregon l I I I 1 LEVEL I t LEVEL 1 for 1�11�11�1 0- Brownstone Homes, L.L.C. DRAWING ISSUES: DATE: I DESIGN DEVELOPMENT V 001 0_8. I SIDE ELEVATION 2.DESIGN DEVELOPMENT- ROUND 2 1I1812001' 3.BLDG PERMIT APPLICATION 9/2001 4. k UNIT CSB x UNIT A-S UNIT A-S UNIT A-S MIT B�-N UNIT B-8 f UNIT B-8 ), UNIT C-S 5. (OPP.WAND) (OPP.WAND) ( ) loR'P.HAND) (OPP.HAND) (OPP.WAND) oPP oPP AND oPP.NAND IOPP.N��ND) 6, f 1. I a. ® , T.O.PLATE I S. i' 10. - ® II. -r 11 l 0 w f-- _ 1-1-1 i A• LEVEL 3 _ III �� C � ^� -t— tE:R RBVISIONS. DATEr. t __._ - —. I �TION SHINGLE' = I _ - : _ ® '�� ROOFING,TYP. iii — mil 1 OZ. +- _ _ - I /1 1� � - LOUVERED VENT 7 • --.---+— it -i— 1 L 1 I— _• LEVEL 2 I I _ U ' `� _ +- Ix4 i 1X3 PROJECT No. +- 1—c, i _ i liii t--, CORNER TRIM 1 , -I- CI_ _ ,_ _ I +- o a I —; I - \ / 1 1 _ rah. PANEL SIDING (ft EMI 0 2001026.00 1-- I = f-- Imeramor _- — _ _ III __ = 1—,�- I ,� I � 2X6 TRIM AT AY • _ — — I I p C MT LEVERED B DRAI9ING TITLE • LEVEL 1 II1E1II1IJ Ii -°— T� t _ .�I III ;I� ♦ - _ C _ E : 1 ! f-__- - -� _ I LAP g DINCs-- I ELEVATIONS _ � - - LI a— _ ._— 11� _ - PORCN LK�-iT III /11 o a iimi DRESS NUMBER'S D 0 b -t--- = . 1 — — = l-- _ - - - - SELEC TED BY O NER ill 1, as . �"" . 1 _ — — _ • _ _ TYP.EACH UNIT SCALE: i/8'=1'-®' D.S. I -_ e = , —_ =— i - - 1 D.S. i— — _ _ — I _ t = I! ' LlI_ = —_ TIM PK SHEET No. —0 .4., g 0 FRONT ELEVATION ..s. CO UIL1NC 3 co s gt4 CU GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". C UNIT C-S UNIT S-S UNIT B-S UNIT C-S (OPP.NAND) 24' 24' [.. i PROVIDE DODUNSPIoUT FROM a,I 20 d I GUTTER AT ABLE /HIP A80AI Vii, 1 �y ROOF TO GUTTER AT OVERHANG BELOW,TYP• I DS r---- L----1 r ----r �' t---- ,- , T L---- ,- , r �; �--- 1 - Pb L--A _I DS • • I A i , I to 6 I i I ___J C_-_� �` s l� I --� C--- I`-,� -==7 C==--� L--- --- I , 1�� I IM AM [77-1 SLOPE SLOPE -, � E�:1� r---� �- SLOPE SLOPE `, UNIT 10] 1 UNIT 1 J ! UNIT ' i UNIT v-,, n JL_, ! J I =LA / 5-5 C-5 I [i1 I J� ,J� _ }� GGLO L I L ,� `U L L ' III __ J / I 1 I (OA17 ) r ,' r �', r ,1 PP p Architecture and Interior Design ,1 i I1 i I1 II �,'� �� -----�I �� ,1 �� ---,, J, lI, 1 Limited Liability Company II Ih I1 1 II II I Ir-1r--1r •r----1 �r---Ir 1 �,----1f---fir-•- z---1 r 1r--1r--'-' " �.o r° _.,: r ��of f—" °1 0 0 1301 First Avenue, Suite 301 WWI I --, 11 ,1 --, „ I I r--, 1 1 1 I 1 I 11 r--, Seattle, Tfas n 98101-2074 r 1 'r_JL_JJ 1 1 ,�_JL_JJ I I ,z_JL_J� �L_JL_� —� 2064n675828 1 I ! I I I I I I i L----J 1 1 1 Phone:1 - I 1 �- I I Fax: (206 467-0627 —1 i l� I� 4---- F- ! I I I I �x xK ! 4 a 1 rr---�1 1 rr---1 I rF--Jj 1 r---!-1 I � i� >v I 4-I I 1 ____----- ______ H $.1.,D ARe •� �i„ I �1W Ii I .• I rj L�, i ' i I I I I �( SSs;s c!� I I d , d �— I o 1 fi �r�' 1---I- I L__ L__ t_I- -4-_J - II �\ 11 II /\ I /\ r--r-- -- -I r-- r-- 1--I- I I 1 I i II • II II i 1 11 1 I ° I i II A I! ALAN GRAINGL:R :115:1 I r(� ' 11 � . 11 II � � n II � � a II � � II I b:12 5421 s IL-� ---J, ' Im ILA' ��11 1_, II �_u ILA U s Comm_ , r eripPESLOPE ., ��1 \ ' 0 I I I � I I I I L__ _-.J iL I I J �, SEATTLE, WA , 11 L r r -- ,,�► -- _J Ylfhl it.)." — DS r'..-7------e DS. r Lf gL I� , I ' OPE &T t r-- 1�1 01 fg 81 /.p�, .� - , a __JI____:, 4/=' ''s -c t�.Vl-G �71.V[-LiG •A,- it Oh II gk II �`�"'] .�`` I 1.1r.�..d.J A80.02 Ti cO A80.01 T%,a L -Th %%%' ri � 1....,__ __7 `i #, 41 f=1- RELAN: LEVEL 2 /'1,\?'",,„,,,,, 1 0 E3UILD (NG 4 IBUILD !NG 4 r-, " lt'' ■ 2,_�, Quail 21-0' 1_ 1 ' ' 201-0' -0 zO ® ��_m �0 I South Townhome n J2 N\ 24 I I a -a D a Pb S 1 DS ,. DS _ 0 Ds ♦ PS DS r: Tigard, Oregon p D P . i - 1 I _ . � . for II; 1 ' . 0 I I Brownstone Homes, L.L.C. ,,' - (-_-_- -----t- 0 I „ AIL \ 11 , / Ark \ It • DRAWING ISSUES: DATE: I ! I i.DESIGN DE i i�1 O 1 11=f�T �/ nom ® ® ® l 2.DESIGN DEVE T- 2 -r�sn0O l J 1 , I I I LEI-11�1� iwWiW, I d �n� [I0I 0 J [i0l o ;- D1 0 . i 0 DE.,I I _� l � ' [ I 5. L _J {./fN 11 1 �I V! 11 1 �� {/f 1 1 1 M�I_J I �• - _J - --- 0 1 0 ----• 0 r V(& & g�COPP. HAND)• Z III 1 • 1 ! 1 a 4 1 , Ti T,,o2 8 Il I UNIT UNIT UNIT UNIT �' r r r r In_Li. 1 � C-5 s I - 5-5 ' 1 1 - 5-5 I �_5 ___v_-__ I L AI 1 1 (OPP. 14AND) 11. ilE i I T;0 D2 A60.02 _ DS REVISIONS: DATE: DS c —Nt_ _I DS S DS ;' DS ; ►8 DS %' I I I I 1 1 ILI CV. 0— - - ILL PROJECT No. ci.NOTS- LG. PLANS 0 2001026.00 1. BECAUSE MANY DETAILS ARE REPETITIVE DETAIL CALLOUTS AND NOTES SHALL BE CONSIDERED TYPICAL DRAWING TITLE G FOR ALL SIMILAR CNDITINS AT OTHER UNITS. 4 BLD 4 CONTRACTOR SNAIL PROVIDE FOR ALL SIIMILAR Ca LEVEL 1 CONDITIONS AS IF DETAILED IN FULL. CD 2, 3 & PL AN: L EVEL 3 2. SEE SHEETS A20.01-A20.12 FOR UNIT PLANS. , 0 ROOF PLANS 3. SEE SHEETS A10.10 FOR BUILDING SECTIO 1S. 1---- SC ALE . v8=1 , I E3U 4 UILING 4 1— 4. SEE 84EET A2101 FOR ROOF VENTNG CALCULATION. 0 SHEET No. ELI a , ill g .. A 3 0 . 0 4 A N N...,9 to as , GGLO ARCHITECTURE Sc INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". i C A, MIT IT C-S k UNIT S-S k UNIT 5-5 tI41 c-S .H ) , f _ TAN LOUVERED , T.O.PLATE i VENT i 1 I , 1 1 I LEVEL 3 i 1 I I 1 I in I M I i :13; I - I i 1 — --.--4-- I I t 1,1111111 : - I' 1 1 111 1{1111111111, I GGLO 1. 1 _____- L---, 1 LEVEL 2 I ,__ — I = ,. Architecture and Interior Design �__ Limited Liability Company I prni__ —jh——i 1 1 1301 First Avenue, Suite 301 ;A r _ I1 M I I I _ Seattle, Washington 98101-2074 1 II 1 1 [g I i • I I I I Phone. 206 487 5828 6, I ��JIL=� �_ _4 — -F y Fax: (206) 467-0827 LEVEL 1 I - - _ D.S. D A I . ri 4<I:4 bt 44?CA/-4' ALAN GRAINGER .5 vet .a , ei...3 n p r f , 0 0 EA REAR ELEVATION th SEATTLE, WA ik- I", '41OF OV-tc*" ; 111:11:1111 EMU , L_- viii �"i`t�r-r-� %% UNIT C-S _ UNIT C-5 i AO # \ (OPP.HAND) �--__ --7,11,,w ,I 16 1 / \>14° ,/ I 1 PANEL ING, JOINTS loomom--- _.......iiiiiiiiiiiiiiiii.......... 1111111111W0.....-moor- �. e,- ,zzz?/, iii ii, .1 .1 (\) I I G 2X6 TRIM W/FLASHING I I . I t -- LEVEL 3 I 'I LEVEL 3 u a l 0110 1 1 ► 1 1 1 South I . ii . . _. I 1 u , :.i Th i _ ; - Townhomes I LEVEL 2 f 1 LEVEL 2,___, � 1 1 IN 111 1 = 1 1 III -� Ihlllll�1 Tigard, Oregon LEVEL1 --- ( ! �� --- LEVEL lev '----- ' Brownstone Homes, L.L.C. a DRAWING ISSUES: DATE: L DE SIGN DEVEL6�'EN T 1!9/2001 0 i SIDE E L V4 I'I ON 0 SIDE ELEVATION 2.DESIGN DEVELOPMENT- ROUND 2 -1/I6R001 3.X31-PG PERMIT APPLICATION 9/2001 4. 5. b. 1. UNIT C-8 UNIT 5-8 k UNIT S-S UNIT C-S 19 / (OPP.WAND) a 1 , CLASS C 9. I COMPOSITION SHNNGLE 1 Ell 1 I il I 77 .'N.NN =-=---_- .---- ROOFING,TYP. I ! LOUVERED VENT D �'I h T• .O.PLATE I L --- 1X4 WINDOW TRRI 1-11 REVISIONS: DATE: MIME ' ? ----I- -- —1-- — 1X4/DX3 ni �__, ml, I —I- — COFNER TRIM LLI, lk ao I- - I , - I , _ PANEL SIDING —1- I LEVEL 3 I _� -I _ 2X6 TRIM AT ,n 1 � I IL �, i _. 1 I ,I CANTILEVD SAY;. U - —+ = • ----I i I_�_l PROJECT No. et - I I _ LAP S iMCs �.. I I / L P D m= 1--I 1 — I �' C).it__E ti i 2001026.00 I — i 1�1 PORCH LIGHT a o ' a a ' , IKIPIIIIIIWo a d ADDRESS Nt,R°'iDE1a5 0 • tEL 2 SELECTED DY OtR . II E]a ' 1 DRAWING TITLE . TYP EACH UNIT i – – II _ --I-, �YPON —.� BLDG 4=81T - _ _ _ _ IM . ELEVATIONS 9 01 i i _ _ _ —� — 1 � — — DOOR TRIM.. . .�. �. 0—I- i IN r.......III • LEVEL I I, I_,_ = —I- DI. fl . SCALE: V8.=1.-0. � D ,1,— 0 SHEET No. a 0 FRONT ELEVATION ......._,) Hi ,,., 5UILDING 4 CO -n A30 . 04B 00-9 to P., 2 _ GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". 24' J 24' 24' 4 24' 24' Nv DS DS DS DS- DS PS •. _1 L- - ® weir o ' DS I I I 1 NOTES- LC . PLANS %NiA2 , � , N , - 1. BECAUSE MANY DETAILS ARE REPETITIVE,DETAIL I _i II 4--1 11 I i i r- 1 CALLOW'$AND NOTES SHALL BE CONSIDERED TYPICAL, r‘i I ....ii I .1I I ‘....11 I . ,i I ♦-fl [( )1 I�' i I UN IT 1 1 I I I i 1 I�' I 1 UN I�` 1=oR ALL SIMILAR Ca4PITIC IS AT OTHER tiNITS L r--: '.N. . cONTR4CTOR SHALL PROVIDE FOR ALL SIMILAR COPP. I-IAND) ,C-5 .� s 5 5-5 5 �� 5 C 5 CONDITIONS AS IF DETAILED IN FULL. I 2. SEE SHEETS A20.01-A2012 FOR LNIT PLANS GGLO r-, -1— ' r' r.' �, ��I r�, r-,-t a 3. SEE SHEETS A O.IP�FOR ILD(N�s SECTIONS. ht an I 1 1 ° 1 ATG 'tecture d Interior Design - IL I ., i I = = = , - ; I = d: SEE SHEET A21.01 FOR ROOD VENTING CALCULATION. . . I _ IL 1301 Ent Avenue, Suite 301 C(© Ce© �© e)a 04 Seattle, Washington 98101-2074 f` Phone: r206 467-5828 --<---- I i--_ t -Th/ i © i4, - % Fay 206 467 0027 1 -- —1?---t IEI.iI!::!___ I ' h d 1 r(" -1 I II II ll__- " --_] II ____ [_,/J\\\ ]/ . II, - \� 11 - ,4�. IL" L L ILA �JJ = ;$ .- �� ALAN GRAINGER � 1 I I I I DS — ��, r I�- 1 ♦ j-:I I PS 44R60 1.4 DS V DS v DS DS DS / tr' SEATTLE, WA A i 1 I I I 11*b ��i)CA O,'^, O L_ , fillnijj 0 ‘ C 7 1 0 FLAN: LEVEL 2 /�`s ''1:os ,• ♦ / N, .(2z,z.y, ~3U1LIN 124'-0' Quail Hollow , , 2'-0' 20-0' 20'-0' 20'-0' 20'-0' 20-0' 20-0' 2'-0' < < e ) S, South : 24' , 24' 24' , 24' ; 24' Townhomes .. .. I a a -a - _a -a a 4 PS PS DS DS PS ; ar igd, Oregon,..___,_ \ osoi .1 j _,--Q----- - or 1 1 I I 1 Brownstone Homes, L.L.C. 1 i t.s DRAWING ISSUES: DATE: I I I I I I.DESIGN DEVELOPMENT 11St2001 I 1 I I I ,1I 2.DESIGIT DEVELOPMENT- ROIi4P 2 1/18/2001 1I I 3.BLDG PERMIT APPLICATION 911001 -___-,' >�---- UNIT i -----, .► UNIT I ____ UNIT I ___--, UNIT I ____ �I UNIT I UNIT h_--- 5.I 1_ _ C-5 -- 5-N i 5-5 C-5 1 1 , 1 ' (O'P• NAND) ' 1. 4 S 1 I I 1 r r r -1 ' r-- -� m r r S. i I — I 1 I 10 I i 1 1 D IL \ PS 1---1:--- ---i.--71—rt-—41 IA REVISIONS: DATE:PS `. D$ , , DS , I DS DS 1 Pb �" I I �` L J L a �'L -.� L J `,- —� 1 I I I . IL - - - - - - - I_u PROJECT No. CA 2001026.00 0 r Q DRAWING TITLE —1 BLDG 5 Ca LEVEL 1 PLAN 0 'LAN: LEVEL 1 O 5 UILDING 5 LEVEL 2 PLAN SCALE: Zia'=1'-0' a SHEET No. 01 8 c .11.==.114) g g.40 col A30 . 05A R.: ili .n 1 N N cp wa GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". UNIT C-S UNIT 8-5 UNIT 5-5 UNIT 8-N UNIT 5-5 UNIT C-S (oPP.WAND) PROVIDE POUN PCUT PROM I I I I GUTTER AT GABLE /14I1 I 20 # , ROOF TO GUTTER AT MOM OVERHANG BELOW,TYP. + + ., ' I ' fi _ 1 - __ - _ _ ____ i i �._..! --- I ' c. $ .. 1 ' I $ .. I NOTES- L FLANS 1 ��� SLOPE SLOPE ___J :___--, $_ •i - • g ___: :___-, 6 •ii 5 ''' ___3 E---; SLOPE SLOPE ___� c___-, a r , ___-J c___; rE---J c::: SLOPE SLOPE 1. BECAUSE MANY DETAILS ARE REPETITIVE,DETAIL _a CALLOUTS AND NOTES SHALL BE CONSIDERED TYPICAL 1 I FOR ALL SIMILAR CONDITIONS Al OTHER UNITS. i + I n 1 r, ■ n I n 1 n n I j L _, j L J j L- J J L J r L J L 1 _ COW RACTOR SHALL PROVIDE FOR ALL SIMILAR IP { I r I r I I{ 1{ {I CONDITIONS AS IF DETAILED IN FULL.. { i � ii ` --- �i; I r �+� Liu r �� +r _- 'r �r' �' I --- ---- J 2. SEE SHEETS A201.01-A20.12 FOR UNIT PLUS. i. II 1 1+ 1i I+ II 11 I I it I I: I 1: 1 11 i 1: 11 1 GGLO ,� �] �_ -----�1 �� _ '1j -_ __----'1I �j 2:- 'i, �_ ,I L� 4 3. SEE 5HEET6 A10.1m FOR BUILDING SECTIONS. -,r-I r r--�r 11-- r- -i r--1 1 r- -I r -I r--I r- _ Architecture and Interior Design r--1 II 11 r--, II 11 r--, 11 11 r--, II 11 r--, 11 11 1 II r---, I I �_JL_JJ •• I I n__JL_J1 •°• 1 L_JL_JI •• I I r,..._JL_JI ••• 1 I rl_JL_JI •• ••L_JL_, I 1 • • I F 1 I r 1 1 4. SEE SHEET A21.01 FOR ROOF VENTING CALCULATIN. �.I i ! i I I i 1 1 i 1 1 i 1 i 11 i i ,- L--J I I L--J 1 1 L--J 1 1 L--J I L--J 1 1 11 L--J I 11 First Avenue, Suite 301 I I 1 I{ I i 11 I Seattle, Washington 98101-2074 ' 1 ___J 1___ �' 1 Phone: 2081 487-5828 1 f�== i i = I rr==Jj i i ==Jl 1 1 rr--7 I r--3, 11 I L---� - L- L L- e �---J L--JS —1'3 _ Fax: 208 467-0627 IP /NI �,, i���/ \ 1 { , ' en , { * 1 * 1 1 ' I 1 I 1 I I I I 1 L -I- __�--J L I- i— 1--— j:__ —I— J +--- I— :4———r —J-- --- ---r -, iitt tL -- -- ' i ---'-- — I 1 i:�e lb ' 1 i 1 �� ALAN GRAINGER I I I I I n 1 1 I ]L__ I I I L J L J 1 L J 1 11 L J 1 11 L J J IMP \SLOPE SLOP 1 LOPE SL•- 1 . LOPE Si.* - 1 er- 1,LOPE SL' j 1LOPE SLOPS, 1_ __---____ 1 I '' V -- J ,c1.._ �' ----=3 ' ,�sA SEATTLE, W A ' I I 1 I 1 1 4 /Ink li), tC") NMI Ark II Ti•D2 OF Q Itilw P60.01 I =CM alann h,%, , c 1 t'70' / 1 / 1 C) LAN: ROOF ; 51,111-DING v� ♦,` ' ' %,' Quail South Q Townhornes 24' • 24' �� 24' � 24' \ 24' I I I I I D L PS :i Ds Ds 4,- Tigard, Oregon Dec 11 i, , 1� ,, _ - . Dg for 1i I Brownstone Homes, L.L.C. 0 0 o Q Q + 1 IT . � I I I i„_ ___........4,....41__„ ,�; •�, ” IL DRAWING IS rUES: DATE: ' ' I.DESIGN DEAL-ORIENT UJl2001 I "� jtOi ° t ° ro I ® ® 2.DESIGN DEVELORIENT- ROUND 2 1ne/t001I 1(�, 1 I Q I /_Ill Ib ' Jt: 0 1 � r- - l ii - \_� 1-ri- — \ J t / � . lb 3.BLDG PE1�I"1iT APPLICATION 9/2??Ol ' �J 1 , ` \1 �J 1 IT\v/ 4. I \i- r- VI i ! I I t 1 0 :] ' �)1 L— L— I ------ L--J .- L——J 1 L r& I r& _ _ i Q o 0 I r . re:3, 6. • I ° I ° fel ....J.i z UNIT UNIT UNIT l UNIT UNIT UNIT 9.--, Li. C-5 -5 ' -5 ' : -N 5-5 I C-5 I 10. K-___ I I I !4 I I (OF'. WAND) D I1. ASOD2 REVISIONS: DATE: DS a I r i 1 r_ I DS i I De De .8 ! 'DS DS , > i 1 i i i (Y. O.- al PROJECT No. CA 2001026.00 0 DRAWING TITLE _L BLDG 5 I. LEVEL 3 PLAN O ROOF PLAN T 0 fr-- PLAN: LEVEL 3 1 SCALE: 1/8'=1CV UILIN 0 a SHEET No. a G .. A30 . 05B h GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24'x36". �, UNIT C-S MIT B-S UNIT B-N ` UNIT B-S UNIT B-S , UNIT C-S (OPP.HAND) I 1 J I .., :. or T.O.PLATE I _4 ,,N `o , LOUVERED ,LEVEL 3 : j fli _ VAT i 1 el A , LEVEL 2 � i JIE _ � �—I I iuu f1 fff . — y' 1111111 1 -- J GGLO ■cn 11 II o 1 I = Architecture and Interior Design — I Ir r I , �_�; I1I111 II III • = - Limited Liability Company I Li.... ._z____.10_m4 -LEVEL 1 I Di �' I —-il 1301 First Avenue Suite 301 ili_LIN II EL_ I , n I M Iti 1 I Seattle, Washington 98101-2074 na _r_ii J .�.�J 11 Ill III f F�one2Q6 064}87 80827 28 •,.=■■•• rn I 7�. n • r--1 II 11 N --AL— -: =_ :_I immommilmi 1 P1 - •, • b�. •._,... cil) AP ........... I 4S4G *•?1:1 ff<000)., ALAN GRAINGER 0 EAELEVATION tPl. SEATTLE, WA. fZi . 194 'CS) 1 e ociol__ UNIT C-S UNIT C-a (OPP:HAND) L.-..__ C. -- 4 7 PAN%6DANcrER JOINTS 1` / < 0/ ' ■ - ()) .' 2,z_y G 1 jz...._ 2 X6 TRIM W/FLASHING I !,1 i ;11" 1 I 1 LEVEL 3 I I LEVEL 3 I - _ - 1 = Quail. zz: i---- , Hollow M1 I ou 1 1 1 �LEYEL 2 --:- _ I LEVEL 2 o wn o L _ 1 E I m ., 1= _ li._ ,l If f I _ F f flfl 1' 00111 11, • • 11,1, L I IN]I 11 1 I l I r 1 I I LEVEL 1 &- Tigard, Oregon____1, P.S. D . p.e. D for Brownstone Homes, L.L.C. DRAWING ISSUES: DATE: I.DESIGN DEVELOPMENT 1/9!2001 0 SIDE ELEVATION 2.DESIGN DEVELOPMENT- ROMP 2 venom 3.MPG PERMIT APPLICATION WW1 4. 5. UNIT C-8 DIRT B-S 1141T B-S UNIT B-N Lt4fT B-5 UNIT C-S (OPP.1-1AND) 6' CLASS C , I ,,,,,,,040%,...,\ I COMPOSITION SI-I N E ROOFING,TYP 8. 9. 1 1 [1] 1 /N,.....r. . LOUVERED VENT I 10. - .D 1X4 WINDOW TRIM A Gj \� t !i'!t 11.1TRIM r I ..` DATEi _. . . f i 4.— DING > . T.O.PLATE —t _ - r — 1 -�- 2X�o TRIM At I- I I I _ p i CANTILEVERED BAY ff. _ I 1 —t 1 _ 1 LAP SIDING f-- 1 I 0- __ '`___ I�I PORcI.I LIGHT ,r LEVEL 3 I ' I�� I ADDRESS RISERS U_I PROJECT No. . —t- -- _ I I /I ; — — ,n I ---1-- �.� ,� SELECTED BY OIUNER �� I •= , — - El 0 - .�-_ - - _ TY�.EACH 11411 2001 X26.00 41 DRAWING TITLE� _ D ITLE ON li I _r _. a Ill DOOR TRIM PKG. _ _ r ii _' Eti _ . r BLDG 5 LEVEL z 1 o o - —+ - _ _— - I 11 Ii - : ELEVATIONS 14 1 1 I i rzt- �j - - - - ■ II O"9 O 111 IlI - - ; lIE I . - D. , I — = a SCALE: vai.v-01 MINIM / morme LEVEL 1 MI_t i • --i- D 0 SHEET No. —i Pb. In rTh PONT ELEVATION ^' grt; •n A30 . 05C ei - U1LIN co ss 134 a - _ , GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". C UNIT C513 UNIT A-S UNIT A-S UNIT CSB i f (OPP.HAND) ' 14 24'� 24' � 24' 24' < 24' �: 24 I I PROVIDE DOti1ISPOUT FROM I I I I CUTTER AT GABLE /HIP aillk 20 ROOF TO GUTTER AT OVERHANG BELOW,TIP. ' ;, 1PS ---- - --- tom— r-Q--�� r--_�--- - L--- I. --_=-- -- --- I - -7-- -- --- --- - ---� _ DS _. -i g� PS I 1 I � 1 I rl 1 .. I I I I 10 I 11 �• III 1 III 1 Val (/'1 I to I tO I I I ® 5:12 5:12 ,. - _ - J L_ „ 8:12 5:11 ® r-- r _ SLOPE SLOPE 1I SLOPE SLOPE -1 1 I I 1 I I •.. :r I ,.. :r III UNIT I __ ' UNIT I J I UNIT I `J I I-_ I i L i L i L J L --I L CSE3 ti... A-5 A-5 C55 jI�I� ji_i I I I I /� y�i y G G'L O I----- - .i 1- I - I II L� - ---- ` t0 f41�t�/r- -, -� , I -I Architecture and Interior Design I II H I i I I I I Limited Liability Company I 1 ( I! I I I I,,� L ' + ?_- 1Wi _ 1301 First Avenue, Supt�e 3 Seattle,�' r-, G r �' ----- r -, I �� i I i I i U' I Washington 081010 2074 r-� II !I r II II r--� II II 1! r-� 1 I -J I 1 I (i-J L_Jj ! I 1 r----J ' _ -'� ' 1 1 208 467-5828 1 1 1r--- 1 1 In I I F -11 1 1 _ -1 L_J I L_J I L-J I , L_-I 1 1 1 ( Pone ! II II I; I Fax (206) 467-0627 jL ___ j[____ I I I © © xK� I11E: I �11 k I rr=- I rc_ ' I' r,=_-J,I rL-=_11 i 1 Ti _ I ' 11 I I !I s+ f�'/� h ' .. ' .. ' .. 15 16 .. ' r1 It I 1 I I I �I C I I I I ,02 1 ► 1 , 1 t� AiAN GRAtNGER L J J IIL ""NJ r- i II /� II I Iu/�i \�\ii I I I I ;111 0 ' \ . "I'" n n n n '. !I II II II SEATTLE WA II II II II 1 I I r L JL- _ !IL -- JL- - ''L-- JL- -J'I-- -JL ? DS P_• SL SL -� SL •- SL - • \ DS ��\ // DS DS �� OF 6 11 I I I A80D2 I Mk AI 1 all EEO 0:111 111:011:1 4t. , c vay f:sp Valf 0 'LAN: ROOF /`c) 'LAN: 2 , 'BUILDINGS 1 4 0 (-UILINS � � off N% (/ / K 84'-®' Quail Hollow 2'-0' 20-0' 20'-0' 20-0' 20'-0' 1 21-0' r / 1 l -I South 24' , 24' 24' .�� 24' 24' 24' Townhomes I 1 1 1 f I r 1 r r 1 r I I I I DS. .. i I 1 I , I I Tigard, Oregon ,/DS • 4 r for i 1 11 I I I Brownstone Homes, L.L.C. a o a - o till IOL‘iill Allik I. ,m A8002 ■ DRAWING ISSUES: DATE: rii \,--A I \ 0 ....it I mom ' I DESIGN DEVELOPMENT 1/9/2001-----),N ro 7 -I 2.DESZN DEVELOPf'IENT- ROUND 2 '1/182001'MI iii- NM- AL I � II 'V � � I. I I e', l '—`—ID PT bj ' � (� 3 BLDCs PE�iT APPLICATION 92001' I - 4.r-VMEI 0 I II [i0 [i0 I 11 UNIT --I J L_J L_J 1 --- r �° UNIT 7 UNIT ---- Q 0 0 0 C5 -- A-S 5 �5i./1 II� � III i..i L. - - - - - - - - - - - - - - - -(OPP. UNIT UNIT UNIT UNIT � C55 4-s 4-5 I CSE3 1 1 1 11 10. I lifilk Io I I` I I I I ( -J L— '-- � L_ _-s6 REVISIONS: DATE: DS , L.-_J_ v \ / DS Pb �� �' QS � �' DS \ DS DS . J � J4. I _ I I _ I - I- _ IL , - Ili PROJECT No. CI 2001026.00 NOTES- LG. PLANS - - 0 , cA 1. BECAUSE MANY DETAILS ARE REPETITIVE,DETAIL DRAWING TITLE CALLOUTS AND NOTES SHALL BE CONSIPEF D TYPICAL —.-I BLDGS 7 Se S FOR ALL SIMILAR CONDITIONS AT OTHER UNITS. CONTRACTOR SHALL PROVIDE FOR ALL SIMILAR CO LEVELS 1 2 3 Se CONDITIONS AS IF DETAILED N FULL. > > 0 L AN: LEVEL 3 2. SEE SHEETS A20.01-A2012 FOR UNIT PLANS. � �: 1 0 ROOF PLAN 3. SEE SHEE TS A10.10 FOR BUILDING SECTlCN6. 1E31.111_1D ING5 1 4 5 E31�I�� I1�C�5 1 4 a I-- a 4. SEE SHEE T A21.0I FOR ROOF vEN TI G CALCULATICN. SHEET No. c !hl Ca .. ..n A3 0 . 0 7A p, Fil .N- .5 GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". %NIT CM UNIT A-S UNIT A-S ,� UNIT C k (OPP.NAND) (OPP.NAND) (OPP.WAND) 'I � I I .., _ 1 , T.O.PLATE I LOUVERED ._ VENT-..,,,,,,,,, r LEVEL 3 i I f I t, I El __ r 1 ttl mg e�1 / I 1 E —I-- - -- �._ A _ 1= GGLO I 'r LEVEL I F �1- + I _ ___ - Architecture and Interior Design IIJ__ -t-- _ Limited Liability Company i' ,t D.S. I 1 _ Suite 301 1301 First Avenue,I I D.S. 1 Phone:Seattle, Washington 98101-2074 1 ' II (208) 467-5828 Fax: 206 487-0827 , LEVEL I r `D ARC ------ `S% 4,, ." ALAN GRAINGER ','1' I r I 4 Vevr\ 0 Ai' ELEVATION i �'�, SEATitE, WA � �J' di 1......_. .„,.....,.,,,,,,,..,...,,> (OPP.NAND) I I -- --e... _ I 1 Ae0.01 I 1 um= cormm"--- c 1 , , , PANEL SIDING,COVER JO INT5 ---�`, • i WITH 1X2 BATTENS � ipip, � Ii . I L-...__ III � dill. j �.. ,Iq���nU!u!!I�''� rim .- i II ii 1.-...... El ........ '� _ a 2X6 TRIM W/FLASNING i 1,•••••••••••••••••••••• i ••••••••B al 1 ()) . .' /*. ........ ___ 41•1■1111111■ -I 1 LEVEL 3 11: a f _ , 1 LEVEL 3� -es / `. rl 1 I �'--1-- I :: I _! 42' NT GUARDRAIL 40 42' NT GUARDRAIL a 1 -b --- a -■ CF T G WALL TOP OF RET G WALL t TOP RE I_ I i o l ow IL �X Quail LEVEL 2 i LEVEL 2 64- 1 ., South 1u. � t l -.tea. - .i _ �� ■ 1111111'Iuji11111,�.rill; III � ownhomes ���la I�I :I�I I _� r.— ■ I � T i X1.1 _.. ■ _, , I _1 1111114 i ■i !a --- LEVEL 1 LEVEL 1 _ - ! I� (9- ►� DiNi 'oh. Ph. Tigard, Oregon for Brownstone Homes, L.L.C. 0 SIDE :== 1ENT V T ®N f n �- V T f ON. 1/9/1001 2.DESIGN DEVELOPMENT- ROUND 2 1/18!1001' UNIT CM UNIT A-6 UNIT A-S UNIT C58 4, (OPP.NAND) (OPP.NAND,> (OPP.NAND) / 5. CLASS C 6. �� COMPOSITION SI4 NGLE Ell ROOTING,TYP. 1. I \ I I LOUVERED VENT a .:g . AI d 11111 No=�- ■� 1X4 WINDOW TRIM S. ® ,- ( \ IX4/1X3- - , , CORNER TRIM T.O.PLATE ■ - PANEL SIDING 1-1/it [I i t _ .-- . .Ili. �,. R SIGNS. DATE. _ �' ,I 2X6 TRIM AT jjj I ,, ,� � .� � ';� CANLEVED SAY , , . _LEVEL 3 I t_ EI MEM III=E! �■f LAP BIDING f A 1 Ts , _ ■�„ ■�i 11 i.,,��,,.■. ��1 PORCH LK IT I-- CL_ _ �. .- -+ �. p �' 11:--3 o Isiiii ADDRES81 Ii"IBER3 r �_ _�Il�ill/ _sn —+ ! �.� !_ SELECTED �Y Ol4�lER - v _ - X11 IlU=1 1 TYP.EAGN UNIT - � I .- I, as ,�, � No. 0 oo -- . = ll - - i 2001026.00 - _ _ I —_. - - _ = _ _ PIS F YPON \ LEVEL 2 ❑o -+ r _ �= ., DOOR TRIM%G. _ _ I = 1 _ _ I _ 0 .��_.- -= �. DRAWING Ill r Li, - I _ II i_..... . cc, — �r — _ 1 — -I. BLDGS7 & 8& 8 731 1 LTi . . _ �, p=. ELEVATIONS ,LEVEL I •U-- -- ---F P.S. 0 • s. SCALE: I/8-1 0 Q 0 SHEET No. thi a 0 FRONT ELEVATION �' P pr.4 co ® ti) A3 0 . 0 7 B 2 a GGLO ARCHITECTURE Sc INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". 24' sk 1 I i 1 I DS D8 DS DS ' DS ' DS S =� -i�, I ' ' 6 10 NOTES- LG PLANS 1 , r A80A2 ' --, ' -° ' - I N 1. BECAUSE MANY DETAILS A REPETITIVE DETAIL 1 ;1 CALLOUTS AND NOTES St-TALL BE CONSIDERED TYPICAL rm UN I I UN I I O 1 UNIT , , UNIT I UN I I i I It..../ U'`� 1=0R ALL SIMILAR CONDITIONS Al O'I RUN 1$.:::J.\ �� - A-5 A-S =- .,i =- A-S .- �i� CONDITIONS EAS SMALL AILEDDIEN L SIMILAR A � I , f I I I I (OF'F'. WAND) - 2. SEE SHEETS A2001-A20.12 FOR UNIT PLANS. r—' ; 0� -� 3. SEE SHEETS A70.10 FOR BUILDING SECTIONS. . r77_1______ .o I— MTif ` �❑ ��Q i �Architecture and Interior Design - SEE SKEET A211a1 FOR ROOF VENTiN�s CALCULATION. Limited Liability Company J _ i 1301 First Avenue, Suite 301 tp< ° x k , ingto© 1 li° ° x x Phone: (20 6) 467-5 828 4:-,,, Ii 1 x.©1 ' PH �`'�,.,, Far: (206) 467-0627 i , I , I , II I I —1?"---t 1 iv II %`\ II ------ •----- II %`\ II ---- ------ II %`\ II - ._---- ------ ------ II A II II A II %% D 11 co ALAN GRAINGER 4 1 I I I 1 . ,o AO' C\C"—CA-1,\1)-----) DS.L-..._—_,,,,,\ 1 L ♦ 1 I I o DS 1,=====..., •DS \ % DS , Ds I DS DS ti'' SEATi'LE, WA te IP ti # 1 Ifh, S> I I ! I I F eta ; EIDECID CO:Elni. 's L.. ., c -Th can COM i # \ PLAN. LEVEL 2 - 'BUILDING 9 U' .._ ( , Quail Hollow , , , 2'-0' 20'-0' 20'-0' 2'-0' South Townhomes 24' r 1 I r 1 I r 1 I r '1 I r 1 I r 1 1 i I I I Tigard, Oregon DS I 1 I De for N ,Brownstone Homes, LL.C. 1 I I 3 I ......i , GIs,02 1,180.02 DRAWING ISSUES: DATE: I I 1 1 I I DESK:N DEVELOPMENT 1/9/2001 I I I 2.DESIGN DEVELOPMENT- ROUFID 2 11812001 { ► 3.SLOG PEI�FIIT APPLICATION 9/1001 . _ / -- - 4. ® I� li f.....■. UNIT At UNIT- - C55 ' -- II A-S ' 11 - � AN111 ' -- �1 A-5 C513 , lio -1 6. I I 1 I I I Copp. NAND 1. 1 1 a r -1 r -1 r 1 r 1 r 1 r 9. I — I _ I 11— I 10. II I I T 'D I1. D8 —---� }--a (--"'"' I -- _ RSQISIONS: DATE: D8 DS DS DS DS // I _ _ I _ _ _ - _ I _ ' - Iv - - IL - - - - - - _ -- ILL PROJECT No. CI 2001020.00 0 c), DRAIYING TITLE —t BLDG 9 in LEVEL 1 PLAN PLAN: LEVEL 1 Q LEVEL 2 PLAN 0 I"` SCALE: ' ' 118 =1-® DICEDING 9 - a U SHEET No. 01 Ba .........) i.:. in 01 0 • a to R P. , GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". UNIT CSB UNIT A-S UNIT A-S UNIT A-N UNIT A-6 UNIT CSB (OPP.HAND) ' 24' • allk PROVIDE =Waif FROM ! I I 1 GUTtER AT GABLE /HIP I %0.0 ���/ A, ROOF TO GUTTER AT OVERHANG BELOW,TYP. I�. ' I ' �� 1 •""9111111111111111 11 i • ___ L--- -r- -r =---- ' ^T L---- i f _ ._=—T --��" _---- — —T 7 -- L_----•� I 1 I 1 +i PLANS' &!2 $:12 I___ ,,,� 8:12 0:12 �, 1 1 • &�1 NOTES- LC .-e 4 SLOPE SLOPE ___3 C--- '� 2..-1_- __3 C___ ____ C===J 1 SLOPE SL.OPg 1===� C=== f ___3 C333_1-1 __ I L---� c=== SLOPE SLOB `� 1. MANY DETAILS TITIVE DETAIL r--- BECAUSE DET L ARE IPE ,DET CALLOUTS AND NOTES SHALL BE CONSIDERED TYPICAL LA FOR ALL SIMILAR CONDITIONS AT OTHER WITS. 4 n { 1 1 I n n n n n II 11 II II 1j CONTRACTOR SHALL PROVIDE FOR ALL SIMILAR Jt- J _I I-- J JL J JL J JL J L ��_ ` �T �r �r �r �r r jl i 1 I I I I CONDITIONS AS IF DETAILED IN FULL. L - -- `1 i L f ,J i I L P j I I L --_-- 4 I L P ,J 1 I 1 -_I 1 r I I L 11 I I I I ,, u 2. SEE SHEETS A20.01-A20.12 FOR UNIT PLANE. 1 11 { 11 i !1 , 11 { 11 11 1 I II I I I 1 I I I I 1 I I I LJJ r,_ -'I �J n �I �J �I Eli rl [IJ n--- � ' n GGLO ,� I -„- �r -, 1 ,r--„---,r , I Lr-�r �r I 1 �r r--,r -, I ,r , r r--I r--J I -1 3. SHEETS A10.10 FOR!BUILDING SECTIONS. 1 r--1 11 11 r---i 11 II r--1 II 11 r---I 11 1I r--1 II I1 11 r--1 Architecture and Interior Design I I n-_J L_J I 1 i n-_J L_J I .. I I rL_J L_J I I I I ! I ” I 1 1 I I i r -I 1__] r L_i i r 1__] rr _J L_J I I r-J L_ LL_J L-s L_i 4. SEE BHEEt A21lal FOR ROOF VENTING CALCULATIN. Limited Liab�ty Coy{ I I I 1 11 1 r 1 L--J 11 I 1 I 11 { { 1 L.--J 1 I 1 1 II I 11 I ► I 1301 First Avenge, Suite 801 I . I ' I-.. ; ; I � Seattle, Washington 98101-2074 � �� -J _J 11 __J 1 _J � --J --- 1 Phone: (206) 467-5828 i I I r---I I I ��--1 I I rF--t ! rr--l I I �r--11 f---7� I IJ �'- ; ? �� ��__; �� �� - �L �� ; 7 c'`___ .3 J___; =il C c Fax: (208) 467-0627 i , ti !` ( I I i I I 8 IKJ ' `! � A 1 1 AS0A2 'x;02 1 Will �+ rY,L---I-- k L J L J L-_ L 1 Y----E-1 i i �f1 .,::� S LI L - , 5 ALAN GRAINGER ®'� I I i 1� r) n n n n n r. :'• ' II it II I 11 11 tf II 11 II I 11 II lir L J II II II 1 11 11 I L_ L - --JIL___ _IL__ ___IL___ JL__ _-JIL_- JIL_-_-, JL__ _ __--J---- _ __JL -J ---- -. -- r - r -. r -�- -----L-�-----s L -.r --- -. -.r ---- �� SEATTLE, tP A APE SL I. sL r ;1 61-.4' r--i 61- ) 0 O gk II Ark /ilk 1 TI / At0.01 Ti/o iD2 MO OM __Th 0:03 Earn 49,4V %, ,\ ..,7 ). s sh 'LAN: ROOF e e;, - UILC) INC� ' � ♦ ` .., Quail South Townhomes 24' ,• I I I I I Ds DS t `I D8 . h DS I Ir L J Tigard, Oregon --C-3-11 ----.(-3-1 - ill‘ Brownstone domes, L.L.C. 1 , .J -1 1 1 1,. z1; �_ `�_y _ ` _�; 1ft7 l;. DRAWING ISSUES: DATE: 1.DESIGN DEVELOPMENT 1/9/2001 , po ]( ) l j J I t ) I ! 1 0 rte, r , - 'W Il,is• r'!" i' ..rrie, .1_7 F° ° -11--1-` - ti-i - --�T T-r 3.1'3l..DG PERMIT APPLICATION 912001, ) ■ v [ID V V V V I V V V I V J J0 :jff " II 4. � J i 1 1 I I i L-- I - L--J I L°-J I -J I L . . (--E=, .7 , . rie:30 II II 0 0 rt--L., -c,:iii) . 1. 1 I I 1 I � -.7) . 111"Et±1 UNIT = - UNIT - UNIT - UNIT - UNIT' UNIT s: Ii______ ::: CS I A-5 I� A �I_S _ _N 1 _ A_S I CSE3�, ' 10.‘ . ., ...:... - I I I (O ! . � ) 11 A80.02 T%'D2 ' Q REVISIONS: DATE: Dg< I I 1 i •Dg D8 \lI DS DS D3 L,_ i DS �. I I I I I ELI ik ■ a_ ELI PROJECT No. CA 2001020.00 0 DRAWING TITLE — BLDG9 cQ LEVEL 3 PLAN 0 i--PLAN: LEVEL 3 0 ROOF PLAN SCALE: 1/8'a11-0' 51,11LE) !NG 9 }--e U SHEET No. 0, a 1 __II W g fri. b tip GGLO ARCHITECTURE Sc INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". UNIT CSB UNIT A-S UNIT A-N UNIT A-S UNIT A-S UNIT C85 (OPP WAND) \ -- LOUVERED ::: i g—i■ �4 NINNIN MIIMIN ZO /1 ■ — t- , 1 1 , , 1 1 1 1 t 1 1 I +n 1 1 1 01 mil INENIN twos - mum, imml rum sr" mem omm.um. Nommi, . immoil IN i 1.- .. -----'________].____ , =MN •■ ■r_ •• r_ MINN •II .;.I !=1 = . •• lir .1.1.1111 rte I• •• ■■ ∎! ■= �N■ ti mom mol =I as = L• =i =`• M ! - ._Imm.�11= -• — •• —; —■— Mi —.....Mill• ■•I■• 1•• , LEVEL2 I• ■I � ' � i — V im 4 •.s. '=w1 • GGLO Architecture Design .-d\. 1 � .15. ►.5. Limited Liability Company `' , 1301 First Avenue, Suite 301 in Seattle, Washington 98101-2074 Phone: (206) 467-5828 ,,LEVEL I i ' Fax: (206) 487-0627 1 I 1 ., ALAN GRAINGER f 4" ' -....,11 vac\ 0 E4ELEVATION 4 vim, SEAT LE, WA J -4* OF 00)‘' UNIT C85 k x UNIT C85 can (OPP NAND) ., c lb -----M EEO OM # \ i,, SIN JOINTS �._..__ • PANEL DING,C +FAR �.ar__ WITH 1X2 BATTENS 7 411• i I!�I 2X6 TRIM W/FLASNMG • I • ()) v i (1; ..,....) LEVEL 3 / ` 1 ! LEVEL 3 — 1 UI all Hollo X42' 14T GUARDRAIL •a 42 NT GUARDRAIL •• I 1 I sommommimi I :r TOP OF REM WALL TOP OF RET'G L114LL M j - t LEVEL 2 1 — LEVEL 2 Sout,h _I ■•-i 1 1 F j1 i , -- Townhornes i 1111111 __ I '!._ M 114, 1I I 11111. I 1 1 >r LEVEL 1 �LEvEL 1 --- �'� I 1 I I I 1 0- FA D.s� s. Di. t Tigard, Oregon for Brownstone Homes, L.L.C. 0 SIDE ELEVATION SIEE L VAT I ON I.DESIGNSEVELOPMENT 1/9/2001 2.DESIGN DEVELOPMENT-i?iOUND 2 1/1811001' 3.BLDG PERMIT APPLICATION 911001 4. t li / / -li' UNIT CS5 UNIT A-S UNIT A-S UNIT A-N UNIT A-S k UNIT C85 k 5. (OPP.NAND) 6. CLAN C •/■„, COMPOSITION SHINGLE 1. I I 1 8 ® ® s 4��I I . _,- �iii- ilh. LOUVERED VENT 9. T.O PLATE _ _ -...m 1X4 WINDOW TRIM : GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". C 24' `` ' ` 24' \\` 24' \ 24 Z� I. r ,,DS D' D- DS D8 DS - -° ■, 10 ' 6 � MOTES- L . PLANS , T:*D2 .;' ° -- ' IF' 1. BED MANY DETAIL5 ARE REPETITIVE,DETAIL I 1 1 I t 1 r i CONSIDERED IC � cALLOUTS AND NOES Sl-�4LL � DE1�ED TYP AL UNIT ,' UN I�' ;' I UNIT I I UN I�' 1=0R ALL SfMfLAR c.OND1TION3 AT OTHER tA1ITS. I i .�! I ..�I i �;j I ( 1 i �;J I t:.� :7NIT SIMI C-5 - .5 L__ -S L -N D_5 CNTRACTOR SHALL POV ALL LAIR\ CONDITIONS AS P DETAILED N . I I I 2. SEE SWEETS A20f 1-A2012 PLANS. =Iii ° riwrit °I ,._ 'I.� SEE SWEETS A10I0 FOR BI ILDING SECTIONS_ _ _. _ 4. SEE SHEET A21.01 FOR ROOF VENTING:CALCULATION. Limited Liability Company I � -----� 1301 First Avenue, Suite 901 e�0 _ �0 e:© ' © 3 Seattle, Washington 98101°2074 x x _r > 1*L' '' -1/Lr.,-----r > i r` I r Phone: (208) 467-5828 Elk) i Fax: (208) 4$7-0627.._ _____,F MI --':- [ ---o as —IL, , . --1?--,, , , i , I II „ II II „ II --- II „ II _II ! II II / II II / +i �II . •\ II , II i . II I - II ♦ II ILA �..0 ILA �..0 IL.� x`11 V ALAN ORAtN6ER ,3"Ave,e., I I ..:C5:60 41 V -- - , 0 1 D8 , ---. . ,-- r— )DS�� / DS DS ” D8 �f / . 0; \ t Px SEATTLE, WA I I I �! I 0:0301:13 =If' �srT L._____ 0 ♦�* , .( e:/dS /# /1 PLAN: LEVEL 2 UIL D INC 1 filU I 1l'i), 104'-0' Quail 2'-0' 20'-0' 20'-0' 20'-0' 20'-0' 20-0' 21-0' South 24' 24' 2�.' Town homes i -1_ IT 3 a 13 73 13 Fr la DS D D DS as Tigard, Oregon \ ye c 1 j-- , I s t r I_)-------------"1— for ' Brownstone Homes, L.L.C. te I 13 allk 1 I \ x+80D2 ) DRAWING ISSUES: DATE: ' L DESIGN DtVELO 1ENT 119/2001 I Nrr I i , D- I 2.DESIGN DEVELOM TENT- ROIAID 2 'T/19/2001 L t nn w� __ 3!BLDG PERMIT APPLICATION 9x1001 I .r ' ' l ' i 4. A L 5. -A i' --- UNIT --UNIT .l UNIT I •� UNIT UNIT I �'1 1 c-5 13-5 i 5-5 13-N , 0 1 IF= 6. [ - r A&0D2 [ A80A2 ■ \P". 4 s. I. —® i 10. I 1 I I. c . -t°°� - - MOONS: DATE:I _r. ,=■•■=1 ..•■•••••a D8 1 AwamiL---- pS I I " DS I " DS " D8 I I I I I I I I 1--- 0._ , - - - --- - - MU PROJECT No. CI 2001020.00 0 ot DRAWING TITLE -I BLDG1O , C. LEVEL 1 PLAN 0 PL4N: LEVEL 1 UILINC 10 c LEVEL 2 PLAN +- i--- SCALE: 1/8'=1'-0' Pet 0 SHEET No. ili 8 a ..._...„) .-. 1n. Lk 3 0 . 10A , . 4:4 e I CSC s a a GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". UNIT C-S UNIT 54 UNIT 8-S t-- 1t41 S-N UNIT D-S ti.k 24' ' \\ 24' \\ 24' PROVIDE DOUINSPOUT FROM 1 1 1 GUTTER AT GALE /NIP ASOAI 20 ROOF TO GUTTER AT OVERT BELOW,TYP. A8OA1 t - T � 1 . 77.7:-= i T_ .. I NOTS- LC . PLANS _ _ _ --- C:==.� �_ ?Ili ter._ L eecAuSE MANY DEVILS ARE REPETITIVE DETAIL ,� 8:12 8.1Z e,,, _ � ,.,,._ � .•�`� 1 SLOE SL ---� �---, _�r� _'�� -r ---� , ---� �---�' S!LO'PE SLOPE ---� �---''I L---3 �--- ■ SLOPE SLOPE __ __ CALLOUTS AND NOTES SHALL. BE CONSIDERED TYPICAL I I n I I FORALL�sSIMILAR CONDITIONS AT OTHER tNITS. —J 1- J _J 1- —� _J i J _' �— ,,_ CONTRACTOR RACTOR 3FIALL PROVIDE FOR ALL SIMILAR Fr r Fr l DETAILED 1 r —, i � r r -i r 1, 1, 1, 1, 11 CONDITIONS AS IF i/ AILED IN I:ULL. 1 I, I, 11 11 I_ --- L L — I --- -J IL I I I I I I 1 I I I i 2. SEE SHEETS A201d1 A20.12 FOR UNIT PLANS. 11 1 11 I 11 I 11 it I L, di � �� ,1 �i rz-- I �� R_ _ ----�I�- s L5 3. SEE SWEETS A1010 FOR BUILDING SECTIONS. L� tJ' -11 --1 r- u---1� - I r f Lr- -1 r -� i' 'r 1 f 1 r- ----� ---- -�r-�r-� r--1 II 11 r--1 II 11 r--1 1 r--1 II 11 Il 11 r--1 `_ I 1 - J L_J 1 .. I ; —J L_J I i ( '— ..J I I I p_J L__I 1 .. . U---"---n I I ArChlteC ure.an tenor effign J J I ( r 1 I Limited Liability Company 1 ( 1 1 1 11 I 1 1 I I I I I I 4. SEE SHEET A2101 FOR ROOF VENTIR4G CALCULATION• —' 1._-...1 I N) 1 L__J 11 I L--J 1 I L--J I $) I 4) 1 L---I r 1301 First Avenue, Suite 301 1 11 1 1 1 I , , Seattle, Washington 98101-2074 _ Phone: (208) 467-5828 20 1 r, ,I 11 fr--i 1 I rr--,I I Ir —�I r--�l 1 1 Ei L -3 L_=; 7 �L 3 rr_=; IT d`_ __] fL== 1, rp J L==; =_2 E 5-I Fax: (206) 487-0627 '-, /\ N I5 16 ' 1 I I 1 A 2DL i I J:I ---- :JJ=i 41D . •12 5:17 S ALAN GRAINGER 125.11 U :125:12 IJ n i I n n te-6/11 CC--: '% 1.:Z-"1:64- -le) 11 I 1 11 II i 11 11 II L J I L J I L J I II __...�- L_ JL_- . - j L__ L_ - - L_ L ; - L_-._ J , � - _1 La _J SLOPE et• ,_._ R..: _r. ('I, SEATTLE, WA SL v ' C"" 12 OF o� AS0AI A ••AI •D2 ' CD CID Einnn A' c '7/It S ,'OF �rrr rrrrroa. PLAN: ROOF ,/�� NY/ 1 1.,1�I�.ID I N 10 �` °''�' !��!1!i►I,,, Quail Hol South , 24' 24' 24' Townhomes I I I I DS• L L D8 L DPI ' • D5 Tigard, Oregon �� I r for Brownstone Homes, L.L.C. 4 - 0 0 0 1...o._ o .1 �� _ \\ �� ' 1 DRAWING ISSUES: DATE: I I I L DESIGN DEVELOPMENT 1/'9/2001 11 0 [ poi ® t 11 _ o — ® 2.DESIGN DEVELOPMENT- BOUND 2 1 S/2001 _ ji0 ' iL :0 _ 0 0 �--- IT- - ----,- -� I 3.,51.. PEWIT APPLICATION 92001 I �� I I 1 I I i L=]N 11 L-- s ;' L_— l__ i - L--J � i 1 �! I_ I. 1, Z • • •• I • I ! _ 1; l� ;I LL UNIT' UNIT" _ UNIT --r UNIT UNIT 9. E)-5 1 C-5 10. i ^ ( _ � 15-S I _ -S -N IS i 9 1 ,:'A2 AND2 REVISIONS: DATE: Ds , _____I,, , , •DS • DS • DS I p8 ' ,. \ 0, I" I I I 1 fk 11_,_ _ IL 1-U PROJECT No. CA 2001020.00 2 DRAWING TITLE . _L BLDG 10 in LEVEL 3 PLAN 0 ELAN: LEVEL 3 0- ROOF PLAN SCALE: v8'=11-00 u ILD INC- 10 i- SHEET No. in a I .....) p� Ca A30 • 10B - 0 a LO as GGLO ARCHITECTURE Sc INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". / UNIT D-5 A' UNIT B-N UNIT B-5 UNIT B-S UNIT C-S lboci _ T.O.at ,E ill I. I..___t '- :: :: �• _ kaAFISAIP ilimilir-in II IS LEVEL 2 —11 III III.."1:1 2 — ° Ka _ = - 1111111II11 IIIIIIIIII 11 111111 IIIIIiIIIIIIJ _ _I„Io I GGLO d Interior Design nimiram: Architecture--- • _ --�-- IIIIIII;iIIIII111IlilllllI = Limited Liability Company m �"�" 1 IIIII I'i I'IIIIII I ter ' :a, ■� � p �LEVEL I . -- _ �w_ w O .a. wa— Phone: (208) 407-5020 w C '�,�l � C 0 Fax: (208) 487-0827 Ph' p.5. - U cl,mei PA S •� • .8 — c' ALAN GRAINGERr,' REAR ELEVATION w 'j v'�, SEATTLE, WA , ` ' ti co,O tit, .r.; ' MOE alai iell,;- 4 , ailli AV \ UNIT C-5 UNIT D-S k --- 1_ED ,4 .'lb �;, I /,` PANEL SIDING,COVER JOINTS — ,,� 4 /14 . - I� WITH DO BATTENS , MI 1 F G I m 2X6 TRIM W/PLASHING 1 I I 1 I I 1 C I LEVEL 3� I LEVEL 3 ;—'a _ _ I II I Quail Hollow — -� _ III South ' _III - I Townhomes — LEVEL 2� i- I - —t �I --� LEVEL 2 Q_ r=I C E _n --- ; 111111iililulul - �III101 ill III I lll� IIII 1111 Tigard, Oregon IMin= II LEVEL I LEVEL I for D.11. PS• Dl. Brownstone Homes, L.L.C. DRAWING ISSUES: DATE: I.DESIGN DEVELOPMENT 1/9/2001 0 SIDE ELEVATION U SIDE ELEVATION 2.DESIGN DEVELOPMENT- ROUND 2 venom 3.BLDG PERMIT APPLICATION 9/2001 4. 5. UNIT 0-5 UNIT B-S 1.141T 5-5 UNIT 844 k UNIT D-5 k 6. 1. —CLASS C a. COMP051TION SHINGLE I ROOFING,TYP. 9. ^ /_� I ® 1 . LOUVERED VENT 10. 1 I = I I 1_ / . It _ 9 L �— I 1X4 WINDOW TRIM 3 ¶. _ t f WI I r.sara -,�.R MI ,,�, 1X4 / IX3 REVISIONS: DATE: T.O. PLATE iIo3 ' N ' � • ■ - �I 1 , CORTRIM ,1 . :sitU 'MUIt! -'!i■ ■I■ - i■i Ill MI; M,I PANEL SIDMG ill — =1 we e.ea 2X6 TRIM mew 'ii�l & IIOW iIijg L EVEL 3 �, G l a I L AP SIDING:.1:11 INPIIMEMI .. � coal• -m■ _ w' 4 �w\_. LJ u w I M ■ I "° ' IN : Q"" , •, $:'jIIE4II m m _�' i �� PAO�12001026 00 ■!A� . O I II I -I 11 ; � . . o DRAG TITLE LEVEL 2 ._.- _ �-� ' �I I _ _ i a Q name ❑ ❑ _ .� DOOR TRIM PKG. ° I�• III ° a`=III I�-I =1�I III = =iii EISI ih ELEVATIONS = = IiII _ - no n Ii I - G . _l� 1I_ 1.t �.1°� .— 1_� I_ MO )__ L �� li La y U i 0 °I Zii air v - r• n�C°i � —'— � Far�6 LI ■ L ()LP D - , ,/) SCALE: I/a'=I'-0' LI\ , LEVEL I I_I;� - � �,21I •,(o �• „ off• �� SHEET No. IR�� c* at 0 FRONT ELEVATION al _ BuILDIN Ci , A30 • 10C e OP 2 a .-_- GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". I !)opellui UNIT C-8 f UNIT B-S UNIT 15-S UNIT C-S (OPP. HAND) (OPP. WAND) (OPP. WAND) lir 24' lir 24' 24' GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". UNIT C-S UNIT B-5 UNIT B-S UNIT C-S (OPP.HAND) (OPP.14AND) (OPP.NAND) I LOUVERED VENT TTu1,�T.O.PLATE - i - — ifl ; ; ip L _ _ - _— I CI --- _ � I till eLEvEL 3 r _.-- I -= �, �_ _:_ -- I__ --Tr_ _ - y GGLO m -- I � �� � `r —i- -1 Architecture and Interior Design `" , =-1- �_ �I�, : - Limited liability Company IIIIIII �Ililllf .. .fl,�l , _ - II - ' - I -- 90 First Avenue, Suite DI L W_L - Seattle,II �- Washington 98101-2074 L[_J Hill- — =d . 1 l hin`to _ �._-__ . -__ Phone. (208) 487-5828 •Q3 LEVEL 2 _ H - _ r_ — III pl n i i - --- Fez: 208 487-0827 1 - �k�--ate=�:I , — I1--4-111�1 _-- ( ) k = 1- `x-11- III- Nri n - _ L�� =JI I -� In - - -I- ;16sa1 _J 1 .- -- I p ----- - --1- - -_ -1 .,=-- �� r, t� ,� ��1 . _-- � ti pg. V CSI D ALAN GRAINGER c ca D$ f"4 cREAR ELEVATION ,,, SEATft WA I ��� OF OR�� =IUD =am idN II UNIT C-S UNIT C-S \ ,S\. es (OPP.HAND) et I 1;r I II as PANEL 51D9JG,COVER JOIE / ` q',I ICI" '�/,I` WITH IX2 BATTENS �p4 .��,j/ / S. — --- I r-- _ -� 2X6 TRIM w(FLASHING r I 1 = =1 1 I_ Quail Hollow LEVEL 3 �` F LEVEL I- - South I — — -- i_ I — _- - • II __ _ ; _ I. ------ -- Townhomes LEVEL 2 I --. j fLL--- I 1�_ - LEVEL 2� IIIIIIIii y__ j_ -- = -� IIIII Tigard, Oregon - - l I C LEVEL I I f i I) —.t LEVEL i� Brownstone Homes, L.L.C. P.S. El. ps. D.S. DRAWING ISSUES: DATE: n SIDE ELEVATION Q SIDE ELEVATION . : �. . . -1 ovo 4. 5. 6. UNIT C-S UNIT B-S UNIT B-S UNIT C-S T Er(OPP.WAND) (OPP.HAND) (OPP.HAND) a I 9. , T.O.PLATE 10. .I�I. I I■ - ,■ - C• Co _ I I_ IIMIIII i I ,I -I , ■ "1 =` I I I REVISIONS: DATE: LEVEL 3 IN, ■ ■ I� ■ ■■ ■ ��� IJ O<4 WINDOW TRIM EY LIJ ail sp �i 'll■II• ■ ■ ■ = - , I�'� k4 /DG `r Min ,'�,, ■III, GOITER TRIM 1- I in Ito m' • I, ■ II II■ PANEL SIDBJG a—, 'I 'II�HI•II at 2X6 TRIM At 111 PROJECT No. LEVEL Z �,II■II■ ■■ ■■ '= ■ �'i' CJwTILEVERED BAY Q 2001026.00 • lit i '�I ' I —C j ■ ■ L ' . , LAP SIDMG m iii �I II ICI PORCH LK:HT VIII . '-a I—I �I Q DRAWING TITLE° r l + ADDRESS NU'IBERS .I BLDG i l°' , _ �_ II II IJ I� II III - _ ! - ^ F I') TYP.EACH UNIT SELECTED BY OWNER,,LEVEL i � =IE tiv ■III VIII ■ I •I I;l FYPON 0 CO ELEVATIONS .■�. p 11_ .--_= JMUll I_ DOOR TRIM PKG. P .� e e P5. ."a �I9 I�ICI V SHEET No. LLI r a PONT R ELEVATION Ca .. 0 PUILDING 11 A30 . 11B 0P v' GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24566". b1,1111, 'ir 24' AT 24' D5 DS PS DS Dg. -T-- —r — -- — — Dg NOTES-51-Pa PLANS kArilliAlli 6 I 10 �:r02 Tir,02 / __ t I. BECAUSE MANY DETAILS ARE REPETITIVE,DETAIL e - r i,^ Iii CALLOUTS AND NOtE8 SMALL BE CONSIDERED TYPICAL UNIT UNIT UNIT UNIT UNIT I FOR ALL SIMILAR CONDITIONS AT OTHER UNITS. ID-5 - =� B-5 - B-5 13-N C-5 CQ4P IjI ONj$°RAG SHALL I DETAILED M RILL. SIMILAR `; (OPP. NAND) (OPP. HAND) (OPP. HAND) (OPP. HAND) (OPP. HAND) r 2. SEE SHEETS 420.01-420.12 FOR UNIT PLANS. I GGLO �- 3. SEE SHEETS A10.10 FOR BUILDING SECTIONS.n *u1 nsa r� � - null II Limited Liability and Company Design tag 4. SEE SHEET A21m1 FOR ROOF VENTING CALCULATION Limited Liability Company I I 1901 First Avenue, Suite 901 0.141 e C C x Seattle, Washington 98101-2074 _I �� r�l "I� • I_ _ ____ I ^i _ Phone: (206) 487-5028 III N I x l \ Faz: (208) 487-0827 N ' _ _ _ NI ' _ _ �DaR�� _ i n u i n s i` o I _ _ II i` II _I �4�II,� ii ii ii ' ii � i ii ' ' , 1111 I n i II I. II • II _� `mil �f ALAN GRAINGER wects liancc F� II 1 D S •� / p8 -- vg D . • , ` ;8 ,� r r—=�' DS tJ� SEATTLE, WA O'?� PLAN: LEVEL 2 /4►� ^�iiil��'"' / 0 �,� , 4 ,// UILDINC 12 ;� \ ,\ 104'_0' , Quail Hollow 2'-0' Y 20'-0' 20'-0' 20-0' 201-0' 20'-0' 21-0'/ South lir 24' Iv 24' Townhomes T a - Cr o- Cr - O C II I DS it I DS DS 71 1 7 -� s Pa Tigard, Oregon for �I Brownstone Homes, L.L.C. i_fl S 01)2 r;r 02 DRAWING ISSUES: DATE: I I I ' I.DESIGN DEVELOPMENT 1/W2001 UN I 2.DESIGN PEVELOPMMENT- RDUND 2 /18200T - 3.BLDG PERMIT APPLICATION 92001 D-S o o IOPP. HAND) 4. 1 ® UNIT ail ;---- UNIT UNIT T r UNIT -h.__ 5. 1 J I0 85 RS E3-N r CS b. IOPP. HAND) (OPP. HAND) I (OPP. HAND) I I (OPP. HAND) -1. - IJ V I e. F r r 1 r S. I ICI I 10. - I - a IL ,\rA2 ' ' DATE: J � 7-4,Dg I I- - -i L i g L P8 . -1-- --:\\� PS REVISIONS: J ll - MI l PROJECT No. L1 2001026.00 ka DRAWING TITLE 1 BLDG12 ea LEVEL 1 PLAN 0 PLAN: LEVEL 1 Q LEVEL 2 PLAN SCALE: ve'.1.-0' BUILDING 12 1- 0 SHEET No. ca A3 0 . 124 h _ . GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". UNIT p-5 / UNIT 8-5 ! UNIT 15-8 UNIT 13-N UNIT C-S bocil (OPP. HAND) (OPP.HAND) (OPP.HAND) 24, (OPP.HAND) 24` (OPP.HAND) PROVIDE POUNSPOUT FROM I I GUTTER AT GABLE /HIP I 20 ROC TO GUTTER AT Ag0p1 OVERHANG BELOW,TYP. I 1._ t--- r r I � I ` `- r._ --= Z- = -7 r—= r T J I_�- -r it- 1 r r NOtES-5LD& PLANS OPIAP1449 &12 &12 8:12 &12 1 8:12 8:12 SLOPE SLOPE , ===1 Lc=,'�=-J L=== 5_•�r S. •�_ ,-=7 L S_•a _91 -==:7 L-__ ELOPE SLOPE �-=7 c-:, SLOPE SLOPE > I. BECAUSE MANY DETAILS ARE REPETITIVE,DETAIL I `i I r- CALLOUTS AND NOTES SHALL BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS AT OTHER UNIT&1. 1- -'1 5 -_Ill L J' CONTRACTOR SHALL PROVIDE FOR ALL SIMILAR CONDITIONS AS IP DETAILED IN FULL 11 l r --IL--il L -1L- J 1 _J il `. r' 'Li r r n 1' r_ , '� rI 111 dill 2. SEE SHEETS A2001-A20.12 FOR UNIT PLANS, _i' �J G-�r--Ir - I - ----- - ii-zi r- n L', rIr rr--Ir-ti !II 5 51'. �-- --"i il' 'r`===- - r-rr-ti III I1 GGLO r- 11 II II II II r--1 II • Cl n 44 I 3. SEE SHEETS A10.10 FOR WILDING SECTIONS. Architecture and Interior Design ii 'f-JJ_J; �. --IL_; 1 1 IL__JI___.,, i I IL• =v, 1 I 'L_JL-;I 1 1 I Limited Liability Company L- I 1 I I-- 1 I '- ' I ' 1 I _1 L__J 1 1 1 ' 4. SEE SHEET A2101 FOR ROOF VENTING CALCULATION 1901 First Avenue, Suite 901 I L- JI I L--J I L_ J I I I Seattle, Washington 98101-2074 _ IL___ I Phone: (200) 487-5828 J ---L ___ --_IL Irrzd JI I ' L===; I -iJ L =JJ L-_ _. ± ----15 T 20 Far. (208) 487-0027 -__J 1 J y N _ L J L/ \ I fYll/.VI 5 lb b 15:12 S:121 � ALAN GRAINGER jf�' A�OA2 +•-- —•� ' S n n ii 11 II _IL__ , 8:12 &12 . _ d'�, SEATi'LE, WA O lic2PP SL�v�� E IIIp�fOPE SL/v�1 �I.. ;4•LOPE SL•-• $LOPE sun" --- - `(] LJ' L1___ _St!!! L13-___-__ _ J '1 V rJ 1A I I '9J' O O��V I 12 a a a MOAN ir:CO T.co _ _ ECIDEIE1 11131:El isk% c I ICED tram -7c0-7 4P J 0 PLAN: ROOF /�• s i'�� ,,��,/ N 12 vy � 3UILD1 C ;� ��j// Quail Hollow South 24' Iv 24' Townhomes I I I DS i' � Dap I Da' I Tigard, Oregon DS t I r - • 1 5 D for . I • �� \ Brownstone Homes, L.L.C. I 11 1 __4_,L4._ 1 //� Y� n II . 11 11 n • DRAWING ISSUES: DATE: �JI IL% I IL�� IVY IVY \ L DESIGN DEV!LCPt1ENT 1/9/2001 rO ®, 1 O 0-r\ n ® l O I 0), \ :, 2.DESIGN DEVELOPMENT- ROUND 2 '1/18/2201 r--- ---n---t t / —rL / --` 3.BL6ii F£F81lT APPLICATION WWI ❑ ❑ L__J r L__J I 5.4.\ r [ I I UNIT a UNIT UNIT UNIT - UNIT a r ID-5 5-5 S I B-S ... .: : I -N —.. C-5 I I � _ m (OPP. HAND) (OPP. WAND) (OPP. WAND) Za�Y (OPP. WAND) fl f , (OPP. WAND) a a .i._ DS 3 1-I-I REVISIONS: DATE: • I I I U- LU PROJECT No. Q 2001026.00 D. DRAWING TITLE Q BLDG 12 I. LEVEL 3 PLAN 0 PLAN: LEVEL 3 0 ROOF PLAN f5UILDINC 12 SCALE: N/8`■II-0` a U SHEET No. A30 • 12B pz, co GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". lboci UNIT C-5 UNIT B-N UNIT 5-5 UNITS-5 INIT D-5 - (OPP.I-IAND) (OPP. WAND) (OPP.HAND) (OPP.WIND) LOUVERED • lill" T.O.pLATE — I - 1 TT;r1:. m m M , III al —I _— — \OLEVEL3 - - - I- I -- ■ ■ I . . �_ . . .A iit II � „ � . . j I ■ II�II_�1111_ --- IIII_IIJI_ 15 .1IIIfi1ifiLIi Limited° abt� Company Deal� limo IIIII hill[ ° 1IIIII1IIi]IIIIJIII_ _ _ _ , f - LEVEL 2 1901 Fu at Avenue, Suite 901 II II I I 11 -Ip 1 Seattle, Washington 98101-2074 't Q I' I . --- r ------ Phone: 487-5028 �' --' 1 - - Fax: 407-0027 -� I -I�-, - - ,- ----- -- - - u; I - 1 -1- — - -- _ -. - �+ Ss� p `. \ \OLEVEL I I I — - -I D,S C7 GRAINGER n t/� SEATTLE, WA 0 REAR ELEVATION 9* O p ns5 r--00 ,—� UNIT p-S C UNIT G-S L'_ 7 ', (OPP.HAND) e/le %2). WITH D<28BA COVER JOINTS t$ 0// I "127// /( ' C -- --- 1 ---- -----__ :::a 2x6 TRIM W/FLASHMCs 1 - F -.-� 1 1 —I- I t - --- ------f 1 ' ` LEVEL 3 — N 1 LEVEL 3 s- Quail Hollow - ii t - jt South p _--_-_--- _1 -- — — — Townhomes - LEVEL 2 [ [ - = - __ ---1•_-- LEVEL 2 ek- ------ — — 11111; 4k :: 1 —. _— Tigard, Oregon 1 LEVEL i - .1—_ ---- j___U [-�.. ' LEVEL I for E ep D.S. 12.5. p.8. DJA. Brownstone Homes, L.L.C. DRAflG ISSUES: DATE: /� I.DESIGN DEVELOPMENT 1/9/2001 0 SIDE ELEVATION 0 SIDE ELEVATION 2.DESIGN DEVELOPMENT- ROUND 2 1/12001 3.BLDG PERMIT APPLICATION 9/2001 4. 5. 6. 1. UNIT D-S UNIT S-S UNIT 8-6 UNIT B-N UNIT C-S e (OPP.HAND) (OPP.HAND) (OPP.HAND) (OPP.HAND) 9. ■ 10. CLASS C T. PLATE �� COMPOSITION SHINGLE REVISIONS:RRVISIONS: DATR: • G.- � I ROOFING,TYP. LJ - JI- _ _ — '° LOUVERED VENT Hi to - __j I - -- 1 - -- x------ _ - 1IL -wri- t-- - 1— i , ■ IX4 WINDOW TRIM LEVEL 3 0 — j —_ _� — ___ _Ix4 /1X3 n I- m y - -'- - — --_ - - Jr l , COIaIER TRIM !/J�- PROJECT No. L — ! - i--- - - _ I___ -t PANEL SIDMCs 2001026.00 —I t — I-- 1= ( A_ - 2X6 TRIM Al -- t 1 = L 1 \"�/-- F a' ' CANTILEVERED BAY -—�— 1 - --- — ■� DRAWING TITLE ,LEVEL 2 I __ ❑ ❑ L 1 - i— I LAP SIDMG )Q- _1—=--- _- - 1 „ --�— — - I -- - _ _ l - t--__ _ 1_ - o o ° _ ADDRESS NUMBERS ELEVATIONS - - _ -- I_ _ =J- - _ - I = = i =- = i - --- Erb SELECTED BY oUNER m - 1-- - -- 1= - —_ — -- 1— - 1 - I! TYP.EACH UNIT 1 LEVEL I _ _ I =- — — = : 1_ __ I = _ _ - e l —0 PYPON SCALE: 1/e':I'-0' \ • 1- f - — _ - DOOR TRIM F Kfs • – Ps- T= _ - C ..._. 1 _ v SHEET No. e i— : — II0I[ C per°. MI FRONT ELEVATION frs. —' 0 E3UIL1DING ,2 . A30 . 12C s co p GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24°x36". iiipciii . 24" 24" 24' iD S 24` 7 24' r DS DS 10$ DS PS •PS __- _ ° —,._ ------ �. Y>10 NOtES-BLDG. PLANS illr-AFIIIIIIIP / I I I '-7 \ I. BECAUSE MANY DETAILS ARE REPETITIVE,DETAIL 1 `i r; I r; I II r; I I r; I CALLOUTS AND NOTES SHALL BE CONSIDERED TYPICAL UNIT I I C I UNIT I UNIT � c,° UNIT I t UNIT UNIT FOR ALL SIMILAR CONPITICNS AT OTHER UNITS. Ilia C-S CONTRACTOR SHALL PROVIDE FOR ALL SIMILAR ^rJ `--`i B-S B-N `� B-S C-S / CONDITIONS AS F DETAILED IN PULL. I (OPP. HAND) I (OPP. HAND) (OPP. HAND) (OPP. HAND) 1 (OPP. HAND) 2. SEE SHEETS 42001-A20.12 FOR UNIT PLANS. GGLO i�-a ."# 3. SEE SHEETS A10.10 FOR BUILDINCs SECTIONS. Architecture and Interior Design Will 01_, r11 I Architecture Liability Company, r I 1 D ri•auiI __ 4. SEE SHEET A21PJI FOR ROOF VENTING CALCULATION. III» K I�©IK I _ 1901 First Avenue, Suite 901 °'K °'s Seattle, Washington 98101-2074 x » x » x » >� n » Phone: (208) 487-5828 fl u H .°,I� i I fl Far (206) 487-0627 I Mill I � I ' 1I CI ;, ;, II i% II - II n II _ II ;, II ��Q�� q��� I III / ■ II II / \�. II II � \'_ II ` II �/ \ II 11 , / \ , II r L ILA .JI ILA -JI _l -,ii h ILA �JI _ I- ALAN GRAINGER oits 31a{1 ten DS -- - I _� . �- -- DS • PS — p8 _ r — DS ` . — ./i DS 1 'PS \ / t."" SEATTLE, WA nett, ia‘ CS I I I I _ > ''I�IIjjlijjljljVio\J, 0 PLAN: LEVEL 2 ;/ ` /- BUILDING 13 n / 124' Quail Hollow 2'-0' 20'-0' 20'-0' 20'-0' 20'-0' 20'-0' 20'-0' 21-01 , , , ." , ." , South I 24' b. 24' l 24' Sr 24' 24' Townhomes • O D' a- D' D- D • 1 1 I I DS T DS . • PS Tigard, Oregon N. D$, pg for l Brownstone Homes, L.L.C. •T;•A2 I DRAWING ISMS: DATE: I.DESIGN DEVELOPMENT DATE: I I I I 2.DESIGN DEVELOPMENT- ROUND 2 1/18/2001 7 d 3.BLDG FERMI APPLICATION 9!1001 4. �� UNIT UNIT �• I UNIT UNIT 1- r____ I UNIT 1UNIT --__G-S B-N B-S C-S Oil IOPPHAND'' (OPP. HAND ' (OPPNAND ' (OPP. HA • (OPP. HAND) 'I 1. � I S. r r 1 r I _hi Ds SI Illiii■ 11' ii-I_ al i_ III 10. MOM 3 IL REVISIONS: DATE: 14. S. raiL,M1� DS L J DS �1.5 pg I DS W C ■. C C C IL IIII MI III Hi PROJECT No. Q 2001026.00 Q 2 DRAWING TITLE —I BLDG 13 C. LEVEL 1 PLAN 0 PLAN: LEVEL 1 O LEVEL 2 PLAN BUILDING 13 SCALE: I/e'=r-0' a U SHEET No. in h A3 0 . 13A CGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x38". j UNIT C-S UNIT B-S UNIT B-S UNIT B-N UNITES-5 UNIT C-S Ibot 24, (OPP.HAND) '/ 24, (OPP.HAND) 24, (OPP.HAND) Di 24, (OPP WAND) fir' 241 (OPP.HAND) PROVIDE DOUk4SPpUT FROM I I I GUTTER AT GABLE/HIP 20 ROOF TO GUTTER AT moo BELOW nip. r__ _ TT---r. r .._y _____ __ r. ___7 T_-___, r. ,_T 7 r____ r,_________. y 7 "�_-� r. _ f____7 1ST--__C ___- r____ L_ SLOPE SLOP ' I 1 I • 1 8:12 8:12 - . 1 �'°" 1 a 1 842 8:12 1 __, ___ 1 8:12 8:12 ,,. NOTES-BLDG. PLANS ===7 =__-; �r===7 =_= S..iii_ �Irr r===7 =__ , 8 '48 •w. L • ter_ ===7 =_= SLOPE SLOPE ^�� L BECAUSE MANY DETAILS ARE REF'E?ITIYE,DETAIL 'SLOPE SLOPE S_ I CALLOUTS AND NOTES SHALL BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS AT OTHER UNITS. I I CONTRACTOR SHALL PROVIDE FOR ALL SIMILAR '/ f�J1 -'--- J J JI-- L JL- r-__._._. . J �r r JL-rr r ..__-I_ �\c \ r1; I CONDITIONS ASP DETAILED IN FULL. \ IL III III JII IILJ S JI II -_ JI IIII r JI 11�- ______ ; � 1111 kill r �' d ,r II- -----_, r--- ------'-- 1 2. SEE SHEETS A20.01-A20.12 FOR UNIT PLANS. I 115 �, u_ G_. __1I` --------" LLJ t III'S ------ IL_ �_ -- II'L, I IILl� 'I L --- Jl i� `�L! 3. SEE SHEETS A'10.10 FOR!BUILDING SECTIONS. rL_JL__I 1 IL_JI__.., __ Ir Ir-Ani ,1--'ll-�' r 'r-fr I I l LL_JI___' II I I II II r--1 Architecture and Interior Design L__J 11 I� 1 1 —_� rr 11 : r 7 Limited Liability Company �__-__ I _ _ I II__J L_.n I nfi I I I if"--11"- f r -II--""I f'-r. s L__J 1 4. SEE SHEET A21t1 FOR ROOF VENTING CALCULATION 1I r AMOAI 1901 First Avenue, Suite 801 Y, , Seattle, Washington 98101-2074 I I ; IL 1 �IL -- L- ` I Phone: (206) 467-5828 �Ir--, r--,l I r--rl I r-_,r I r-=�' I 'r -r I n E''`------1 i1===; '5 L--- n L---'ll r_ 5 T r-- b Lin:1.i.: t---III c-----:5 r L-- 'S L-------'S Fax: (206) 467-0627 ^ ,. 11 1 .. 15 16 1 1 1 1 I 1 AthD2 J ; ALAN GRAINGER ' 8:12 5:12 1 6:12 5:121 •r— —K I I I I I w— _� en I I Afar - L_ J n1 n ' I liii L__ ____ JL • i - __J IIL__ i iY __J J,i.__ f°I? cid II -TT-__i _J A __ a__J __JIL IL_ J . Y SLOPE SLOPE ---p---SLOPE SL• - a r r a _JL, SEATTLE, JJ16LL. OPE SLOPJJ y SLOPE SL•'JJ-I FtLOPE SLOPE ,� O"�`n`o___ _-_CY ` L5.____ ____1J L1____T____Li I L1____T__ _1J �`J___.,__ • 9 C�I I a a a a 0=013 En= a; c 1` ®i II IIl il�' --- 'lilu l ilil J-- ` ALAN: ROOF 0 � `p �i [SUILDINC� 13 U� \'� /' / Quail Hollow South b. 24' / 24' ip. 24' 24' . 24' Townhornes I I I I I DS 1- S o. DS � D'• Tigard, Ore g o n DS DS' —..""mil =__1 1 r — (I r for I Brownstone Homes,II mes, L.L.C.O O 0 7,1 I O O PAI 1L; DRAWING ISSUES: DATE:I Ile r I.DESIGN DEVELOPMENT 1/9 ATE:I I 117 ®� O ®Th O ®i f�l O ®i 3.DESIGN DEVELOPIMENT- ROUND 2 l/IS2O0T -En S E C — --�w C — cog 117 - ---n.^I.1.1, I-I — e 3.BLDG PEWIT APPLICATION 9/2001 1�1 LJ L�J IJ u 1�1 u H17 - ® ❑W i �I� ® MI� 1 :SF I a_...71 4. L--J O - 0 L O ` L _J C C ' O L__J O ° 6. _ _� _ _ � ° _ o I ,. ��� — l C C,l C II a UNIT I UNIT =Lima UNIT UNIT �� UNIT �L UNIT s. !S C-S B-S : B-S � B-N I B-S C-S .assess .�i TO. 116 (OPP. HAND) (OPP. HAND) (OPP. NAND) I iii (OPP. I-IAND) I (OPP. NAND) I1. I REVISIONS: DATE: —L= DS \� DS pS D8 DS p8 \ M_ — O- W PROJECT No. Q 2001026.00 0 DRAWING TITLE Q BLDG 13 EQ LEVEL 3 PLAN /Th FLAN: LEVEL 3 0 ROOF PLAN l 1 I— SCALE: Ire'vp-m' �--/ 8U I LPING 13 i- e U SHEET No. A30 . 13B CGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". bE UNIT C-S UNIT B-8 UNIT B-N UNIT 5-8 UNIT 5-8 UNIT C-8 (OPP.HAND) (OF?.HAW) (OPP.HAND) (OPP.HAND) (OPP.HAND) RED kjIIIIIIIAIIIP ,vOT.O.PLATE — _-_ <TtT: T ii 'Ii ±LEVEL 3 / G t — — II 31 t — t r — _� -I- -- — t it - - - �_r —i-c _ =1-- - I • I _ — -- "' "i = 1 �- ■ — Architecture and Interior Design - L 1 _ ----- 1 111 II =-- ---- IIIIII'II 1� II l�_�11J� IIII Ism,ted ability , Suite, _ =i- _ I_ 11 I I I 1 I I I —— t ----- ------ 1901 Flret Avenue, Suite 901 OLEVEL 1 1 - _ t _� 1 _ Seattle, Washington 96101-2074 t i _ t — Phone: (208) 407-5020 i - 'R"_Dr -, �I Pt`1� I — -- r---- n{ 11I � I Fax: (206) 487-0627 1- -- X11 nl—=p�_ — II—=11==11 t 11= III tl j- 11 nl It-j -- --- i - 1- I 1 —I = =1 1=- - -71 I- I4 - PI ICI — III IIF Ii —If - NI I) — - III-41—Po ---- I - �s.-AL ,4_C _ _..._-11 --_411 1- -- —� JII_.._-4-i- ___ --- —��JILm—1 T I� ----- - 1= — _ J -- I 1 - pl -_ IfF --_ -_._-'_ __-- .__--- _ -- _h — . P _ _-w _- I.---- I. __--.r b V`'.p�n.��� I�jt�lcrn4�v LEVEL I I , � - , , D.S. D D DS. r . ALAN Uh'AdMd 9 s5� �• 1 DPI a Ili 0 REAR ELEVATION '' .V . cr,air,,",.' UNIT C-S UNIT C-S `� (OPP.WAND) I ---Th � E 0 iIII�III �I I�I�P\� 1 I _____,_ 'i �� ll :11LsIDING,CrER JOINTS \/,/0.5 y, _ s'i . `- X2 BATTEN U� \``W/ ' / 7 �'.-----__ — _ --J '• - • - • '' ` II� 2X6 TRIM Ul/FLASHING I _ 1 SI LEVEL 3 1- '—` F '—` LEVEL 3� Quail Hollow � ' I �� ism Is�u�i n - ii 1 ■ 1 . ■ ■ '�!, South LI 1 1 it ■ I ■ ' _I_ Townhomes �r� I LEVEL 2 �LWl I. LEVEL 1 CSC ��•i�� 11!11'!!! = _._ It ■1... . ' ��I�III'IIIII�IIIII — * - - ■ II - Tigard, Oregon I �. ■ =I■ = III LEVEL I ' -- = I 1)I�I, -----_-- I LEVEL I for Brownstone Homes, L.L.C. DRAWING ISSUES: DATE: 1 DESIGN DEVELOPMENT 1/9,2001 n SIDE ELEVATION O SIDE ELEVATION 1.DESIGN DEVELOPMENT- ROUND 2 1/18/2001 3.MPG PERMIT APPLICATION W2001 4. 5. 6. UNIT C-S UNIT B-S UNIT 5-8 UNIT B-N UNIT 5-8 UNIT C-S 1. (OPP.HAND) (OPP.HAND) (OPP.HAND) (OPP.HAND) (OPP.HAND? e. 9. ��. _�. /�� �� CLASS C 10. _ �� COMPOSITION SHINGLE 9 II. = ROOFMG,TYP. ,•T.0.PLATE r VS II_I` �� �� �� -I I MI REVISIONS: DATE:oti in,1 ■ I, - LS ■ ■ ■ 1 ■ ■ S ■ ! ■ ■ ■ ■ ___ _II_I a INDOW TRIM� ■ . I.i Mil■1'1 I■ Ella ■ ' II■�•II ■ . ■I ■ EII■�■III_I. I — cv ....----1X4 / IX3 LEVEL 3 ,II-II' CORER TRIM ZO - —11.II■E' I�II�I 1 _I�I — — ' IPANEL SIDNG ■ i E — ■ ■ ■ ■,■ ■ I ■ I • , M ■ ■ YX6 TRIM AT U1 PROJECT No. E liU I I S CANTILEVERED BAY Q 2001026.00 .- i' �.r I ■ 'J■ .'— ■ ■ -- ■(■ ■ ■ ■ I',U LAP SIDING ,,LEVEL 2 a-=��II■III SEM � �— III■111 MOM! 1 „1°-_ _ ,� ' E� a G TITLE I �I _ �_ ; I� ° �� I' �� �I �� n �� I� �� ° �� �I�IIAII� ;�_ DRAWIN:tin G° ° SELECTED BY OWNER —1 BLDG 1 3 . = 1 11 = �' � I � _ ID111.0- = 11 II II' II =' III' I'I _ I! -i11= =� �- _ Ia EI_L_ = EI_I - IJI I_I� =1 I_I s li _ II .� TYP.EACH uNlr s - _ _ _ ELEVATION-. _ _ �_ _ _ i J �_I� DOLOR LEVEL I �� - . .15 a �I� 1I- =_I• aI� Ell -..:- ..- '_I. =1= �1= -I =_ �; TRIM ma \ O --- -- � — -- -�— -- -- -- -- ��� ae ICI SCALE: I/8'=I-0' ra. 0 SHEET No. C w a FRONT ELEVATION aUILDING 13 co A30 . 13C s GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". F lboci 2'-6' , 2°-0' / 2H-6' , 2'-0' , 2'-01 t \ r' \ \ . - . N. 00000 00000 < > < . N \ II o - ' - / - ' II 0 / ' - N -- \ \ > a III a . / , m in MIRROR MIRROR L i T N - _ o / ` II LL II \ \ ' 4' BACKSPL.ASN 4' BACk3PLASH 4' BACKSPLA81- I 24' — _ - / TYP. Ilk' Zvi /� GGLO N. \ I si i t m loo o0 o \ �41� \ \ � i 'D I o — o _ �_ O Limited liability Company Deeign 1 , �' � - 0 0 II 0 1901 First Avenue, Suite 901 0 0 0 9 - ' C N a 9 0 ' ' 0 Phonee�(08 Washington 58200101-2074 -1 I < < > > < < > > in °` Fax: (206) 487-0627 -,\ , ) .I, ' l J i \ \ I -- — I- I i \ �'D AR I'-3' , 2'-6' I'-3' I. I'-3' 2'-6' I. MM 2'-6' 2'-6' I. 21-0' 2'-6' I. 2'-0' 21-01 I'-6' j 3-0' 2'-0' i C�jr 5ATH A E3AT' I 541 44 KITCHEN 'fC (SALON) 4f (j ALANGRAINGER n 4 I 1-T / _ �r n 40��� • va'a1'-0' k2'=I'_0' 1P 1/2'°11_0' iiii: SEATTLE, WA SP t2'-0' / 2'-0' ,, 2'-6' / 21-0' / 21-6' L N. , N. \ / / 7 - N 7 N / 7 N N 7. N < > N < > '9/ N < \ I / ,n N N / in \ N / \ 1 _ ( T- _ 4 - \ Quail Hollow / Tyr. South -- r--1 \ o —__\_ 's 10 00 00 ;St n p it? It Townhomes II -- -- 0 N . 0 O , = - v 9 0 i N 9 in < - > iq < >N \ = -- al \ \ ` ' - N ' \ / - --_ �' N / = \ - \ / .y \ — \ \ - - \ \ \ Tigard, Oregon 5'-0' for 2'-0' 2'-6' J 2'-0' J , 2'-0' , 3'-0' / 2'-0' / I'-3' 2_m1 / Brownstone Homes, L.L.C. © KITC�IEN 8 (SALON) OPTIONAL FIREPLACE DRAWING ISSUES: DATE: I/2'=I'-0' I/Z'=1'-0' I.DESIGN DEVELOPMENT '1/9/7001 3.DESIGN DEVELOPMENT- ROUND 2 1/18/200T 3.BLDG PERMIT APPLICATION 3/2001 SP SP SP 4' -f/ 2'-6' /, l'-3' / 21-6' / 3'-0' //- 5. 6. T. 8. \ - ,- \ - \ 9. N / - \ / N. 10. s > / < > / N II [ —f-- -- , p a IL \ \ a N. \ -in , _, , in N U..� REVISIONS: DATE: N tk \\--- II fi ; , ■ N N = 4' BACKSPI_A614 TYR l� rr s -3%t___�� --- \ '0 / 9i CI- N. 'e LO OO OCJr ' � I \ \ / .0 III n I` II ) O o PROJECT No./ ION , 2001026.00 N / N. Q DRAWING TITLE " ' INTERIOR UNIT / 2'-0' �P, P-6' , 3'-0' , 2'-0' / 3I TOP CABINET P-3' 2'-b' P-3' 1 y_g' O ELEVATIONS f — SCALE: 1/1'•1'-0' KITCI-BEN A (NOOK) U SHEET No. M 1/2'=1'-0' W J il A50 . 10 a GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". 1Vhoici 20 rz I2 L 15 /' \ -GABLE ROOF • SIM 51 / �� I � -- \ � � \ - \`� i i \\ \ � � -- TOI' OP PLATE _ I ' \ - TOP OF PLATE go (/ L- - - RI - 1 1.--- Illa FRONT BAY CONDITION I '�' FRONT SAY CONDITION VARIES BY UNIT 1YPE, VARIES BY UNIT TYPE, SEE PLANS AND FRONT - CLOSET B D OOM SEE PLANS AND FRONT ELEVATIONS —� r -''' BEDROOM ELEVATIONS 7'-4 1 2 GGLO ' %° i (' - 7'-4' I,_ Architecture and Interior Design (S)TREA�e3 at II' I (8)*WS at W LEVEL 3 1teFiretaAvenue,o5uite 901 LEVEL 3 - - \ \ - - r-- \ / / Seattle, Washington 98101-2074 )/ Phone: (208) 487-5828 PI J J J PI Fl \ _ ,,i; Fax (208) 487-0627 I103 Fl r- f- J\J i' — r `o "' C r-J . . , . a / ~\ GRG ARc�r GREAT ROOM r ALAN GRAINGER �' n, GREAT ROOM _ -\ r.J n '� - [e '.7. r-J l� RF1 - - id 0 J,r;„ Aemm3 8,-3, ham. 8-3' I ID3 _J _% / tlnx SEATTLE, WA LEVEL 2 - - - - (9)TREADS a{'0' I - �,' (9)4 AD8 a - - ( - - LEVEL 2 4 c x.10 V r 1'' J r , Sp 1 F3 p3 FI -I III i i I �, N __r—J \• �\��� n' GARAGE STORAGE °' ' T , ��� r J `c-- ' _ F5 Sl SI r-\ 0 LEVEL I —1— I I I r ` -i I n n ' v / I I i rJ L1 rJ L7 i Y, rJ L1 rJ L1 �J�J J L \ 4,-1, rJ Lr rJ L, L_-J L____J 4-T L__J L__J L J / / L- J 1-_J (5)TREADS at II' (5)TREADS at II' SECTION- UNIT ID -S SECTION- UNIT 6-N le-S, C-N, 4 C-S SIM.) Quail Hollow 4 is South 12 HIP .• SIM. 12 _ °' Townhomes 15 51 I \ I I I I L I I Tigard, Oregon ' ' -- -1 for a TOP of PLATE _ - -- '/ / \ "m � ' \ \1 _ TOP cf PLATE Brownstone Homes, L.L.C.ep - 1-- / - RI I - \ / \ RI \,�_-/ DRAWING ISSUES: DATE: R2 � I.DES12�A DEVELOPMENT 1/9/2001 FRONT SAY CONDITION \ VARIES S AND FRONT N'T MASTER / ELEVATIONS BAN I3A-N CLOSET ATTIC 2.DESIGN DEVELOPMENT- ROUND 2 -IneaOmr Ank BEDROOM REpROOM CLOSET 3.BLDG PERMIT APPLICATION 9/1001 4. r Ter,„, _ __..... ,, .., , , 11-41 l8J DADS at ll' LEVEL 3_ - / \t \ _ - LEVEL 3 6. I • / 1. PI REAR DECK - Fl Fl FRONT BAY CONDITION S. CONDITION VARIER BY UNIT TYPE,SEE REAR PECK VARIES BY UNIT TYPE, PLANS AND REAR CONDITION VARIES m SEE PLANSEANDATFRONI 10. IONS SALON KITCHEN GREAT ROOM ELEVATIONS BY UNIT TYPE,SEE - It •3) PLANS AND REAR GREAT ROOM ELEVATIONS h I REVISIONS: DATE: -' (MPG 43) J r_J F1 * _J '. 8at 1 f9)MEADS,at 11' LEVEL 2 _ _ _ . _ _ _ _ LEVEL 2 I I , r �` `. F3 I 1 F3 M . Ta °� \ 0 �� 111 l_I PROJECT No. ENTRY Q 2001026.00 ilk 111 � GARAGE STORAGE '" o DRAWING TITLE 9 J F \ —_ _ BUILDING ../ r_J 1PSI \ s1I \1 in SECTIONS 0 I LEVEL I - / \ - - - - - 81 I \ I / �— n I i j i i —/ 7 rJ 4J-.y, rJ 1- SCALE' 1/4'•1'-0' \"r--L-1-i / J Lr a J // L__J L- SCALE:6T • I2' -] L-H--.J i (5)TREADS at II' � VERIFY W/FIELD U SHEET No. Q CONDITIONS al 8 b r BLDG 3 I_LI g a OD SECTION- UNIT CSE c-i) SECTION- UNIT A-N (IA-S SIM.) In A70 . 10 1 GGLO ARCHITECTURE & INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". F1ROP. MIN.22'X30'FLUSH MOUNTED LINE TYPICAL ROOF ASSEMBLY PROP NOTE - ALL PL`s ROOF S1-1EATHi 4G ATTIC ACCESS PALL NOTE - ALL PLY.ROOF LINE WITI4IN 4'-0' OF PROP.LINE REQUIRED SHEATHING WITHIN 4'-0' of TO SE FIRE RETARDANT TREATED. NO -MANUFACTURED P-LAM TOP LATCH RELEASE BENT INWARD, PROP LINE REQUIRED TO BE EDGE NAILING ■ SO PANEL REMAINS IN 'CLOSED' FIRE RETARDANT TREATED OPENINGS ALLOWED- (-1 • Ste, TO MATCH COUNTERTOP, POSITION CLUE 4 SCREW TO PLYWD BASE ■ EDGE I�lACLING / / 20 xi N _,,..... 1 - ACTURED TRUSS — ( , �j� taw sTRUCTURaL T I TYP.ROOF I, CONT.BLOCKING PER STRICT. SEE SCHEDULE ROOF TRUSSES tl!/5/8' TYPE 'X' 3/4' PLYWOOD BASE I EXTEND I-HR WALL TO UNDERSIDE •4 WiTH(2)3' SCREWS • 12' OTC. A, usenummem iiim maimmumffin ii / of SHEATHING GWB BOTH SIDES (SEE ASSEMBLIES,W3) :..►- ` SIDING OVER BLD'C*.PAPER OVER P-LAM COUNTERTOP 5/S TYPE X GYP 51-IEATHiNG T 3%%4`/►i1Tl 1! iINA!i 1.1./.1/././ NAILER As REQ D � ,Ik!Pi L. .al A. AL. Ah,.. Wii SOLID i./i.1✓Vf\11�5.if ` ��. � � ;uaamcvs '.........,......:... ........ .:....; -. -,=:w .... ..>..: .. .. � -ten + TYPICAL INTERIOR WAIL (WI) VERIFY RCXIG14 OPENING SIZE wol I WITH MA PACTURER • :Erg =.� TYPICAL ROOF ASSEMBLY I AT SIM. ROOF TRUSSES WIN 5/8' TYPE 'X' ►�, 1 LAYER 5/8'Gwe TYPICAL INTERIOR WALL I) �' G BOTH SIDES PARTY WALL ►�, I (SEE ASSET•TeLIES,W3) SEE FLOOR PLANS �-�: :: INT.PLt�ING WALL (W5)jr 1 +t WALL ASSEMBLIES 1►� FIRE BLOCKING • 10'-0' 0.c. GGLO It HORIZONTAL AND VERTICAL IP W3 Architecture and Interior Design Limited Liability Company ATTIC A SS 1OO ROOF '1/21•1'-0' STEP 1 .1 PARTY WALL ■i -0 AT KITCt-4EN 311•1'-0' Seattle asPhington 98112074 20 (RY6-0003) 16 (R>=4-m00a) 12 S AT (RY1-0001) ((IN5-000u Phone: (206) 467-5828 NON-RATED ROOF Fax: (208) 467=0627 PARTY WALL. PARTY WALT. �sEE DETAIL FOR MORE ,.15, SEE FLOOR PLANS 5/4X RAILING CAP ,�, ,,, CATION : AND WALL ASSEMBLIES WIT14 EASED EDGES,PAINTED <1';' ID` '1 ATTIC VALLEY FLAS�ING ��►� _ 81 OA �� ALAN GRAINGER �� \ i DING PER ELEVATIONS EDGE NAILING �►•, V LAP BUILDING PAPER AND SIDING OVER FLASHING UNIT ►��' UNIT PREMANIIFACTURED TRUSS TYPICAL - �� 1 �� 40 cam METAL COUNTER FLASHING, �' T T T T PER STRUCTURAL RAKE +/::/ / / bill ► ►�'t LAP OVER TOP 81 11∎ZILE COURSE. '" : . ► : — �� SEATTL.F, WA ffitif.Ty_ ROOF Ti�USSES W/518' TYPE 'X' 5 2X4 PLATE,ATTACH PER STRUM GUI3 BOTH SIDES .CONTIt`IUOUS METAL FLASHING ,. P i i ( � ASSEMBLIES,W3) 'INSTALL PR WR2fTTCOM. ,� L 1 1 l 1 .�_ •; . � .•,= - : TYP SASE TRiM TYPICAL. INTERIOR TRIM CP NRCA MANUAL ► _,r ' (2)2X4 TOP PLATE — :. 4 , ASPHALT CsiT1oN Roof �, ���, �= R-21 SATT INSULATION WOOD LOUVERED r,' li SHINGLES SPECIFICATIONS ► TYPICAL INTERIOR WALL INC•�J-E PER sPE . q !∎: VENT,PANTED ►.: > ►-� ' ATTIC SCREENED 016 MN. — --- -- - SEE FLOOR PLANS ®.� "WIC I CONT.PLYWOOD AT PARTY WALL AND WALL ASSEMBLIES E•, N UNIT SWEET AO0.Zl� 2 „...._•114-0 � JOISTS 1 X 2 TRIM � JOISTS PERPkr1D IST PARALLEL , / :ate TTTT• . — TO TO WALL NAILER AS REQ D FOR UAL. FLOOR WALL '` PLYWD.SHEATHING tt ASSEMBLIES__..... a 11110.-....-� f ALLOW OPENINGS iN gHEATI-LING WEATHER RESISTIVE BARRIER TYPICAL ROOF ASSEMBLY CONT.FLASHING A AS SPECFIED. TURN UP VERTICAL ! -: 1. .A. ..a 1 LAYER 5/8'G1 3 AT LEAST AS BIG AS THE AREA of = J ', - PRE-FA8 TRUSS THE LOUVERED VENT. �� WALL MINIMUM 4 PARTY MALI. (W3) _ ►� FIRE BLOCKING • 10'-0' o.c. SEE FLOOR PLANS 'W-1"-, ' * ='�,0 ►� UNIT ► HORIZONTAL AND VERTICAL ROOF SHEATHING PER STR UCT. .. . t WALL ASSEMBLIES �� FIRE BLOCKING • 10 0 o.• �� HORIZONTAL AND VERTICAL b! r st . 4 PARTY WALL l W3 l' II TP. PLASHING 3'■1'-0' ROOF/WALL 6 LPC STEP i'■1'-0' ROOF VENT DOMER M.Th. 'ARTY WALL/ffLOOR 1'■1'_0' 'A ® TiAL WEIC -4T WALL 3'■1 -0' Quail oil o w 19 RV4-0002 (RF4-0011) (RY3-0003) AT TOUJN4OMES (W2-0003) IN5-0004 4 PARTY WALL PARTY WALL 4 PARTY WALL PARTY WALL. 4 PARTY WALL PARTY WALL South / i_ :...._.-:-.--_-.2, i SEE FLOOR PLANS SEE FLOOR PLANS SEE FLOOR PLANS SEE FLOOR PLAN AND WALL ASSEMBLIES(W3) —� AND WALL ASSEMBLIES(W3) �,1 AND WALL ASSEMBLIES Y FOR WALL LOCATIONS SIDING PER ELEVATIONS - — '- TYPICAL E:TESSEMPLARINO:WALL Townhomes LAP BU1LDiNG PAPER AND � ,: I SEE OOR,, SIDING OVER FLASHING �� ,r,. �„ �� ,T : , .<.. . AND WALL IE8 j,��Tn� reward, UNIT '': I UNIT ' T �' •r STEP T • TEP ME F fNG _ � •� AL LASH ■IIIWO 7 Awl i INSTALL PER WRITTEN RECOM. O TYP.FLOOR „ ►f-. . ►.,� 1 OF NRCA MANUAL `A (2)2X4 PLATE `o (2)2X4 PLATE ►i 2X4 PLATE,ATTACH PER STRUCT: SEE SCHEDULE SEE SCHEDULE ± ► f . ,.•� .•��� •� •� � 'Tigard, Oregon _ ATTACH PER STRUCTURAL ATTAG�PER STRUCTURAL :'.,� _ - 8 g ASPHALT COMPOSITION ROOF 5/8' TYPE 'X'Gt1JB �� for g 9 . • SHINGLES PER SPECfPiCAT10NS TYP.SASE TRIM TYP.BASE TRIM EACH SIDE OF RIM JOIST ►t TYP.BASE TRIM C' ; •.I SIDING PER ELEVATIONS � 10-M1' �.� I :;�► �� Brownstone Homes, L.L.C. A RESISTIVE ► i ;WE THER RE tiVE BARRIER . 1I,r i ,�. ► �.. 1 CONT.SEALANT,TYP. AS SPECIFIED. TURN UP VERTICAL -� W 6--ALL MINIMUM 4' .►� ►� tillig�a•. itit via---11-rob-mirilkur—iibl i.. DRAWING ISSUES: DATER ' �� ►� taw.PLYWOOD AT PARTY WALL `'s� 2X1 INSIDE CORNER TRIM _-�N. 2 .-+ viii ,- TYP•FLOOR ASSEMBLY �. .:..r.� TYP.FLOOR ASSEMBLY ' a ��� —1►1 SEE ASSEMBLIES SCHEDULE r� �,mi�u.�.i f SEE AE�SEMBLIES SCHEEDULE 1P�►.. ;ATI' �TICN OVER GARAGE • .el , di-- • . -411110 r- 2'MN. ROOF SHEATHING PER STRUCT. _►� -� r ,,, JOISTS PERPEND. CONT.SEAL Tl'P .. *ISIS PARALLEL SEE FLOOR ASSEMBLIES - TO WALL O WALL -7 , ►�' 5/8' TYPE 'X'GW 3 :0� 5/8' TYPE 'X'GWB NAILER AS REQ'D , 1X3 TRIM �` -�° T ATION 4i,S ►�: = ►�' ria0 .: Z , A SIDE ELEY►•0 `1111 RfM J013T PER STRUCTURAL.. ►r ` RIM JOIST PER STRZUCTUR ' i: ,-�; `° �-� FIRE31.00KING • 10'-0' o�c. PREMAI�,PACTURED ROOF TRUSS �i� • PER STRUCTURAL ►.' • -�� .r_ � HORIZONTAL AND VERTICAL -. { FIRE BLOCKING • 10-f o.c. r 1X4 TRIM BLOCKING AS REQUIRED �� AT GA1•?AGE/CLG.FOR 1HR HORIZONTAL AND VERTICAL PLAN VIEW AT FRONT ELEVATION / l' ILI' If Jr Lie Jr (1 LAY1®R OI14ER LOCATIONS) ip W3 iir :, TY . LS i�C 3'■1 -�' �ALL/FLOO LhG STEP■. _ ' U � � / � ®O � S " � 1'- ■ ' � � .�/ � �® 1 -0' IN 4 OUTSiDE 11 '■ '-0'1 S RY4-0001 1 (Wi4-0005) 10 (W14-0006) TOUJNI-4OMES (W12-0004) W 5-0009 o. _PARTY WALL 4 PARTY WALL 4 PARTY WALL g PARTY WALL WALL TYPE PER PLAN r S FLOOR PLANS PARTY (UJ3) PAF►t1'WALL(W3) SEE FLOOR PLANS 1.� , � Rte L -AI~7TY uu�ll (W3) I' 4z ttt4U.A& M8L E8 G�j�.� AND WALL ASSEMBLIES SONS. DATE: SEE FLOOR PLANS SEE FLOOR PLANS � ,.�,:� ,:, 1�• 11►-- ■► I' _: AND WALL ASSEMBLIES -, AND WALL ASSEMBLIES _ '► :IN DIM.vaRl WIN FLOOR SLOPE • II I ;.∎1 FIRE BLOCKING PER WALL TYPE /� FiRE BLOCKING PER WALL TYPE d .'I I I � -�: SPACED EVERY 10 LF MAX. SPACED EVERY 10 L F MAX UNIT I I II ti � UNIT f �� ( P'' 881E TI�E�JED P!.►�'T'E t� )J 0■■4 4 . I . �6 1 0 t� TREATED PLATE � = . � �: � • •; . .. . .' . .' v . �b �p W. to ���= - 2 oouoovowoovoovoova ohodo. 1 ' TYP. INT.WOOD BASE o ;►� INT.B IM A A ao«�°oo�000�om :•$ . I a- ,..-.0 2 T1'P. ASE TRIM PRESSURE TREATED PLATE _ �� P.1.PLATE 5 o ovo oUO ovo ovo o- 0 00. AT OPTIC I6 ANCHOR BOLT PER S 1 r 1 T. •:� �-- - �� 1�.1. PRQJECT NoAND oo °o ��oo��JJ'' 0 ` ogoo�0••00000000000••ooe.i IN I �► 1/2' EXPANSION o�s�° o o oc� o o� .�►� P.T.PLATE EXPANSION JOINT AT -- ,i MATERIAL ri �(A8 �, 2001020.00 i I I i I 4 ON 2 X ' I%AT WALL TYPE) ��' EXPANSION JOINT AT t!! . 1 SLAB PERIMETER TYP. o . JJ,. ii - I *SLAB PERIMETER► II _:. 1.1 .: . i tYP. � . . . CTE SLAB PER ST` UCT.Z 3 �. �► <1 rd j� � � � .�I I I° � DRAWING TITLE 1 N. u° 0.00.0o•O.. •o..° o. , DETAILS 3 3 1 a II jj oO�OO�oOo�o��•000�00�' t1. 000 000 000 00•-00 00 0. : ; d ! II � 4 H I ICI .. � .. .. iJn Q _ .�•.. .�..; ; ..�:Z • Q O oV0 oU0 oU0 oV0 oC)• f oU0 oV0 oV0 0�0 oU0 oU0 Q PO o•TV:0 0 oV0 0U1'•••••`• O•••�••''�•• ••• O •• •• ••, TYPICAL.SLOB>�4 131..Y • O O O I + O' o� o °0Oi.o•°(�/ © III III 1op . °� ° . CP CP C�'o(�'01 oCY'oCPoCPoCPoCPaC . oCPoC1'o1 )- TYPICAL sl.AB A186EM8l.Y M� O.O o•O o•O o•O o•O O.O .•o �O O o,.�,,Q�.d,.�o�.,�o• " o o"^0 0 0 1)—o 0 0'�r-o _ ■o O o O o O o O o O o O o O o O o O o O o 0�0 o O o O I I I_ 4 000 o^�o Oo o�� O • p p p ,o I Hi I I ►••••O O�OCT•�;OCf) • 000 000 00TO 0 000 o0C O o00 oO0 000 000 0 00 000 000 oO0 000 000 ■O o00 000 000 000 0< �••••C�J;C O_�••�°O(J;•�, O Ov O�OV OL/ OlJ O.• 1 _o o .• �• .• �• �• . �• �. �• . .• Wiz. -• . -- • 0 o o c • ,° _I j J R-B RIGID INSULATION •':-:- �'oCPOCJ'oC�'oCPoC �► 000 000 0 0 0 0 0 0 0 0 I I ' I DAMP PROOFING h��h'�3RAt O O O O Da . ����� �.- O o O o O o O o O o —� t {�'..n I— • PERIMETER M 24' — �_ >00 O o0 O o0 O o0 O o0 O o0 C - _. . d 4 4 ° • d d - SCALE: AS NOTED d d TED _I I I I I I HEATED SPACE I I - _ -I _ I _ I III= H-1_1 I Ila •• IrG PER a a I a I d 4 I I ••TNG PER SMUCTURAL SHEET No 1 ® - . _ FOOTING I 4 �—I I d a I II ° a a FIG. PER STRUCT. -° a d a • - FOOTING PER STRUCTURAL 1 I I I I I I I I I I I I I I I- EU 1 B Q .......) I et , . I I 1 � , , 1--I I I I i I 1 1 1 I I I 1111111 I I I , , 1 , 1 1 1 1 1 1 , , 1 I I I I I I I I I 7 I CO N LA / WALL CONNECTION ' - • LA I WALL 6 L G STEP 1'■1 '-0' SLA / WALL CONNECTION • SEA S/ WALL CONNECTION 1 ■1 -0 SLAB / WALL ' LID STEP 1..1.-..,, 0 o 2.-4 • 41110 e 0 2(F0 4-0007) (FD4-0003) (F06-0001) V J C c.t a GGLO ARCHITECTURE Sc INTERIOR DESIGN. All rights reserved. Not to be reproduced without permission. Original sheet size 24"x36". SIDING Ali 1 1 .,..-7- --WEATHER RESTRICTIVE BARRIER N. SQL. WEATHER RESTRICTIVE Art°IrAGN STRINGER TO WALL f CI . A I TO COUNTER >- i i � RR ER MIL TER / R.ASHIi4 W/SEALANT III MIN. 2X12 WOOD TREAD 11 GA HOT DIPPED GALV.ANNULAR 111111�I� ATTACH S1RINGER TO��4M RING SHA1�C NAILS i •• 1- NOTE: WOOD EXPOSED TO Aiii 4 MIL COUNTER FLASHING 11 --. --� iL .. _ _ !T0 TR WODD NATURALLI'o =aim —�CE 1X11 WOOD TREAD APE R ►�D LEVEL 2 18 0 0 ii FOR MORE r.,o,0 0 °" "0 . INFORMATION acs r - 11/2'MIN.CONCRETE TOPPING SLAB RIM JOIST II 4X112 STRINGER ado WI FIRER MESH b , NON ASPHALTIC PROTECTION LAYER 2x4 STLq� WALL VENT SCREEN III HEAT WELO _ 4X4 WOOD INTERMEDIATE SUPPORT li [IIII-- .411g10111 PYC 4X12 STRINGER AT 5'-0' OTC.MAX.WITH GALV. -� Ix TRIM -- COLLECTION PER STRUCT. iii \4/ 2 —. ►�' LINE OF SHEAT�IING a ° .* TTTTT11_ S1C)1NG BEAM ,�' 2 ,�� .a . . 1/2'MIN.DRIP EDGE f ' - - 1 STAIR STRINGER GGLO MIN. k a -- 1 111 1 11 11 III 11 Architecture and Interior Design Limited Liabilit Com an Y P CONNECTION TAI 2XI2 WOOD STAIR TREAD 1301 First Avenue, Suit e 301 TECK TO WALL 1545E 3'■1'-0' STAIR 1'■1'-■0' STAIR 1°■1'-■0' i'■1'-0° Seattle, Washington 98101-2 074 2� 16 v51-0006 / (v51-0003) 4 Phone. (206) 467-5828 FLASWINC (FR ONT POCI-4) (F3ACK PORCH GUARD IRA I L MAN RA I L Fax: (208) 467-0627 i' 2X6 CEDAR RAIL CAP DRIP AT TTOM NOTE: WOOD EXPOSED TO WEATHER GO ARe RIP KERF Bo TO BE PR ESSURRE TREATED OR • 5°N414 SIDES r ∎ TYPICAL EXTERIOR J ..ri� T1'P CAL EXTER oR WALL WOOD NAUTUR?ALLY RESISTANT TO `�, ,� -� SEE FLOOR PLANS DECAY,TYP. �� GRAINGER '� WOOD TOP RAIL IWi AND WALL ASSEMBLIES ALAN GR SEALANT,TYP: I cello 1 —'- _ r 2x2 PICKETS -� P cKE s O�. 4x12 STINGER �, MAX.SPACED 80 A 4' • ::r — w/(2)1/2 DI A COLT TO ANGLE �� 6C--- 1X6luC3 . �- CANNOT PASS �� . A 1 1 C THtROUC H P TRIM TYP. , DRIP D�AT BOTTOM,BOTH#SIDES l o o a 2X12 WOOD STAIR TREAD f 11/2'MIN. r 1 TURN RAIL TO WALL ',�,A, SEATTLE, WA 1 (\!1 1 No I iz'I I �, AT EACH END 14h, 1t5) WOOD EXPOSED TO I I I I _ AT TO --''- \ 1-1/2' • WOOD WEATHER o- o Jul::-o PRESSURE TREATED OR i -1X4 WOOD TOP RAIL HANDRAIL I I V WOOD NATURALLY I 1 I 1 Q . .. L _ - .MAX, STD rim RESISTANT TO DECAY � � � 2X2 PICKETS AT 5 1/2 O.0 in in TYP. R SPACED SO 4' SPHERE v a BRACKET NOTE: 1 1,2'MIN.CONC.TOPPING I 2X6 TOP RAIL CANNOT PASS TIC a a 4 . © a Q d g YER PROTECTION BD. o SEE SHEET A0020 I 'V ER WATERPROOF I I I I ALIGN W1TI-I FACE OF TRIM a �O� WALL AND FLOOR MEMBRANE OVER PLYWD. SHEATHING I I 2X2 PICKETS C7 SPACED So 4' SIPHERE NOTE: °. • °.c 4 4x4xV4x�6" ANGLE W/(2)5/8" DIA x4" SOLID BLOCKRNG ASti ��� 5 Al 1X4 WOOD BOTTOM RAIL CANNOT PASS THROUGH WOOD EXPOSED TO WEAT�#ER EXPANSION BOLTS TO SLAB �- EACH SIDE - - - - - (� �- 1\ TO BE PRESSURE TREATED OR --k_ _Ni .4X4 POST BELOW WOOD NATURALLY RESISTANT TO \ DECAY,TYP. SLOPE ��{':1'-m' 4' CLEAR MAX. 10 �_ 0.- T1•II SLAB D EDGE GRADE w/ \ ;00 PLAN VIEW // ,z/ CONT.GALV.METAL NOTE: GUARDRAIL NOT SHOWN FOR CLARRTY i: • DECK EDST _ 1 u a� ow__ $Ø1L AIL 1 / � �1'-e STA1 2x4 SPACED DECKNG CONNECTION 1'■1'■-0' t"T4�� AIL DETAIL 6' • 1'-0' (IKS-000a) SEE FLOOR ASSEMBLIES(F1) �TY v_N) (v51-004) v52-0003 4x4 WD. INTERMEDIATE ill SUPPORT • 5'-0' O.C. W/GALV.COLLECTION RXR2 SKIRT BEYOND S o TYPICAL. EXTERIOR WALL �,�--1X4 WC01, BOTTOM RAIL EACH SIDE P1.Yiu00D !�!/ vz' CNAh11=ER 2' CHAMFER l�•ui SEE FLOOR PLANS ( • EDGE �ki AND WALL ASSEMBLIES 1 =� ;I MIC LAM JOIST OR R30 1x10 IM uth I ,� TRIM BAND ..., Townhomes � NAILER SEALANT • TOP OF ' 1 2X6 PLATE ~ 1 - L CEMENT s EMEN Bo 4'1 4 CLEAR,MAX. LEA R► SIDING OVER WEATHER j►� ` _ \. _I-.J RESISTIVE AIR . FLASHING, 2x4 P.T.PLATE - �►. EXTEND UNDER ✓J ' L. ✓J 17 1 UNIT �4 BUILDING PAPER,PROVIDE (X ,� TYPE `X GYP ADD L LAYER OF BLDG PAPER Zi Tigard, Oregon SHEATHING BOTH SIDES ��il UNDER WOOD LEDGER DECK FRAMING a ' g S STRUCTURAL_sic_ - PER TRN,1c RAN. I I I W\ <-,- ;.' �'' DECKING 4- Brownstone Homes, L.L.C. I I FOOTING �j; SEE FLOOR ASSEMBLIES 4X4 woQp INTE gLe UPPORT � 1x12 SKIRT BEYOND :0 1 a AT 5 0 OTC.MAX, LV. r 1 II \ gJ DRAWING ISSUES:S TR'L_4 2)3\ i %vLf; 2 CAR ' 1.DESIGN DEYELCfi�MENT S I r — H � I � MTL FASTEi�R PER 2•DESIGN DEVELOPN"IENT- �oUND 2 Z/IS1100I _ a E_. MTL�.FASTENER STRUCT. 3.BLDPERMIT APPLICATION 9/2001. . .. . ... . . BEAM , © 4 j 2X11 PRESSURE TREATED LEDGER ° BLGICKING AS REQ`D 518 GL 4. 5. a 4X4 POW HEADER a. •. • a .© I� SEE PLAN VIEW DETAIL 15/A80.03 STRINGER 6. I STAIR SECTIONS 4 SEE R 4‘-- FOR TREAD AND BRIBER I. INFOI�"1ATION. a F'OCW DETAIL UPP ' ST4I LANIN C 11/2(Y' • 1 -04)'SECT IOM 1 z' ■ i'- ' EXT. ALL AT DEC 1'■1'-®' EECK C U4AIL 1 112 • 1'-®' STAIR 1 1/7' • i'-0° 9.0, 15 10.�� lDK2-0012) (DK3-0020) / (v52-0001) D 11. TYPICAL EXTERIOR ViALL LLI 1010.---...milli SEE FLOOR PLANS ._ REVISIONS: DATE: I AND WALL ASSEMBLES 1x12 SKIRT BEYOND �: � i ° ►m, 5-� 1 1/2' CONCRETE TOPPING SLAB ►•I 2X6 PLATE I a SEE STAIR CTION ILI : �;, 6 TREADS 10' f , , 3° :►�, l9 MINJ (Y. NON ASPHALTIC PlROTECTION LAYER `� FLASHING, UNDER - UNLT �,; BUILDING PAPER,PROVIDE II ��i ADD'L LAYER OF BLDG PAPER • = •� PVC u��1:1 j UNDER WOOD LEDGER VERIFY W/FIELD STRINGER ASSEMBLY PVC COATED METAL ,►,1 CONDITION l.�1 PROJECT No. +11 ZINC PLATED PANCAKE HEAD SCREW, ► 'k-- 4 up■-_,„„gif • T....; / kill. 1 c et 2001026.00 ' DM SKIRT BEYOND 1 . � �!, � ` � � I � 2 X 6 Pt SILL �, _ , MIN.2 HEAT WELD I W DRAWING TITLE 11111“1111.11 A/ _ STRINGER ASSEMBLY 8 � ,a 4r. DETAILS - CONTINLIIOUS CLEAT ` �' Of ao 1- -- I. �i.`' .80.0 _ �►` -- 5/8 GWB DECK FRAMING .i e _ _ I 1 y- 12 GA HOT DIPPED GALV.ANNULAR z ��� ',1 t r 1 '- a ° . L . FASTENER RING?HANK NAIL .8' O.C. —'�� �; f a MTL. -4-74- - - i . � • ,00 J L :° dd c • ► r MICRO-LAM JOIST OFF-- i �----' CALF: l---�, NAILER s AS NOTED .,; POST —'r 2X A °� ��,1 PRESSURE TREATED LEDGER FLOOR FR4 w1N s - LIN+ OF SHEATHING '�;i 2 X BLICG SHEET No. �d1 — i- -1 ►�I; _/ SEE STAIR SECTIONS �, Diu. (;)0•B 1 _ INFORMATION. AND RISER --) @ r `-i co .. STAI S CTION 6 1/4'•1'-•0' STAIR 6 CONIC. SL4 11/2 1 0 TAIR DETAIL. 11r� ■ 1 0 . D O< EGE PL.ASHI�IC °■1 _0° XT. WALiL. A°� 1'.1 _0° SACK . ,_ ,_ °DK2-0002 DK2-0013 9 v53-0001 ��'��� 0 v52-0002 IB 124 04 41111=111111 ' Ww aaflum,WOAD 6 sainnaVa naalun. an owns KOWA VIM. nun w UV avpcuuuwu wauaulC ya.,uaS+un. vo$u°a6 MOM mw Of LOU • CSTRUCTURAL NOTES SHEAR UJALL LEGEND DESIGN CODE: SAM FRAMING LUMBER: SEE SCHEDULED INFORMATION FOR EACH APPLICABLE SYMBOL SHOW. UNIFORM BUILDING CODE, 1991 EDITION, STATE OF OREGON 1998 EDITION STRUCTURAL 1. ALL SAWN LUMBER SHALL BE KILN DRIED, 15% MOISTURE CONTENT, PPL GRADED IN ACCORDANCE ONE HOEDOWN IS ALWAYS 70 BE LOCATED AT EACH END OF EACH SHEAR WALL SPECIALTY CODE WITH WCLIB RULES. THE FOLLOWING GRADES SHALL BE USED UN.O. STUDS, JOISTS, PLATES, HEADERS, BLOCKING NO. 2 AS INDICATED BELOW ("HD`) UNLESS NOTED OTHERWISE. HOLDOWVS MAY DESIGN LIVE LOADS: BEAMS NO. 1 OR MAY NOT BE INDICATED BY A DOT (AS SHOW BELOW) ON THE PLANS, ROOF (SNOW LOAD) 25 PSF POSTS NO. 1 FLOORS 40 PSF WIND 80 MPH (EXPOSURE 8) PLYWOOD GWEATNBkw 4 EXTENT OF AL- INDICATES SHEAR WALL TYPE SEISMIC ZONE 3 1. ALL SHEATHING SHALL 8E C-D WITH EXTERIOR GLUE, APA RATED WITH THE FOLLOWING INDEX: HD v�SHEAR WALL v- INDICATES HOLDOWN TYPE A) ROOF SHEATHING 15/32' 085 INDEX 32/16 UNLESS NOTED OTHERWISE FOUNDATIONS, B) FLOOR 3/4` T4G NDEX 48/24 ., T HD ON THE PLANS. 1. MAXIMUM DESIGN SOIL BEARING PRESSURE = 2000 PSF PER GEODESIGN, INC. SOILS REPORT DATED APR 30, 1991. C) WALLS 1/16" INDEX 24/16 2. FOOTINGS SHALL BE POUNDED ON FIRM, UNDISTURBED SOIL OR ON APPROVED STRUCTURAL FILL. 'T• - ^7T I L 3. STRUCTURAL FILL SHALL CONSIST OF CLEAN WELL-GRADED SAND, SAND AND GRAVEL, OR CRUSHED 2. FLOOR AND ROOF PLYWOOD SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS 1+ IF W ROCK, AND END JOINTS SHALL BE STAGGERED. 4. THE STRUCTURAL FILL SHALL BE PLACED PER GEODESIGN, INC. SOILS REPORT. 3. BLOCK ALL WALL SHEATHING WITH 2 x 4 BLOCKING AT ALL UNSUPPORTED EDGES. 5. SLABS ON GRADE SHALL 8E INSTALLED PER GEODESIGN, INC. SOILS REPORT. IIIII 6. ALL FOOTINGS SHALL BE A MINIMUM OF 2'-0" BELOW LOWEST ADJACENT GRADE. 1. BOTTOM OF FOOTINGS SHALL BE STEPPED FROM ELEVATION TO ELEVATION AT 2'-0' HORIZONTAL TO NAILING AND PASTETE:RS, 1'-0° VERTICAL STEPS OR SHALL BE SLOPED NOT TO EXCEED 1 VERTICAL TO 4 HORIZONTAL WHEN I. ALL NAILS SHOWN OR CALLED FOR ON THESE CONSTRUCTION DOCUMENTS SHALL BE COMMON WIRE /� III G G L O APPROVED BY THE ENGINEER NAILS WITH THE FOLLOWING MINIMUM PROPERTIES: SHEAR WALL SCHEDULE (SEE NOTES I 42) Sd - 0.113' DIA. x 2" LONG Fyb = 100 KSI Architecture and Interior Design Sd - 0,131' DIA. x 21/2' LONG Fyb = 100 K81 ' FASTENERS Limited Liability Company CONCRETE (CAST IN PLACE): 104:1 - 0.148" DIA. x 3' LONG No = 90 Ksl e WALL INFORMATION SOLE PLATE RIM JOIST A. 8. COMMENTS 1301 First Avenue, Suite 301 I. ALL CONCRETE SHALL BE NORMAL WEIGHT AND SHALL DEVELOP A MINIMUM 25 DAY LABORATORY 12d - 0,148' DIA. x 34' LONG Fyb = 90 KSI Seattle, Washington 98101-2074 CURED COMPRESSIVE-CYLINDER STRENGTH OF: I6d - 0.162' DIA. x 31' LONG Fyb = 90 KSI 4410 GYP. SHEATHING ON 130TH 16d COMMON • 16d 0 6' O.G. I/2'0 A8. ® SEE NOTE Phone: (206) 467-5828 3000 PSI FOR FOUNDATIONS AND INTERIOR SLABS ON GRADE 4 ALL OTHER CONCRETE 'a' SIDES W/ 6d COOLER NAILS 6' O.C. INTO (TOE NAIL) 48' O.G. "4 BELOW WHEN NAIL SUBSTITUTIONS NAIL VALUES.ARE DESIRED THE SAME MINIMUM PROPERTIES SHOWN ABOVE SHALL APPLY Fax: (206) 467-0627 2. CONCRETE, FORMS, MIXING, PLACING AND CURING SHALL CONFORM TO ACI MANUAL OF CONCRETE a 1" O.G. � ALL SUPPORTS SOLID FRAMING (EMBED 1') PRACTICE, LATEST EDITION, AND SPECIFICATIONS. TO SUBSTITUTED NAIL VALUES. 3. CONCRETE SHALL HAVE A MAXIMUM SLUMP OF 4 INCHES. WHEN STAPLE SUBSTITUTIONS ARE DESIRED AN IGBO REPORT SHALL BE PROVIDED TO THE ENGINEER. 1/16' PLY. (MIN) SHEATHING SIMPSON A35F SIMPSON A35F 1/2"0 AB, m SEE NOTE • 4. ALL BOLTS IN CONCRETE SHALL CONFORM TO ASTM SPECIFICATION A301 AND SHALL BE OF THE SIZE. THE REPORT SHALL PROVIDE THE FOLLOWING INFORMATION: B BOTH SIDE WI NAILS B A 8'o.c. INTO " E 6'o.c. 12" 0.C, "3 BELOW 6969 S.W. HAMPTON STREET 5. CONCRETE ON THE PLANS.0 WEATHER SHALL HAVE 5q AIR ENTRAINMENT. EGA G STAPLE GAUGE, CROWN WIDTH,LENGTH AND MATERIAL PROPERTIES AS WELL AS ALLOWABLE LOADS 3' O.G. EDGES 4 12' O.C. FIELD SOLID FRAMING (EMBED 1') 1/16" PLY. (MIN) SHEATHING It'd COMMON A 16c1 3" 0.C. I/2"0 AB. FROELICH FAX 624-9770 6. SPECIAL INSPECTION IS NOT REQUIRED POR 3000PS1 CONCRETE MINIMUM FRAMING NAIL SCHEDULE SHALL BE PER UBC TABLE 23-II-5-1. C ONE SIDE WI NAILS 44 4' 0.G. STAGRD. (TOE NAIL) 32" O.G. CONSULTING 2313W SC/4510U£LOOP SUITE 0 6' O.C. EDGES 4 12' O.C. INTO SOLID (EMBED 17 REINFORCING Ste,,, 2. NAIL HEADS AND STAPLE CROWNS SHALL BE DRIVEN SECURELY FLUSH AGAINST SHEATHING PACE. FIELD FRAMING ENGINEERS INC 641;383-1828 FAX 383-97696 I. REINFORCING BARS SHALL BE NEW BILLET STEEL AND SHALL CONFORM TO: NAIL HEADS AND STAPLE CROWNS SHALL NOT BE OVER DRIVEN AND SHALL NOT PENETRATE 1/16" PLY. (MIN) SHEATHING I6d COMMON 0 SIMP. A35F I/24 AB. ® t ASTM A615 GRADE 40 FOR ALL REINFORCEMENT SHEATHING FACE. D ONE SIDE WI NAILS * 4' O.C. 3' O.C. INTO o 12 o.c. 24 O.C. 2. REINFORCEMENT SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH ACI CODE 318 3. SHEATHING NAILING SHALL SE AS FOLLOWS: EDGES 4 12' 0.C. FIELD SOLID (EMBED 1') AND ACI MANUAL 315, UNLESS OTHERWISE NOTED. ALL REINFORCEMENT SHALL BE FREE OF A) ROOF SHEATHING: Sd AT 6' 0/C AT ALL SUPPORTED PANEL EDGES FRAMING LOOSE MILL AND RUST SCALE, OIL, DIRT AND COATINGS OF ANY MANNER THAT WILL REDUCE ad AT 12° 0/C AT ALL INTERMEDIATE SUPPORTS 1/16' PLY. (MIN) SHEATHING SIMPSON A35F SIMPSON A35F 1/2'0 AB. to BOND. ALL REINFORCEMENT IS CONTINUOUS WITH ADEQUATE LAPS, 8) FLOOR SHEATHING: GLUE 4 NAIL W/ Sd RING SHANK NAILS E ONE SIDE WI NAILS e 3" 0.G, @ 12'o.c, INTO o 12°o.c. 16° O.C. 3. REINFORCEMENT SHALL BE SECURED IN FORMS WITH SUITABLE TIES AND ANCHORAGE TO PREVENT EDGES 4 12' O.C. FIELD SOLID (EMBED 1') DISPLACEMENT. BARS ADJACENT TO EARTH SHALL SE SUPPORTED BY CEMENT MORTAR CUBES. 6' O.C. AT ALL SUPPORTED PANEL EDGES FRAMING 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: 12' O.G. AT ALL INTERMEDIATE SUPPORTS - 1/16" PLY. (MIN) SHEATHING SIMPSON A35F SIMPSON A35F I/2"0 AB. A SEE NOTE 'OD PRtyca A) CONCRETE CAST AGAINST EARTH 3' C) WALL SHEATHING: BLOCK ALL EDGES WITH 2 x 4 FLAT NAILING INDICATED ON F W/NAILS A 2" O.C. EDGES m 6'o.c. INTO m 8'o.c, 12° O.C. I"3 BELOW K# % B) CONCRETE FORMED AND EXPOSED TO EARTH OR WEATHER Ii2' DRAWINGS. NAIL PER SHEAR WALL SCHEDULE. 4 12' O.G. FIELD SOLID (EMBED 1') �9 OQIN 'D 5. PLACE 2'-0' x 2'-0' BARS AT CORNERS AND INTERSECTIONS FOR WALLS AND FOUNDATIONS EQUAL IN 4. ALL BOLTS AND THREADED RODS SHALL BE A301. ALL BOLTS AND THREADED RODS SHALL Be FRAMING , ! 16,472 SIZE AND SPACING TO HORIZONTAL REINFORCING. PROVIDED WITH NUTS AND WASHERS AS REQUIRED. STANDARD WASHERS SHALL SE PROVIDED __- t• t I 6. REINFORCEMENT SPLICES, SHALL BE 32 DIA. (24' MIN.) LAPS. AGAINST ALL WOOD CONNECTIONS. NOTES: / • I 1. UNLESS OTHERWISE NOTED, DOWEL CONCRETE WALLS TO FOOTING WITH BARS OF SAME SIZE 4 5, JOIST HANGERS, HOLD DOWNS, AND OTHER FRAMING ACCESSORIES SHALL BE MANUFACTURED V 1. SEE STRUCTURAL NOTES FOR NAIL SUBSTITUTIONS. SHEATHING TO SE FASTENED OREGON SPACING AS WALL REINFORCEMENT. BY SIMPSON STRONG-TIE COMPANY - SAN LEANDRO, CA, ALL HARDWARE IS TO BE FASTENED Wed COMMON WIRE NAILS. 4t `'tfy k4 DETAILED OTHERWISE. PER MANUFACTURER'S SPECIFICATIONS, UN.O. 2. ALL PANEL UNSUPPORTED EDGES SHALL BE BLOCKED. '✓9, 25 6. IF NOT DETAILED, SILLS AT WALLS SHALL SE BOLTED TO CONCRETE WITH 1/2' DIAMETER ANCHOR BOLTS A9t DINDpQP METAL PLATE CONNECTED TRUSSES: EMBED 1' MIN. INTO CONCRETE, AT 4'-O' O.C. MAXIMUM AND WITHIN 1'-0' OP SILL PLATE ENDS, COIRTIERS 3. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR I. METAL PLATE CONNECTED TRUSSES SHALL SE DESIGNED AND MANUFACTURED IN ACCORDANCE OR SPLICES. FRAMING MEMBERS SHALL BE 3' NOMINAL OR THICKER AND NAILS ON EACH SIDE SWIPES 12-31-01 WITH "DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES', TPI-24 As 1. LAG BOLT AND SCREW FASTENERS SHALL BE INSTALLED INTO PRE DRILLED HOLES. THE DIAMETER SHALL SE STAGGERED. PUBLISHED BY THE TRUSS PLATE INSTITUTE AND SHALL BE DESIGNED FOR THE FOLLOWING OF THE PRE DRILLED HOLES SHALL BE 10% OF THE FASTENER SHANK DIAMETER. IF FASTENERS MINIMUM LOADS: ARE DIFFICULT TO INSTALL DUE TO EXCESSIVE TORSIONAL RESISTANCE, USE LUBRICATING SOAP 4, 6d COOLER NAILS OR EQUAL SHALL BE (MIN,) 0.092 DIA, x IV LONG W/ 14' HEAD. A: ROOF TOP CHORD 25 PSF LIVE LOAD TO EASE INSTALLATION. ° 12 PSF DEAD LOAD 8. MINIMUM FRAMING NAIL REQUIREMENT SHALL BE PER 1991 UBC TABLE 23-11-8-I BOTTOM CHORD 6 PSF DEAD LOAD TOTAL LOAD 43 PSF + SELF WEIGHT OS - ifroxis G\ 1 v NET UPLIFT (WIND) 5 PSF B: DRIFT Quail Hollow DESIGN FIRST (2) TRUSSES AT LOWER ADJACENT ROOF FOR SNOW DRIFT APPLIED TO TOP CHORD OF 165 PSF IN ADDITION TO SNOW 4 DEAD LOADS. DESIGN ALL TRUSSES WITH OVERHANGS FOR 50 P5F SNOW LOAD AT OVERHANGING EAVES South IN ADDITION TO DEAD LOADS. 2. THE TRUSS MANUFACTURER SHALL SUBMIT DESIGNS, STRESS DIAGRAMS, SHOP DRAWINGS AND CALCULATIONS BEARING THE STAMP OF A REGISTERED PROFESSIONAL ENGINEER IN THE STATE f �1ownl o s OF OREGON TO THE ARCHITECT AND ENGINEER FOR REVIEW, 1 it e 3. THE TRUSS MANUFACTURER SHALL SUPPLY ALL HARDWARE, ANCHORAGE, AND METAL SEATS REQUIRED, AND SHALL DESIGN AND INDICATE BRACING REQUIRED TO SE SUPPLIED BY THE GENERAL CONTRACTOR 4, LOWER CHORDS SHALL BE CAMBERED TO PROVIDE FOR DEAD LOAD DEFLECTION AT GYPSUM BOARD CEILING. 5. ALL CONNECTION PLATES SHALL DEVELOP THE PULL STRESS IN MEMBER WITH A MINIMUM TRANSFER AT ANY MEMBER OF 2000 LBS. AND MINIMUM SIZE OF PLATES OF 3' X 5'. 6. TRUSS SUPPLIER SHALL INSPECT ALL THE TRUSS, BRIDGING, HANGERS, BLOCKING WEB STIFFENERS Tigard, Oregon AND ALL OTHER CONCENTRATED LOADS PRIOR TO TRUSS FABRICATION. NOLDOLUN SCHEDULE for TRUE, JOIST MacMILLAN. I. FLOOR FRAMING DESIGNATED 'TRUE-JOIST", 'TJI" °PSL", 'LSL' SHALL BE THE TYPE AND SIZE INDICATED e 1401-DOW ATTACHMENT COMMENTS Brownstone Homes, L.L.C. ON DRAWINGS, AS MANUFACTURED BY THE TRUE-JOIST MacMILLAN CORP. WESTERN DIVISION, PORTLAND, OREGON OR APPROVED EQUAL. 2. JOIST SUPPLIER SHALL SUBMIT DESIGN CALCULATIONS BEARING THE STAMP OF A REGISTERED 0 NOT REQUIRED DRAWING ISSUES: DATE: PROFESSIONAL ENGINEER IN THE STATE OP OREGON TO THE ARCHITECT AND ENGINEER FOR REVIEW. 3. TRUS-JOIST MacMILLAN CORP. SHALL SUPPLY JOISTS, BRIDGING, HEADER HANGERS, BLOCKING, I. DESIGN DEVELOPMENT 1/9/01 NOTCHED PLATES AND OTHER ACCESSORIES NECESSARY FOR THE PROPER ERECTION 4 PERFORMANCE OF THEIR PRODUCT. I (11)-16d NAILS B TOP INTO DBL. STUDS 2. DESIGN DEVELOPMENT- ROUND 2 1/18/01 4. T-J TRUSSES/JOISTS SHALL BE ERECTED AND BRIDGED IN STRICT ACCORDANCE WITH SIMPSON MST48 4 (11)-16d NAILS e BOTTOM INTO DBL. MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS. STUDS BELOW. (CENTER STRAP ON 3. PERMIT SET 9/6/01 5. LAMINATE MULTIPLE TRUS-JOISTS WHERE INDICATED ON DRAWINGS AS PER TRUS-JOISTS FLOOR CAVITY (34 TOTAL NAILS) RECOMMENDATIONS. 4. 6. CAMBER ALL JOISTS AS PER MANUFACTURER'S RECOMMENDATIONS. 2 SIMPSON HTT22 (32)- I6d NAILS INTO (2) 2x4 POST SEE DTL 11/842 1. IF JOISTS OP OTHER MANUFACTURE ARE PROPOSED THE JOISTS SHALL HAVE THE SAME DEPTH, ON SEE APPLICABLE LICABLE 5. CENTER SPACING, STIFFNESS AND STRENGTH AS THE JOISTS SHOWN ON THE DRAWINGS, AND SHOP DRAWINGS SHALL BE PROVIDED. 6. (24) 16,d NAILS 14 TOP INTO DBL STUDS 3 MST60 + (24) 16d NAILS 0 BOTTOM INTO DBL 1. STUDS MELOW. (CENTER STRAP ON FLOOR CAVITY (48 TOTAL NAILS) a 4 (2) SIMPSON MST48 (11) - I6d NAILS EA. END OF EA. SEE DTL 1/542 SIM, 9. STRAP INTO (2) STUDS/STRAP. I0. 5 (4) SIMPSON MST48 (11) - 16d NAILS EA. END OF EA. II. STRAP INTO (2) STUDS/STRAP. SEE DTL 1/54.2 REVISIONS: DATE: 114"4' THREADED ROD W/ NUT EMBED PROVIDE %DOWEL W/ 6 HDI5 INTO STEM WALL FT'G. (5) 1'4 STD. HOOK 6 EA. A. BOLT A301 BOLTS INTO 6x POST LOCATION. LAP 1'-1" GENERAL NOTES (14)16d A TOP INTO STRAP NOT HWG 1 576224 DOT STUDS + (14) 16d + BELOW LVL ingssi I. ALL UNSUPPORTED WALL PANEL EDGES SHALL BE SOLID BLOCKED. BOTTOM INTO LVL 1/8'4' THREADED ROD WI NUT A EMBED PROVIDE M5 DOWEL WI 2. SHEATHING ON SHEAR WALLS MUST DT TO /OR MUD SILL PLATES AND SHALL NOT SE INTERRUPTED BY ANYPORO OF AAN INTERING WA S SIMPSON HDSA END. EMBED 1'-6" INTO CONC. (3) 1/8'4' STD. HOOK 0 EA. LOCATION. PROJECT No. A301 BOLTS INTO 4x POST (2 TOTAL) LAP 11-4' 2001026.®® S. WALL SHEATHING SHALL BE 'EDGE NAILED' TO ALL WALL MEMBERS WITH HOLDOWNS ATTACHED TO THEM. 1/8'0 THREADED ROD W/ NUT a EMBED PROVIDE 05 DOWEL W/ 9 SIMPSON HDIOA END. EMBED I'-6' INTO CONC. (3) 1/S"0 STD. HOOK 44 EA. LOCATION. 4. WALL SHEATHING SHALL BE °EDGE NAILED' ALONG ALL TOP, BOTTOM PLATES AND --7 A301 BOLTS INTO 4x POST LAP 1'-4' DRAWING TITLE MUD SILL AT FOUNDATION. 5. ALL PRODUCTS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S END.0 THREADED ROD W/ C e EMBED STD HOOK"5 DOWEL W/ STRUCTURAL NOTES SPECIFICATIONS. 10 SIMPSON HDI4A A301 BOLTS INTO 6x7POS CONC. 1471 0 LAP µ00K o EA. LOCATION. 6. ALL ANCHOR BOLTS MUST SE HAVE 2'0 WASHERS AND SHALL BE LOCATED WITHIN 12', BUT & SCHEDULES NOTE: NOT LESS THAN 9' FROM ENDS OF SILL PLATES. 1. DBL. STUDS SHALL BE LAMINATED TOGETHER WITH I6d NAILS a 6' O.C. FULL HT. (TYPICAL) 1. ALL 2x SOLID SAWN MULTIPLE MEMBER BEAMS SHALL BE NAIL LAMINATED TOGETHER 2. SEE DETAIL 5/54.3 FOR COMPOSITE POST CONSTRUCTION. CAN BE USED AS AN SCALE: N/A WITH (I) ROW OF 16c1 ALONG EACH EDGE ENTIRE LENGTH se 12' O.G. CLENCH ENDS ALTERNATIVE TO SOLID SAWN 4x OR bx POSTS. OP NAILS, PRE MANUFACTURED MEMBERS SHALL BE NAILED TOGETHER PER MANUFACTURERS REQUIREMENTS. 3. SEE DETAIL 14/54.1 FOR HOLDOWN THREADED ROD INSTALLATION INTO FOUNDATION. SHEET No. W yw ,. C O as WSW SWUM Allt•I ULM S AS UMW* moms• AUS owns ItitRUCVUtt. 1110. tU UV insoutumeu *MUM VUXUSURSUM. USILLISU MSS MU WE SOU . Plan Notes ICI 1. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAUJINGS. 2. DETAILS ON THESE F'LANS ARE INTENDED TO DEPICT THE GENERAL CONSTRUCTION METHODS FOR 1i-116 STRUCTURE. CONNECTIONS, DETAILS AND CONDITIONS NOT SPECIFICALLY SHOUJN NAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND TI-E SAME. IF QUESTIONS REGARDING THE APPLICATION OF DETAILS AE ENCOUNTERED, NOTIFY* THE ARCHITECT / ENGINEER FOR THE CLARIFICATION IN A TIMELY MANNER PRIOR TO IND OPENING. 3. INDICATES SHEAR WALL TYPE, SEE SHEAR UJALL SCHEDULE. . • INDICATES HOLDIDOWN TYPE, SEE HOLDIDOWN SCHEDULE, # 4 • I INDICATES 2x UJOOD STUD WALL. ilifArlid B. E=21 INDICATES 2x WOOD STUD SHEAR WALL. 6• STEP FOOTING IF FREQUIRED PER DETAIL 5/64.1 it di 1. F'ROVIDE 6' (MINIMUM) CRUSHED ROCK WITH VAPOR E3ARRIER OVER AND V Off SAND UNDER ALL CONCRETE SLABS ON GRADE. . , ili -1"t1,':(:Igrijilti" S. ALL TOP S. SPLICES SHALL BE AS SHOWN ON DETAIL 10/542 UN.O. ON PLANS. GGLO Architecture and Interior Design Limited Liability Company 1301 First Avenue, Suite 301 Seattle, Washington 98101-2074 Phone: (206) 467-5828 Fax: (206) 467-0627 , a - 6969 S.W. HAMPTON STREET 1 TIGARD,OREGON 97223 FROELICH (5031624-7005 FAX 624-9770 CONSULTING r SCAIEN01.1%LOY SHE al ENGINEERS INC EA OREGON 97702 1 1 I (540383-1828 FAX 383-7696 I NOTE INDICATES SHEAR WALLS FROM SECOND FLOOR TO THIRD FLOOR' I TIE 3I-6" OF BUGG TO 2x6 FLAT 151-KG ALIGN HOLDOUJN5 4" THICK PATIO SLAB LOUJER PLATES WITH 6 LOWER PLATE WEDGES OF W/ 12' WIDE x 1(p' DEEP I I T-0' OF SIMP. CS16 31-6' SHEAR WALLS THICKENED EDGE. r 1 COIL STRAP 7-1:1-EIGHT ESELOLU REINF. UJ/ (2)-°4 TOP TYF'. EXTERIOR FTG. AND BOTTOM 1 1 Attie. /2k Adt■ TYPila 4111. As 4.0p Pflop, ,,;" 126(10'xCONT. 111/ a TYP 1 1 I 542 TO7 4* I 0 %El m Tr TYP e. . I_ (2)-04 BARS CONT. -L, 54.1 L i 11111011111111111.11111111111111111111111111111111■1111111111111111111 I . 111111/11111.111 Mal - - - - CC , 15A72 I)i' ;77;107 4 a r \ 1 ,v 7 _.1-1-- 4x6—tnr 476 4 6 vi , OFECION r rr r .--- 0t.. 4- ...+-L I1r- r I 0 h . I , i I E ti , i, 1"-$:•,:kr El • 1 3'-0"x4'-01x12' ra 7 ,,r,, 31-0"x4P-D'x12' 1 I. 1 I •• V 4, cd:\: -* ..Ni ,„ , FTG. U1/ (4)- 04 AL 65 FTG. 11J/ (4)- 04 -1 F (I `1 • 4RZ DIRDO I.' I sAiRs EA WAY Illir r4 Ei•AIRS EA WAY I I SOLID E3LICIG I JOIST ON EA. SIDE , 11 14 1.1i- • 1 r,.■ r I "I lr 0• MST31 HORIZ. TIE ?4, I J, •,' ,N d UNDER WALL OF PARALLAM 1 I, , 1.At•, c0 DOMES 12-3H3I FrI I NOTE; SEE ARCH. FOR I '1 A5OVE . I ' 4x6 F'0ST Iiir, Pr' ' 1 OF'TIONAL STORAGE RM. pi I i ,,i 4x6 POST 'I? e BEAM , lx1114. eARALLAM P$ /0 0 'I 6 BEAM r 11' — .. GI v.E T U65 . .41 - - - fa 1 li. ' I €1• WALL 4 prn. FOR I I ! x S• 0' 111 i ^ ^I d 0. t , , J _a., say.....---n-, .--,- -• ., , 1r 1r . 4 Arc 7 V P ‘Wir I \ DOUBLE STUDS il r-I , I OPT. STORAGE RI.---\ II in A% il 0 1 i .g. Y 1,1 Cr LA r■• .■.,0 I 1 I x ' )1/4„ i SMPSON "1 -6. . NI LUS210 6 R 1 e, 0 , ' I 0 al NU UNDER ENDS OF 2I-0" UJIDE x 121' DEEP pi FLR FRAMING 11 Aco -.. 1 Iggi N. 4, i • y '1?1;.;'1: GIRDER TRUSS A Quail Hollow ,, . FTG, UJ/05 13AR * 12' 0.C. I - - --J L S i t . i, 5 kL__ _P - - - - - . 0 ) EA. WAY. TOP 4 SOT. a ___I HOOK TOP 4 SOT. LONG. 111 10 r ' , Se ' ii4,,,,, 111 \,..4 i f: , 54 3 , 11 vl : ,7. 4,:i 1 REINF. INTO STEM UJALL , P , a III [LI 1 ■ i . South Vi FOOTING r - L.- --'- i -1 F ., nip 2i ALIGN LVL W/ SHEAR r:, A LL 1 \ 4. it b I e v- 40+ 1 UJALL., EDGE NAIL 1 • I Irfeic. . ., •,,,,••41/211$041211111V1 ' l• , , FLOOR TO LVL 41 ' / Townhomes , ,1 c - L___. , -I , ,p 0" -willigkialM1111 1 I.4 46i to..._ , I )" , p, I r, , v x,ir Aek N' 2 et OVER- It, all% e wast, , ,:x12 DPI UNDER I , 0 ti rh :1 FRAMING I,ii 411'..r.17,:1;4,41,,, d. - -- -F - 3 C ALIGN JOIST AE3OVE Ill/ 11 _r 544.1 - EAR UJALL AsOVE ur ,4 r (EDGE NAIL FLOOR LAP JOIST 12' 4 NAIL' SHEAR WALL saLow P II I I I 1 1 Iii - — i F - 11- —I- IZEY f, li 2 TYP. II TO BEAM) 0 LAP W/(20) 16c1 NAIL'S NAIL FLOOR TO JOIST I 4x4 POST WI EF'C 1; .1 11 11 F- - 7 \\ „ xi LU/I0c1 * 6' 0.C.) ,,,L _.I L........_ .j Ada _Ad 1= „. L _ J L- ---ri 1 1 L 1 I /x\ 1 A . 541 542 1 I — POST CA .. ' 0 "` J f LI (2) 2xI2 Cr (2) Illis TJI/PRO- 350 ,I i a li a TYR a TY Tigard, Oregon ii ,A 4 TYP, ,1 11 IL — -A MP P ) a UNDER POST ABOVE ri I my ,rg for e 4' A I a TYF'. 6 EA. END ICIEV 1 I I I 6 ' Brownstone Homes, L.L.C. F -1 Tr 1_1 , .., , my OF STAIR OPNG 1 ik 1 I RIDGE CT' WHERE I I, 54.3 "I II I, frr L , I r ‘ I I I Hi 15 APPLICABLE -1 r, 1 i 1 TYP. 541 ssi H ; u 1 1 I DRAWING ISSUES: DATE: ,b I b ,r 2x6 OVER- I. DESIGN DEVELOPMENT 1/9/01 g) 31/2x111/0 TIMBER- , Aitk. .h E - - I) (f) 1-... A ' 1,1 d 0. STRAND LSL 1,1 II 0 FRAMING 2x4 STUDS 0 24' 0.C. * 404'111 2. DESIGN DEVELOPMENT- ROUND 2 1/1S/01 I 0 SIMPSON SIMPSON k' 01 OPEN c, '• it fill LUS2I0-2 LU9210 4 ' 9" S. l.-. (2) 2x10 DF xy 1'11III b I PARTYWALL 6 3RD R.00- ONLY. ALL OTHER FLOOR` 1 /1 t • • ), k -I e , 2x4 16 16" 0.C. 1 /• Ni 1 OPE 0 .e.; ----1 -11- - - I e i, • a ; 43. PERIIT SET $,prpy:j _ -I SIM, <1 1 3,71.__ I I r IF I 0" 1 I 5 ) (I 4" CONC, SLAB rrIo I-- , I ON GRADE (2) 2x12 x 2x12 STAIR STRINGERS 1--- 4111111 i . WHERE i / L _J Hd) (I) -1 1 El F 7 Fr 2) 2xic D.F. is. s 01 TYP. (NOT SHOWN) `I 2x10 Is 16' 0.C. 1 TYP 6 LANDING ii APPLICABLE i pi ge, ,t4I lilt 1 I 1, I / 11,1 (2) 2x10 DP. 1 4 , a q gl ii "0 . . ;0 TYP I ill 7 la 5 ; 1„'I <00 rv I I it or ,d I, Ih' a 1) ti 54.1 0 \6,' 0C' Fr 54 2 ri,1 I i t'i TYP.• <0 0 Y241 0.C. A) %Of Tr°,illh 1 1 T P. e oci. , . IC). WHERE 1 TRUSSES ■ fli 0 1 , 14117 4> 1 SIML, SON -3 2x6 0 121' 0.C. 0 ENTRY LANDING APPLICABLE I • ° WI I 542 1: ,0 it , , .■ I ior I II. L J L _ _ _ _ _ _J MST4e, 7 • \id .;:1° ,1 k STI 0 4• 6 SIM . 111 11, L_ ___ 6x 0 _I 1...1L...1 jxLLJ LJ L_J Li 5435 •41 'x- -- REVISIONS: DATE: 'reerr.,r,r, ( clgoncrehm 1 — "imurripirr a-1_ ..---i-t--.... ---_, dr. - -1-=- alem :As a .1/4),' . 4=6 1 , •P•17,11*-1, ... I .. - - - -.-1 --.. • D 01 7 r I I- 11-71 -TrI \ 111111111111111,11111 I , 2x6 CONT. STUDS FROM r - - T r T 1 1 a 4.. is, A 1 - -1 Milliar FOUNDATION TO THIRD I C.9 I - - e / Li 1 ril F , -\_ t91 SIMF'SON CS I6 IrgamrmirAni Adebik As LOOR THIS AREA i 466,2:-6" UJIDE x 12` DEEP C0t7bIT\401 I 54.1 / 1 COIL STRAF' TO DOOR 1 /**Noweam I I FT , W/05 BAR * 12" 0.0. L1/_ _ J 542 1 HEADER AND 2x6 ESLICIG Nrr Nior D 12 D l‘r EA. WAY, TO,' 4 SOT. IV LI - ---- -T 1 r-I BETWEEN STUDS TYP. - lir 54.2 ‘r 1 1 ./- 1 EDGE NAIL FLOOR ImEr SEE FOUNDATION 1 I IIIS INOTE i-- - - 7 1 TO 13/45(1114"x20-0' PLAN FOR 1 PROJECT No. FOUNDATION TO SECOND FLOOR NDICATES SHEAR WALLS FROM 1 1 CONT. LVL. RIM HOLIDDOWN NOTE I I , 10 CALLOUT INDICATES SHEAR LUALLS FROM THIRD FLOOR TO ROOF 2001026.00 I I 541 541 __....--rDRECAST GONG STAIR TREADS H _ f .il SEE ARCH. DRAWING TITLE UNIT PLANS 564 1 UNIT A-N LEVELS 1 ,2,3 & ROOF LEVEL -1 FOUNDATION PLAN LEVEL -2 FRAMING PLAN LEVEL -3 FRAMING PLAN ROOF FRAMING PLAN SCALE: 1/41g1L0' SCALE 114"=t-o" UNIT AN SCALE 1/4"=t-O" UNIT A-N SCALE 1/4"=1)-0" UNIT A-N SCALE 1/4"=T-0" UNIT A-N SHEET No. W DA gz S201 _d 00 0.„ 0.., UMW Antall 1&41 UM er Ijl1&1MS 8B&OM%• BiLL 1'1 Eli AVERIEVOILI MA w UV EVI'9RMUt 6L w&uiuw. yersummium. unglum sumtt, am *IBY6/ • lan Not ::,:,_,,,_;_: ____._,,_ ___,,,_, ,_„. - i, -,- , _. _ _ ._ - - -- - , _ , 1. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. 2. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL CONSTRUCTION METHODS FOR THIS STRUCTURE. CONNECTIONS, DETAILS AND CONDITIONS NOT OWN THAT A SIMILAR TO THOSE THAT ARE SPECIFIED SHALL .1:,.- SPECIFICALLY SH RE L R - . PE BE ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF DETAILS ENCOUNTERED, NOTIFY THE ARCHITECT / ENGINEER FOR THE L S RE E CLARIFICATION IN A TIMELY MANNER PRIOR TO BID OPENING. r: � 3. INDICATES SHEAR WALL TYPE, SEE SHEAR WALL SCHEDULE. w INDICATES HOLDDOWN TYPE, SEE HOLDDOWN SCHEDULE. f 4. ® INDICATES 2x WOOD STUD WALL. 5. EZZ323 INDICATES 2x WOOD STUD SHEAR WALL. J 6. STEP FOOTING IF REQUIRED PER DETAIL 5/54.1 gt_,_ . } I. PROVIDE 6' (MINIMUM) CRUSHED ROCK WITH VAPOR BARRIER OVER AND 2' OF SAND UNDER ALL CONCRETE SLABS ON GRADE. ; s S. ALL TOP 1E. SPLICES SHALL BE AS SHOWN ON DETAIL 10/642 U.N.O. ON PLANS. . GGLO Architecture and Interior Design Limited Liability Company 1301 First Avenue, Suite 301 Seattle, Washington 98101-2074 Phone: (206) 467-5828 Fax: (206) 467-0627 ; _-_-,,-.2._,#f]i:•,.,,,-,,,-,-?. 6969--- S.W. HAMPTON STREET C - - i ft TIGARD,OREGOI'I 97223 -- FROEHCH 033)624 7005 FAX:624 9770 1 I I I I (ONSU1NG S O 8I 97702 NT , (Ba 2333�G�SCALGOJ '828 FAO83&f69 6 E �INEEJSINC 1 I i i I I I NOTE INDICATES SHEAR WALLS FROM 71E 3'-6" OF BLK'G TO 2x6 FLAT BLK'G ALIGN HOEDOWNS 4' THICK PATIO SLAB SECOND FLOOR TO THIRD FLOOR LOWER PLATES WITH e LOWER PLATE W/EDGES OF I I I W/ 12' WIDE x 16' DEEP I I - I i 1'-0' OF S1MP. CS16 3'-6" HEIGHT I SHEAR WALLS THICKENED EDGE, r" COIL STRAP 4 sf- BELOW REINF. W/ (2)-*4 TOP :4.1 AND BOTTOM I a r° C TYP 13 C 15 TYP 3'->�" '� FRCF`I I I I v 0 54.2 0 54.2 S TYP I I 54.2 54.2 �c jai��� '�/ 11 ___i 472 l_b. 1, .- er_:� ® f . a _. ... �� 4.--,� _. � w... .. M.._ � �., ii - 4x6 4X6 4x6 /.r . E c, % I Al a -I ii t 3'-0"x41-01x121 31-0"x4'-0"x12' " .' r2rc%% /; ? 1 Y I FTC. W/ (4)- *4 FTC. W/ t4)- '4 I I i -1 (- I � I i I 9� I �°' �4/1Z DIND�� �2 - I BARS EA WAY BARS EA WAY I SOLID BLKG I JOIST ON EA. SIDE k., '2'1-. 0, MST31 HORIZ. TIE r�, } E I I UNDER WALL OF PARALLAM I 2'` I!rf 92-33-01 I ABOVE °-1 4x6 POST , I , I I I I I 4x6 POST 4=1 SEAM '� A 1x11 e PARALL M PSL , L - 4x6 - _ GIRDER TRUSS cv e BEAM ,.LA x t i I NOTE. SEE ARCH. FOR �4 U 54.3 _ ��►���j J►�jIIjij��•�����������'�►i� v o ° �t►��0���♦ �� DOUBLE STUDS OPTIONAL STORAGE RM. 4 -I ry tI �r**A**►*#i**r I I Q -0 WHERE '£' �;. 1 UNDER ENDS OF :; '--1 h --i ry � �1 � �► =�` APPLIGAC3LE liI �� ►�� ♦ � 54.2 u- � > 14 ♦ GIRDER TRUSS I . LUS25m N 1 ,`' ( j s4.2 ♦���1►���♦ (TYP.) " " I 3 a �� I 54.2 �* 1Y�►�♦� �� ,i 21-0" WIDE x 12 DEEP I I .I , •FLR FAMING I uai ollo FPA12 OG L_ r_ - 0 EA. WAY. TOP BOT. I F H00K TOP 4 BOT. LONG. 10 I ri 54.3 ( o l 1 EINF. INTO STM WALL i , , 4 ! ' I 1�� FOOTING r-- - -- J -1 I- 54.2 F ALIGN L VL W1 SHEAR A tI I cj I so� 0 L L L N � � x� A OOR TO I ,1. WALL EDCxE NA1 _ (- ' U - -� 2 F V - I I Townhomes ,_ I . '� 1 1') aI 2x6 OVER- . - N ill ( � 3 FRAMING 2J-6" I 6x12 DFi UNDER I �' ALIGN JOIST ABOVE W/ ,,L - s" I 54.1 SHEAR WALL ABOVE I �y,r - - - - - �- - -I 1- 1 I SHEAR WALL BELOW I-';'s -I _ (EDGE NAIL FLOOR LAP JOIST 12 4 NAIL TO BEAM) NAIL FLOOR TO JOIST ! I I I I P 2 TYP. TOGETHER W/(20) \ / 1l W/10d 6' O.C.) 11 L - -I I-- I i,:::1,,,i:'..1.,,,,,,,Iii (I xl 16d NA ILS �°54.1 �r X Ti and Ore on ,, I I / \ 154.2 54.2 �� 1 ? � � I I � � �A I I (2) 2x12 I (2) 11 g TJ(/PRO- 350 =, TYP. . TYP 0 ,_ ( 54.2 ® i A L. - w UNDER POST ABOVE 0 54.3 or �O TYP. e EA. END I I t I :` Brownstone Homes, L•L•C. S4 2 54.3 OF STAIR OPNCx I RIDGE ,a I- ,=1 I I 54.3 ': ® 1i 11 ' , I� ( WHERE St W/ c APPLICABLE : 4x4 PO EP I 1 l ` L - i I I F DRAWING ISSUES: DATE: m TYP. I POST CAPp 4 54.1 0 , , r - - _I I 31/2x11/ TIMBER- I - a 1A _ C C D O /910 cs) cI) I , STRAND LSL p r A b o U' I 0 0 S1MP°vO1N SIMPSON 2x4 STUDS 24 O.C. I i DESK-�N YELCSPMENT- ROUND 2 rt/18/m1 OPEN y I I. Ir - I .. 3 PERMIT SET 9/6/01 Lis 4, 4 . ca 2x4 le.' O.C. ` 54.1 OPEN i r�� (2) 2x10 DP. E g I 4. 7-T , ,' s,.., , ._:.-..:. 1 5. 4" CONC. SLAB h l 1 X I ,� G� L_ ' I I. o G. ON GRADE ( (2) 2x12 =�, ) g- e 0. i-' 3 I I (2) 2x10 D . 1• 2x10 16 O.C. Z�` I r , , I 2x12 STAIR STRINGERS I I 1.1 1 TYP '� LANDING I e# A -1. 0 TYP. (NOT SHOWN) - 1I (2) 2x10 D.F. �' �� L1 1 1 , MST31 HORI . TIE s. -YP. 1 I 10 m - I I n: 40 'I I A ;i4,r W_ 1 54.2 =54.1 k2 ry , 9 TYP. .1� s B 1 2 0 2X6 12' o.C. WHERE x �° ���� I��� H r: ®. I �� 1 °' 54,2 _ r 11/���p, 54.2 ENTRY LANDING APPLICABLE ; TYP. TYP. �� ����� 542 6i I SiMPSON I ,�� �'�► I I 54.2 54.2 I I I 11. L MST4S '� � STRAP SIM ._w._. ♦��t VAN i � I JL� I ILJLJLJL 543 4x - r.-r�-'�l� �€; �� L .� - REVISION DATE _� L T _ , _ .� _ - 6x10 6 I ■ DF�"1 � � / t N. `� s '� � 2x6 GONT. STUDS FROM - I 1 __- FOUNDATION TO THIRD `� j I I 9 ®®®- t9' SIMPSON CS16 4x6 FLOOR THIS AREA = e ��`-_-:.��.. .._ ....._. TYP. I I 2'-6' WIDE x 12' DEEP CONT. 1 I I I ( 1 I COIL STRAP TO DOOR I I I All% B FIG. / A e 12" B L_ .. , _ _ J 542 I I HEADER AND 2x6 BLK'G 2x6 OVER- D 54.2 D G W 'S BAR O.G. 3 _ _ BETWEEN STUDS EDGE NAIL FLOOR v EA. WAY. TOP 4 BOT. 6 L.I o ® ® J FRAMING 54.2 TO 20' CONT. RIM v v I I I I I SEE FOUNDATION I I DOUBLE STUDS 54.2 I I- - PLAN FOR UNDER ENDS OF PROJECT No. HOLDOWN NOTE 4 I ( D GIRDER TRUSS NOTE INDICATES SHEAR WALLS FROM I I CALLOUT INDICATES SHEAR WALLS FROM 2001026.00 FOUNDATION TD SECOND FLOOR ( 1� I I 54.1 , S41 PRECAST CONC. -- _J SEEI�ARC �DS 1___ DRAWING TITLE , UNIT PLANS UNIT AS LEVELS 1 ,2,3 & ROOF LEVEL al FOUNDATION PLAN LEVEL -2 FRAMING PLAN LEVEL -3 FRAMING PLAN ROOF FRAMING PLAN SCALE: 1/41.1i-0' SCALE: 1/4"er-0 UNIT AS SCALE 1!4"=f'-0" UNIT A-S SCALE 1/4'®1'-0" UNIT A-S SCALE 1/4"1'-0" UNIT A-S SHEET No. B W r.T.1 S 2 . 2 0 0 I. SATIN ieICUL lti 5 211111115W5 Vira.MTLII. AU 113E55 IVISMEVint. 11W. Ili UV £li�Btl98 W I M1�l&n% UU. VEIS"®el M. GP! . i i lan Not ,,,,, _,,,_ ,__.; ,, 1. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. a 2. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL CONSTRUCTION METHODS FOR THIS STRUCTURE. CONNECTIONS, DETAILS AND CONDITIONS NOT S P E el FICA LL Y SHOWN THAT A RE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL a BE ASSUMED ONE Am) TI-4E SAM E. IF QUESTIONS REGARDING TH E APPLICATION OF DETAILS ARE ENCOUNTERED, NOTIFY T HE ARCHITECT ! ENGINEER FOR THE I I O CLARIFICATION IN A TIMELY MANNER PRIOR TO B D PE N INC. 3. INDICATES SHEAR WALL TYPE, SEE SHEAR WALL SCHEDULE. - • INDICATES HOLDDOWN TYPE, SEE HOLDDOUN SCHEDULE. 1 4. ® INDICATES 2x WOOD STUD WALL. 5, INDICATES 2x WOOD STUD SHEAR WALL. 6. STEP FOOTING IF REQUIRED PER DETAIL 5/S4.1 °f. PROVIDE 6' (MINIMUM) CRUSHED ROCK WITH VAPOR BARRIER OVER AND 2' OF SAND UNDER ALL CONCRETE SLABS ON GRADE. , k U.N.O. ON PLANS. DETAIL S. ALL TOP 12. SPLICES SHALL BE AS SHOWN O N DE L 10/54.2 GGLO Architecture and Interior Design E E Limited Liability Company 1301 First Avenue, Suite 301 10 10 Seattle, Washington 98101-2074 Phone: (206) 467-5828 Fax: (206) 467-0627 ■ 6969 S.W. HAMPTON STREET 5.\..e,,, TIGARD, COt� 97223 _4_1_ 1_4_ r FROEU(H (R13)624-7005 FAX 624 9770 231 SW SCX13-10USE LOOP SlifEti CONSUIJING INC BRA'0l�GON 47702 , (549 383-1828 FAX 383.7696 LEVEL 01 w/OPTIONAL WINDOW/ ENG1HEEDS1NC SCALE C E. 1/4"®1i-0 it UNIT B-N 4' THICK PATIO SLAB 18"x18"x12' SQ. FTG. + W/(2)- 4 EARS W/ 12" WIDE x 16" DEEP + 4x4 POST W/vIMP. LUS26 TYP. + ' ' , THICKENED EDGE. PB POST BASE 6 DECK NOTE ReD Flies EACH WAY REINF. W/ (2)-*4 TOP INDICATES SHEAR WALLS FROM cb�4 `Soi r I e = TIE 3'-6" OF BLK'G TO 2x6 FLAT BLK'G ALIGN HOEDOWNS & 0°1Ne4, O DFL *1 4x10 SECOND FLOOR TO 7H1 FLOOR r E L R RD L ti - LOWER PLATE PLATES WITH F G LOWER PL E W/EDGES O + I M f L(i �-- 10 I + i BOTTOM OF JOISTS, NAIL TO / \ + 7 0 OF SIMP. CS16 3 -6 SHEAR WALLS / \ COIL STRAP 4 �- BELOW f, .If I ALL FRAMING W/(2) 10d MIN. x6 16" O. • 1 .S A. '' -- - - \ i (o C TYP® C 3'-0" , I 1 I I , ,, "� \ + 0 54.2 0 ®TYP '9 y 25 A,, 2x6 LEDGER W/ s x5 LAG 54.2 © 54.2 © 9,j1 A. 54.1 I I I BOLTS a 24" O.C. INTO \.� 54.2 "Re DIt1D�� \ SOLID FRAMING I' . .. _ - - _ - _ - E)(1812-311-01 I /J L L\ y _ 7:!,---- ---:-.,.rzt. -.1.6.1,,,„...- _ �. . ".__.� 1 �w"co,. <-.+a-_ r' ..u_ ':-;�r, - - .a?'' „r�`+c`�_�._ n ti c . ",'i.._ '_ .,, --., .'. -. _. - - - 4 6 e 3 -0 x4 -0 x12 3'-®"x4'-0"x12' I 1 I- FTG. W/ (4)- *4 FIG, W/ (4)- *`4 I + +1 -1 I-i 7• ', `\' I' I 2 BARS EA WAY BARS EA WAY I I I SOLID BLK'G JOIST ON EA. SIDE 1 2�� c I © I I I UNDER WALL OF PARALLAM I 2k. O MST3-( HORIZ. TIE � ��� I g 1 I I ABOVE '®-) 4x6 POST 0.. * I Q J 1 I I �+ + I 4x6 POST " Imo_ e BEAM ,:� Quail . lx11�$ PARALLAM PSL 1 �0 i.I_ - 4x6 GIRDER TRUSS �4 c� '� BEAM -:�. ,®, _ _ >.._.ry � 1 I [; x '' r---1 1---1 `:`+ i I a' Q' ;*.4f:4.4t4.444*****$i DOUBLE STUDS 542 - I I UNDER ENDS of O -t SIMPSON Q ,� - 14 54.2 ��v� ■����� BIRDER TRUSS LUS210 (TYP.) ,;I ��� 1 54.2 ■1��������������♦�♦�♦�� A 2'-0" WIDE x 12" DEEP FLR FRAMINGy� FTC. W/*5 BAR a 12' o.c. I : ♦♦ ►�� ♦��♦ O in e s EA. WAY. TOP BOT. I x S �� ` ■ if OOK TOP SOT. LONG. 1 * ,,,, F.: REfNF. INTO STEM WALL ( 54.3 ( [j:3 *4. ALIGN L VL W/ SHEAR e, FOOTING r - -- - J ii -1 I- _ F A �[1 '�'•'♦Q� - - rt =- I x =I WALL EDGE NAIL 0 . v,, 40, ii a 54.2 u ®®_® .1 FLOOR To L VL I�►�► i ' I I� -I -I______._ N t4 Y I I ■�I 2x(o OVER- r Oregon I Tigard, e 0 I 6x12 DF*1 UNDER I Alb' FRAMING for - 1314.1 SHEAR WALL ABOVE 3 E ALIGN JOIST ABOVE W/ = - _ _ _ _ _ - s I 1 + SHEAR WALL BELOW I ::^ 1 r r- 54.3 Brownstone Homes, L.L.C. 2'-6"I = 1 (EDGE NAIL FLOOR LAP JOIST 12 4 NAIL '0, I -{ t�(P r= _ ( I NAIL FLOOR TO JOIST I 'I I 11 TYP. t0 BEAM) LAP W/(20) 16d NAILS I•L e.! !'e® pry. W/10d e 6." O.C.) , ___ 11 L - I L_ 11 �' I ,: 4x4 POST W/ EPCtl E - - ---� 1 x 64.1 54.2 POST CAP A r=+ + I (2) 2x12 I + ( 54.2 I �.I I I /X\ I 1& DRAWING ISSUES: DATE: 0 A {` C2) 118 TJI/PRO 350 TYP, loo TYP. I f!` - TYP ® D G D 0 /9/0 N 1 UNDER POST ABOVE 0 54 2 I 54.2 to i ;. TYP. EA. END 54.3 I '' I-' 54.2 I 54.3 I RIDGE . 1 I • . • 0-- 1 - • ill• /$i0 + +' , 543 ' I. OF STAIR OPNG ,I I { WHERE I _ I : 3. �" 9/6/0 I ti 1 w 15 I APPLICABLE A 3 �: � � TYP. 64.2 O 4 54.1 ( @ 3+�x11'1 TIMBER- r UNERE `� `c STRAND LSL T 'APPLICABLE Y A o I I _ 0r" - I SIMPSON SiMPSON ' fl 5. 2x4 STUDS 624' O.C. 6 ® I OPEN I ,: a F LUS210-2 LUS210 � 2 ,� PART1'WALL 3RD LOO _ - 6• Ai, ., I ONLY. A OTHER FLOORS ii w ca 2x46a16" O.C.A 54.1 -I - - ro I C2) 2x10 DF. I ` I..... OPEN w, ,-� SIM, m= �n \� 1 I L®®, 6 .3 " ,7:'. 4 GONG. SLAB I ii (2) 2x12 2x12 STAIR STRINGERS I I WHERE 0 G �- = :1 ON GRADE 7 0 , I I TYP, (NOT SHOWN) I 2x1(4 16' O.C. APPLICABLE �' D� (2) 2x10 F rc1 _ f �1 -1 r �1 E �I ri : ( ) o D. . z i O. I _ ( + I C + `I I TYP LANDING t I O H (2) 2x10 D F. 4: • rr 4.,,,, -1, i { + 'YP.alli + I m + F-1 ��m I I Er DATE: REVISIONS: 54.1 ( a 2 1�2 -•�� 54.2 i 8 r Tl'P. B OG 2x6 12" O.C. WHERE ' U 'CI 1 � �61 I Q o' II 1 542 6 SIMPSON ( I N'�+ + i + ENTRY LANDING APPLICABLE TYP. TYP. I I x; MST48 to 54.2 I I 54.2 I ; II I II r �t4) SIM STRAP N� .; -- L® _ 4iø -__1 LJ 3 _ 4x6 - - - L J l4 J6L J L J L J L 54 4x6 4x6 4x6 4 It ...- (0 2x6 CONT. STUDS FROM i I �± FOUNDATION t0 THIRD I 9 I _ t` r FLOOR THIS AREA �' PROJECT No. __ +9' SIMPSON CS16 s a g ��t I I + 2'-6" WIDE x 12' DEEP COW\I 1 54.1 I + + COIL STRAP TO DOOR 2001026.00 B " B 54.2 I I A 2x K' FTC. W/ BAR a6 12 O.C. L - J HEADER AND 6 5L KG- 3 D D 12 2 A 6 BETWEEN STUDS © '�� �- E WAY. TOP BOt. _ T P. 1 542 ®___ ,1111r 54.2 2x12 DF 24" o.c. DRAWING TITLE + + + / + SEE FOUNDATION NOTE I- P/4a x111/8x20 i-0" LVL PLAN FOR INDICATES SHEAR WALLS FROM HOLDDOWN NOTE UNIT PLANS I I FOUNDATION To SECOND FLOOR 10 cALLOUt INDICATES SHEAR WALLS FROM THIRD FLOOR TO ROOF UNIT B-N 54.1 I I 54.1 PRECAST LONG. STAIR TREADS LEVELS 1 2 3 & ROOF. I I SEE ARCH. , L _ _ _J SCALE: 1/4'=1'-01 SHEET No. LEVEL -1 FOUNDATION PLAN LEVEL ®2 FRAMING PLAN LEVEL -3 FRAMING PLAN ROOF FRAMING PLAN SCALE 114"=1'-0" UNIT B-N SCALE 1/4"-1'-0" UNIT B-N SCALE 1/4":11-0" UNIT B-N SCALE 1/4"71'-0" UNIT B-N PO : S2 . 3 w 00 0, a k.. WSW IMAM MA U IM GS us z z wi6 WORM aLl 1141,110 • MA, w FI U u WM/Mtn FUEMILEMUILL WW1= Ma • Plan of r, _ _ , __ __ __ , 1 1. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. . _ __ 2. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT 114E GENERAL CONSTRUCTION METHODS FOR THIS STRUCTURE. CONNECTIONS, DETAILS AND CONDITIONS NOT SPECIFICALLY S-OUN 1HA1 A RE SIMILAR TO THOS THAT A RE SPECIFIED SPA LL H APPLICATION I ON OF z BE ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPL C DETAILS ARE ENCOUNTERED, NOTIFY TI-4E ARCHITECT / ENGINEER FOR THE _"1,--'1:-"-:,' ,. CLARIFICATION IN A TIMELY MANNER PRIOR TO B{D OPENING. =- L 3. INDICATES SHEAR WALL TYPE, SEE SHEAR WALL SCHEDULE. �'° INDICATES HOLDDOWN TYPE, SEE 1-4OLDDOWN SCHEDULE. 4. INDICATES 2x WOOD STUD WALL. 5. INDICATES 2x WOOD STUD SHEAR WALL. x 4 _ 6. STEP FOOTING IF REQUIRED PER DETAIL 5/54.1 g „,.. -.7.--.-,,,i -,-,5 ,-_.:-... 1. PROVIDE 6' (MINIMUM) CRUSHED ROCK WITH VAPOR BARRIER OVER AND 2' OF SAND UNDER ALL CONCRETE SLABS ON GRADE. S. ALL TOP 11. SPLICES SHALL BE AS SHOWN ON DETAIL 10/54.2 UN.O. ON PLANS. GGLO Architecture and Interior Design A E Limited Liability Company 10 10 1301 First Avenue, Suite 301 Seattle, Washington 98101-2074 Phone: (206) 467-5828 -- Fax: (206) 467-0627 w 6969 S.W. HAMPTON STREET Ir = i3 TIGARD,OREGON 97223 (55033)624-7005 FAX 624-9770 FROEUCH CONSULTING 231 SW SCAL OUSE LOOP SUITE I LEVEL ®1 w/OPTIONAL WINDOW ENC1NEERS 1NC '{ ' FAX'.383-7696 . SCALE 1/4""1'-0" UNIT B-S - 4" THICK PATIO SLAB 18"x1S"x12' Q. FTG. ' " - - W1 i2 WIDE x 16 DEEP 4x4 POST W/51MP. 1 W/(2)-#4 BARS THICKENED EDGE. I I FIB POST BASE LU5.2 DECK I I NOTE I I �'� + EACH WAY RE(NF. W/ (2)-#4 TOP 'S �S'`p INDICATES SHEAR WALLS FROM LL f i " f r -1 � - TIE 31-6" OF BLK G TO 2x6 FLAT BLK G ALIGN HOEDOWNS � � ! DF 1 4x10 L SECOND N F TO THIRD FLOOR E O D LOOK O RD L R- C A° i� LOWER PLATES WITH LOWER PLATE S OF W/EDGE l i5,472 I I SHEAR WALLS _- I I 1 1x4 DIAG. BRACE ALONG -1 (- / \ r 1 1 ,.�._ ..,. . .,. ._�Y 1 1 1'-0" OF SIMP. CS16 i " HEIGHT 1 if, L_J 10 BOTTOM OF JOISTS, NAIL TO / \ COIL STRAP 3 _6 , BELOW ' ' ' f /..,.- ALL FRAMING W/(2) lOd MfN. r� 1 �-- -- -- X�° 0 1(0 \ 1 (o � © TYP 13 C TYP 3'-0" '�` ' OREGON �AIIII A � `�Y 1� � I I I 2x6 LEDGER W/I%"�x5' LAG \ I I S4.2 54.2 © I 0 542 0 54.2 9,�� 25 �Q- S4.4 - _ -- BOLTS 24" O.C. INTO \ 0 () '�'9Z D IIO ° - - SOLID FRAMING f \ JL J t L �;...F - ___ . __ � 12-31-01 -i .,: v ...- fir.-:_.P "��.'a.- iz _ � � :4 M.. -.-._ x _ zL . «. �: � a1» ,.s- f', L, - - -cis - ;.�� _, .- ., .�"'� ., �. -.._�yn-ri �� �,:ti� _ .a.,. - s s�- ... .�-�r � CO I � ®, .._ ,. ��'�. ..,��-aa. Vie. �.�_ �� ::r,.s�- � ._fir"`'=�.a ® -�� .�'�'. _.. _... ----_.- .--- . ..... .......... ...- _., _. .. - �. - _® i+:-���F'�.� a'- ,r2:.a.�r'v��.. �y�_ .. :�. t euG-xss r% � �x..:,-'�, _ 4x6 . 4x6 _ - - - h - - 4x6 z S I 1.� I I Q I !1 1 ! '3 I o I 3 -0x4 -0x12 3I-0"x4'-0"x12" K% �V FT 4 - _ # I 1 I I I . G. W/ ( ) 4 FTC. W/ C4) 4 I--I -1 f i I I � t i-r I !�' to BARS EA WAY BARS EA WAY I I I I SOLID BLK G JOIST ON A. SIDE I 2�\. 0(,. I I MsT3-1 HORIZ. TIE w� I © I .I UNDER WALL OF PARALLAM x,. I 1-A co j.0 14 ., I ABOVE 4x6 POST �1 Q� I Y I1 ► I 4X6 POST , ;I BEAM � �¢ ■ cv 4 BEAM -Ix11/8 PARALLAM PSL , ,� 1_ - - 4x6 - GIRDER TRUSS - :, I I ' x �' - - ��,_- >�• =�~v° �: ■ ►- -�-�R► -� a l Hollow 4 ry o I I 0 54 •3 1 ������► DOUBLE STUDS X I LZ I WHERE `3 Si` '►��������j� UNDER ENDS OF South 54 2 - APPLICABLE 1 " �����'►���� SIMPSON > r 14 4 I GIRDER TRUSS LU5210 '� I • I I 54.2 �•�` .•.*j�•�4 ; (TYP.) r I PLR FRAMING -cI ,��v ) 54.2 �►♦�.4 +�♦� A I ► , 1 I£s. WbH '' y TOWfl orines ®� h � ∎ /- 1 0 2'-0" WIDE x 12" DEEP B 8 i I - t 4 rr. FTC. W/�5 BAR 12 O.G. 4 ?� !: A. AY T 10 54.3 �, I I 1 1 , A IL_i $ (- �_ I- F ALIGN L VL W/ SHEAR /', 4,,,;:,- 2 ® - _ _®1 2 W LL EDGE NAIL 0 K ii. C 54 A I 642 " L - _ - - _ - -°� I FLOOR To LVL ' -1 f I I X31 I N I 1 �� , . .�.____ I =1 1 Tigard, Oregon I I5 .; _ 2x6 OVER- 4 6x12 DF1 UNDER I, r1 FRAMING for I M ING 54.1 0 C ALIGN JOIST ABOVE W/ w w 4L - SHEAR WALL ABOVE `� �- ill-- - - - - - - 1 _ Brownstone Homes, L.L.C. � 2 _6 ( � I � NAIL FLOOR TO JOIST I (EDGE NAIL FLOOR LAP JOIST 12' NAIL i SHEAR WALL BELOW 1 In t TYP. ( TO BEAM) LAP W/(20) led NAILS 1: I 4x4 POST W/ EPC F I / I I i I 7. - � I- 54.1 542 54.2 X DRAWING ISSUES: A ,i I (2) 2x12 11 , 1 1_ POST CAP =' I l / I 46 DRA E DATE. 0 . (2) 11 i$ TJIIPRO- 350 2 Alk TYP. t •® 1 A x I L - TYP 1. DESK-cN DEVELOPMENT -i/9/Ol ; _ Allh UNDER POST ABOVE 54.3 I 64.2 6 0 , (° TYP. a EA. END I ( - 4 54.2 : m 2. DESIGN DEVELOPMENT- ROUND 2 1/18101 :ai I 1 54.3 ® �` , I 543 OF STAIR OPNG iii I RIDGE WHERE . F- I I u APPLICABLE �- I 1 1 it 3. PERMIT SET 9/6/04 3 : w Alli I ` 4 - 0_ pa TYP. 31/2 x11 $ TIMBER- AI( . 43 1 I STRAND ESL -7. : 'SE 54.1 I I y 2x6 OVER- 5, APPLICABLE' I I A 2x12 STAIR STRINGERS Q U 1 ® � 2x4 STUDS a 24' O.C. '� FRAMING 0 / MFsoN[ PON LUS210 ' �►♦ 1 . .1 1#a A TH F �� �♦ �` r. > I - ONLY. ALL O ER FLOOR', . . .PEN ������j� '1111L4 $. ,,�"a C2) 2x10 D F. ���� 5(1'x. c �� ♦�♦►��� s,■ I I I � I r� �° �1 ,1 it e'.€--\ ► 4 41 ♦♦, ? -% (4 CON(. SLAB = I x (2) 2x12 I o ON GRADE ;f: _I X _ ��: O70 .00c I I I- II " � k� �►r�� ♦fir xl 16 0.c. 2 0 } (2) 2x10 D F. ♦�♦►��� nn1- n -I ---in 2 I►���►��� 10. 1 1� `o �. i L.I e1 TYP a6 LANDING I,,; fG N ■ tk L I p I (2) 2X10 D.F. ` 3 ,�� ♦••■♦♦♦� y 11. j A% t 0 0 ►‘ MST3 NOR{.. 1 � o ��� Yfi , ii I CO CO 2 `la I ii 0I 1"`T I �j ������` REVISIONS: DATE: 6lo O,C. ... 54.2 `� 1 ►�♦ ► TYP. a 54.1 I zxb 12" o.c. u,r-SERE `I /Oj ♦ �♦EENTRY LANDING APPLICALE � TY , 1 54.2 t44444 54 2 I 1 ` P L MT48 _ 11 5421 ♦ ' I ��� ►��� I STRAP Q ���� ♦��♦ ��♦�♦►��� 'may : - - - 6x10 _ Lx6 ®_ :L.®.® 4x6 - �►'! �♦� �� x6 TY � t ,., P 543 a I ■:://r:Pia•®�.®__ �� �. .�� - :�-.-;� �,�,�� ....._ r=`= GIRDER TRUSS -UN.O. 7 _ _ _ DFI _., -,�_ _ r__ .. _ _ x6 CON1. STUDS FROM -� I I � r� r� r� r� r Ned 1 I-- I ■ _ FOUNDA110N t0 TH11@D I y y a._1 1 9 i 9 I ±g' SIMPSON CSI6 `4x6 FLOOR THIS AREA ��� /,, GABLE N• TRUSS PROJECT No. 1 1 2'-6" WIDE x 12' DEEP CONT. I 1 - I I 1 COIL STRAP TO DOOR I I B FTG. WS BAR a0 12" O.C. B L 54.1_ - 1 54.2 I I HEADER AND 2x6 BLK'G !� 2x6 OVER- 20010 J.00 1 2 EA. WAY. TOP 4 SOT. 6 _ - .- BETWEEN STUDS EDGE NAIL FLOOR r/ FRAMING •YP. 42 D D ®_ _® TO 20' CONT. RIM ® 54.2 1 v 1 1 , I 1 DOUBLE STUDS I DRAWING TITLE 42 FOUNDATION S . / SEE FOUND ON NOTE I- _ _ PLAN FOR UNDER ENDS OF HOLDDOWN GIRDER TRUSS NOTE UNIT PLANS INDICATES SHEAR WALLS FROM CALLOUT INDICATES SHEAR WALLS FROM FOUNDATION TO SECOND FLOOR I - `� (i '\0„„ , _ THIRD FLOOR TO ROOF UNIT B-S I I S4.1 54.1 PRECAST CONC. STAIR TREADS N I S A G . LEVELS 112,3 8c ROOF SEE R SCALE: 1/4'=1'-0' SHEET No. N LEVEL ®1 FOUNDATION PLAN FRAMING ROOF FRAMING PLAN LEVEL -2 PLAN LEVEL 3 PLAN SCALE 114"-1'-O" UNIT B-S SCALE 1/4"=1'-0" - UNIT B-S S SCALE 1/4"=r-O" UNIT B-S SCALE 1/4"-1'-0" UNIT B-S il )-4 1-i°a (at. ' H4 BEEN nmo D) a a 3', WEN ILMMILIA.1 VIVO t% iDILIVLUA i/8)L LI. fill 116111.6 AIRRWTML, LW. W UV 16Spt'U LU A WAELI VI IMILILIMISMII. unguisa Nom mes Mt£114) . lan Notes . _. , __ _ _ _ , ,, . _ .., ,.. . _. ,.._ , . . , , . . . ,„ , _ _„ , _ _ „,„ _ , , , , , .. _ _ , 1. VERIFY ALL DIMENSIONS WITS-4 THE ARCHITECTURAL DRAWINGS. ti 2. DETAILS ON TI-IESE PLANS ARE INTENDED TO DEPICT THE GENERAL CONSTRUCTION METHODS FOR THIS STRUCTURE. CONNECTIONS, DETAILS AND CONDITIONS NOT .1.., „-- SPECIFIED SI-4A SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPE ED LL a OF BE ASSUMED ONE AND T1-4E SAME. IF QUESTIONS REf�ARDiNCx THE APPLICATION DETAILS ARE ENCOUNTERED, NOTIFY THE 4RCI- ITECT / ENGINEER FOR TI-4E FI A f N IN A TIMELY MANN PRIOR TO ID OPENING. C A I G T O L ER PR R B `± L R E 3. INDICATES SHEAR WALL TYPE, SEE SHEAR WALL SCHEDULE. INDICATES HOLDDOWN TYPE, SEE HOLDDOWN SCI-IEDULE. - 4. ® INDICATES 2x WOOD STUD WALL. Y '-':,:-:_f . 5. INDICATES 2x WOOD STUD SI-1EAR WALL. ,_ 9 6. STEP FOOTING IF REQUIRED PER DETAIL 5/54.1 I. PROVIDE 6' (MINIMUM) CRUSHED ROCK WITH VAPOR BARRIER OVER AND 2' OF SAND UNDER ALL CONCRETE SLABS ON GRADE. 8. ALL TOP IE. SPLICES SHALL BE AS SHOWN ON DETAIL 10/542 UN.O. ON PLANS. GGLO Architecture and Interior Design Limited Liability Company 1301 First Avenue, Suite 301 Seattle, Washington 98101-2074 Phone: (206) 467-5828 Fax: (206) 467-0627 ■ e I; 6969 S.W. HAMPTON ST( T _f r'.i5 TIGARD,OREGON 97223 ROEU(H (503)624-7005 FAX 624-9770 CONE I 18 x18 x12 SQ. FTC, 231 SW 9CALEI{OtISE LOOP SINE 101; W/(2)-#4 BARS EMC IN IN ( � FAX 383 9 96 EACH WAY .. l <,: 4x4 POST 4x4 POST 4" THICK PATIO SLAB LUS26 TYP. NOTE WI 12" WIDE x 16' DEEP DECK INDICATES SHEAR WALLS FROM TIE 3'-6" OF BLK'G TO 2x6 FLAT BLK'G ALIgoowN N HEDS THICKENED EDGE. - DF 4x10 SECOND FLOOR TO THIRD FLOOR W AT REINF. W/ (2)-*4 TOP LOWER PLATES WITH LOWER PLATE C-�ES OF r { I I 1x4 DIAG. BRACE ALONG / =. . 1'-ID' OF SIMP. CSI6 3._6" HEIGHT SHEAR WALLS L- _J I__ __ BOTTOM OF JOISTS, NAIL TO r / COIL STRAP BELOW AttliNk ALL FRAMING W/l2) i0d MIN. " O TYP e 0 Jl,, i6 \ J//;\< 1 15 TYP. TYP. 3'-0" F� F�'C� i. -- -- 1 1 \ 3 54.1 i 0 542 0 542 �► ��p v I I TYP v 2x6 LEDGER�W/'�z"0x5' LAG \ 542 © ��$ eyat 13 54.1 BOLTS 24" O.C. INTO SOLID FRAI"1(Nlz i 15472 j), L F � �_ _ - - - - - - - _ , . :.. . � .� . I c 4x6 4x6 - (� ��= NAIL STRAP 0 tz I 3'-05(4'-0"x12" J L I s TO RIM TYP. I ( ry _ 9'99 25 •� �0 FTG. W/ (4)- *4 r I I _. 4x6 POST 11q I I DIED t I BARS EA WAY I I I 1 4x6 POST 0a ;I SOLID BLK'l 542 I BEAM I Zy��2: O I I �@ 4 HEADER UNDER WALL. ( I 2k G 1 I SIMPSON MST3-1 a 54.2 ABOVE HORIZ. TIE, SEE 2x12 DF. 0 24" O_C. I I '2 �Jr ID I > 4x6 POST - '+ 6 LOWER ROOF �' & _ I I - r I L. - \ +s °1x11 is PARALLAM PSL , s;;� •- 4 6 - _ GIRD= a? DETAIL 9/54.2 , I 1 0 SEAM ® ®, l - '` - t"iii Tr, t _ " ,_ " " U I I 4*'t'b$$'b*'*'*4X41I' t. 3 0x3 0 x12 FTC. I •^' 0 . : r I JOIST ON EA. SIDE @ 9 1� UNDER ENDS OF - * k z A :I I ♦ 000t► W/ (3) 4 BARS I EA. WAY I `�'�� �1 I I of PARALLAM m i i 14 �.�V. -) GIRDE2 TRUSS I � 54.2 �`►�0001O00� � I .4. 0 I I 0 {. HIUU 7.12/11.88 �! ` s4.2 0`,�����►����� 1 ITYP.I gook I I �, 15' OF 51MP. (816 I L tk o 1 ►s.00. 4.0..�I� COIL STRAP ON O.!0.0.E Quail H 0110 W 54.1 10 I.IL___Ji 5 4x11 a -� �- � �►�..� ) _ 54.2 TOP FLOOR NAILED @ PARALLAM PSL -l� ��������LuERE To BLK G BTWN. _• `+� MST3-1 HORIZ. TIE I I �S OOOO f1 APPLICABLE - / APPLICABLE i I FLOOR JOISTS +� ��� / (3) STUDS 1� I ♦Ili/!�� U� SIMPSON MST31 I ( I 4 d`I ALIGN LVL W/ SHEAR BEAM u I 11�.��� a0�>00 1 TYP. F STRAP lE, SEE �!�"� YI I - WALL. EDGE NAIL 54.2 v °I -. 54.2 ) DETAIL 9/54.2 : if 54.2 2 TYP. I �� w�.�• 451 FLOOR TO L VL o SAT h ® p J - I I r y h G 1 7 il 1 , 1 r 54.2 r I I ALIGN JOIST ABOVE W/ - 2'-6" NAIL STRAP TO i�tM SHEAR WALL BELOW A ♦;� 3�1 2x6 OVER " . - FRAMING• OVER- ! L� I ' 6xI2 DF*1 UNDER I ' ' NAIL FLOOR TO JOIST : - I' _4- ID L r I 10 I I S W/Dd ro" O.G.) . SHEAR WALL ABOVE 54.1 I (EDGE NAIL FLOOR I 54.3 I 0 I I I I l: L- J TO BEAM) I 4 i 11 1 TYP. e L - J I_ 41 �t �- � � EA. END �-- - - --'-1 4 1 II, 3 � ® I 4 cn - 542 I '1 -) Tigard, Oregon Li] 54.3 OPEN NG I -► _ lea 54.1 fi N � _ �. � - - TYP. f I-- __ - .. ,I (21 11�i8 TJIIPRO- 350 1 I ` BLOCK BTWN. STUDS 54 3 11 54 2 or -I �•r -1 AI, . , e `I I I • STRAP I ( RIDGE I Brownstone Homes, L.L.C. 2x6 STUD WALL }� cv I I x -J IV t Mme; I 54.3 I A 5 I s f , 3,2X11�g I g4:i SIM, 2x12 T4' IR:zLES I TIMESTAND LSL I L =- -I I I I DRAWING ISSUES: DATEID 2'-0" WIE x 12" DEP 54.1 ) LAP JOIST 12' NAIL OT WN) FI G. W/*5 BAR a6 12' O.C. I LAP UJ/(20) led NAILS I a) I, J ' 54.1 - J - - - l_ 1. DESIGN DEVELOPMENT 1/9/01 EA. WAY. TOP BOT, i I I 0 o' I. - - - I - BLOCK BETWEEN ( (- HOOK TOP SOT. LONG. I i 0 0 2x4 STUDS 24 O.G. � sl ( _ I a STRAP 2.DESIGN DEVELOPMENT ROUND 2 1/18101 STUDS S R P a - II I � I ♦♦ RE INF. INTO STEM WA I A TY A 3 D FLOOR LL �. P R W LL R L w g t►♦ 1- 1 It; FOOTING -.. I ( I I ��' I ONLY. ALL OTHER FLOOR' - ( 4$ 4 7. I . 54 2 -I I 2xOVER- 3. PERMIT SEJ COIL STRAP ' Cz) 2x10 DF. I !♦ i FRAMING ( OPEN 0 :II r-0 ( .- +16' OF SIMP. CS16 84.3 � .1►..�' _SIMPSON S IMPSON I -n APPL ICASL'a ti,, ®.- _R.- GOI L STRAP ��'� ( �♦�♦� •!♦!♦�r �. I IUE LU5210 LU8210-2 ®� CM.=®� I,` WHERE �� ■I ►�..���`� , X' _r o.v APPLICABLE '� ���/►���' = 5. I . ►000�►�►�..� I'' ( n 1 '� I o G• e00d►31� 1. g 4 CONC. SLAB f; I �' O ■ P J I (2) 2x10 DF. I I I ¢ ► �. 6. ON GRADE I4 (2) �I I I 2x10 I6 O.G. k .\.* �� I �%:Iiii O101.01�� v t D 1- �1 I I I (2) 2xi�D.P. I TYP LANDING x 02- ..4 I k 2 I---� y,` igh 0 I ���� 'I I ���►♦ M5131 HOI . TIE � �, I ►000!0♦1 I I Q 2X 2 mu �I o I s) e 1 ♦00� .0� X0.1►.00,4 Si TYP. 8 I I B . 16" S ¢0 7 1 01�0�►.0�� �00�►.0� 1�. O,G• 2x6 a i2" O.G. U x I I.. ■I�.! �� 6, M I ENTRY LANDING I �Q�y P. `TYP. 54.2 !�ljl`��♦�.�.�, .�.�.��♦�♦�► t t° SON I ,� ': �- -� L - - - - s 84.2 54.2 10j�10.'00l��� I I ►.!!���`� H. i 54.2 I I - MST48 �i� �./�����.�.��` ��./►.� ► zs STRAP ( fi I �,�� 0.0000��, ► ' J LJ l I LJ LJ LJ L 54.3 SIM. (®-® - t, ��1 -..� ►_� _ .I \ n - Dm.. i L 4x6 ®®� 4x6 - _��- ►- ,,, �,�� •6 T A.. 6x10 i 01,--. �.� =, REVISIONS: DATE: .. .:.. v __, _ _- .., ''' -.. .. ,.:.. _ .. _..,..,sue i....A. ` - - - . :...t. r,c,-d.'�--�� �=�._ ?_:. s-..�..?°':- -. �-. -�-F,.'�.., ., :,. ,: ..,.._,,-._....,. .s -,- ....... ♦ ..--.:�. ® .._ � ..4•.x<..... -:-::!.:.v��z�,�;,.:�...�.=k+.-. -�.R�f 7�T`}�.,a���� aw. _ 111 J _.. ..., ..._ _..._.. ...... .........._-_._...-_..._ _'`::..-.-- .mss r�„ _Ew. - y __ - v (0 1 -i r i I- r r a -+ +(0 2x6 CONT. STUDS FROM - - - -� I --J ;s �s 6 FOUNDATION TO THIRD =111 c I I 9 4' 6 I t9' SIMPSON GS16 4x6 J 'FLOOR THIS AREA " /�I COIL STRAP TO DOOR ► I I .- r *...__. :.1111116111 TYP. 12 1 2 -6 WIDE x 12' DEEP CONT_ I L I © © i B FTC. W/*5 BAR 12' O.C. B L 54.1- - 542 I HEADER AND 2x6 BLK'G 2x6 OVER- S4.2 ' 2 EA. WAY. TO SOT. 6 ,_ BETWEEN STUDS EDGE NAIL FLOOR © FRAMING P B TO 20' CONT. RIM 15 D D 543 -®®0 . _ 1 DOUBLE STUDS 1 I i i FOUNDATION 542/ SEE FOUNDAT ON v ,,,....... - - UNDER ENDS OF PLAN FOR NOTE (� r1 PROJECT No. H WN GIRDER TRUSS OLDDO I INDICATES SHEAR WALLS FROM I I CAL LOUT NOTE 2001026.00 FOUNDATION TO SECOND FLOOR `�I I INDICATES SHEAR WALLS FROM PRECAST CONC.I 54.1 c STAIR TREADS THIRD FLOOR TO ROOF t I I SEE ARCH. DRAWING TITLE L_ __ I UNIT PLANS I UNIT C-S LEVELS 1 ,2,3 & ROOF LEVEL -1 FOUNDATION PLAN LEVEL -2 FRAMING PLAN LEVEL -3 FRAMING PLAN ROOF FRAMING PLAN SCALE: 1/4'=1'-0' SCALE 1/4 ®1.0 UNIT C-S • SCALE 1/4"-1'-©" UNIT C-S SCALE; 1/4'•-1`-U'• UNIT C-S SCALE 1/4"®1'-0" UNIT C-S SHEET No. N w S206 0 ° (52.5 WAS 5EEN REMOVED) % AP ELmatur16e16dra& 6L ALI IDAINZI, UA liLO• MI Off. OW. 'U UV IMALV$1111MIL WLIM @Lt porumnanun. unglue.' 1 WM Sr4 LOU • I lan Not _- _,- ,. ,_,, -= , f , _ ,,i.„,,-,_ . , _, , . , , i. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. w 2. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT TI-4E GENERAL CONSTRUCTION METHODS FOR THiS STRUCTURE. CONNECTIONS, DETAILS AND CONDITIONS NOT L THA SPECIFIED SHALL TO THOS TA D LL SPECIFICALLY SHOUA�I THAT ARE SIMILAR E RE PE E P it BE ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF DETAILS ARE ENCOUNTERED, NOTIFY THE ARCHITECT 1 ENGINEER FOR THE t CLARIFICATION IN A TIMELY MANNER PRIOR TO BID OPENING. 3. INDICATES SHEAR WALL TYPE, SEE SHEAR WALL SCHEDULE. . t INDICATES HOLDDO(1 4 TYPE, SEE HOLDDOUJN SCHEDULE. ] y r". 1.-:.:'",-":":.,:,'''----:-'::;__ f,-z -r .,- j 4. ® INDICATES 2x WOOD STUD WALL. 5. -�- INDICATES 2x WOOD STUD SHEAR WALL. 6. STEP FOOTING iF REQUIRED PER DETAIL 5/S4.1 1. PROVIDE 6' (MiNIMUM) CRUSHED FROCK WITH VAPOR BARRIER OVER AND 2" OF SAND UNDER ALL CONCRETE SLABS ON GRADE. S. ALL TOP 1E. SPLICES SHALL BE AS SHOWN ON DETAIL 10/642 UN.O. ON PLANS. GGLO Architecture and Interior Design Limited Liability Company 1301 First Avenue, Suite 301 Seattle, Washington 98101-2074 Phone: (206) 467-5828„ ___, „ ._ , , Fax: (206) 467-0627 ■ ':i•:P', 6969 S.W.HAMPTON STREET ,F. T�ARD,O GOM 97223 _, FROEUCH (503)624-7006 FAX 624-9770 CONSUI.TING 231 SWSCALIIIME LOOP SUN 101: ENGINEERS INC O,°` '1 97702 1 (541)383-1828 FAX 383-7696 NOTE INDICATES SHEAR WALLS FROM TIE 3'-6" OF BLK'G TO 2x6 FLAT BLK'G ALIGN HOEDOWNS 1 SECOND FLOOR TO THIRD FLOOR ICI 4" THICK PATIO SLAB LOWER PLATES WITH 6 LOWER PLATE WEDGES OF I W/ 12" WiDE x l6' DEEP -3. �..__ ,_ _ .. .... . . _.., ... ., , �'-0' OF 51MP_ C816 3._6" HEIGHT SHEAR AS THICKENED EDGE. COIL STRAP .Y'AIL. TYP. 6 , TYP � ( I 54.1 i 0 54.2 [ LWLL � 4� FRCPFS'�p 54.2 Nir �� taoiNe /® L' 54.1 J F9 o - 2 ., • <. ,gam-�... ••� . ,.._ ...:.. Y :...r � >-, _z ,. .. ,;- _..� � �. :.k�'. f� __.,t_ --_- .�� .. - f -'+s - . .. y .. .f', Lu�'-.. �. _ , , - G ..,.nT,...� k 1 w.:v�1F _ �d,'1 �Y"- Fr.`yid dN} -RT'.> � � v�-�,. i ..wa.0 � '��Y.Y �' - . V t - .twa ,, : . , ® - i T;c4, ,a, :fit �..,Mr7_-r... -, n_ - -._ :sry.-- mss -4 _ _.,� - =K�'±�.. �. "X'- s _ ._� «' �c Yi• :s- '� 4x6 4x6 /- �'� , Y : I, i I NAiL STRAP I i I I I 0 '<, `�Y 10 ..„1 1 ' " " I TYP. g .I -1 I ,, ry i 9�� 25 A. 3 -0x4 -0x12 J L I I �- I ' i FFT C. W/ (4)- *4 r - ! I a i TO RIM 4x6 POST F � �'4� �Q�' BARS EA WAY I 4x6 POST I SOLID BLK'G 54.2 I BEAM I 1-"2 9 I I �� {0' Z DIN fes DO 4 I �-4 ( HEADER UNDER WALL I 22 . Q' .� k t2-31-01 �j I SIMPSON MST3-I 1 0 k 84.2 �I ABOVE HORIZ. TIE, SEE 2x12 D.F. 24" O.C. 3 i I Q Si- la \ ® 4x6 POST 1_ _ 1 +� ,.1. lxili$ PARALLAM PSL DETAIL 9/54.2 S LOWER ROOF - 4 6 - GIRD-R TRUSS e BEAM I ; :.x.ss* *.*.ss**' ; r s 3 -0x3 -0x12 FTC. � 0 542 1 ( JOiT ON EA. SiE 0 � s< UDNDER ENDS STUDS At I 1 W/ C31- *4 BARS I NX = � A I I OF PARALLAM m - Sl - E 14 � GIRDER TRUSS EA. WAY �� I :I I x I ) 54.2 ♦1....�►������ (TYP.) ce 0 I 0 0. HWU 1.12/11.88 - �r S4.2 ,�....V..♦� ♦♦♦♦.� w I 15' OF SIMP. CSi6 ) �..U. �.�. Qu.ail Hollow o _ ® !:yO 5�1LAM x111i8 L �.���►.��� 54.2 TOP FLOOR NAILED J- J IU P L I- ^1 ���� � ���� I to r�� +cv t- I I �►����. FLOOR JOISTS + I MST37 HORIZ. TIE APP ICAB D�o o L 3; LE, APPLICABLE i SiMPSON MST37 ( ) STUDS 16 �I ��� ��. � g L I 4 ALIGN LVL W/ SHEAR e BEAM I ��A,_. I TYP. F STRAP e fiE, SEE �. ;�. : ( @ 54.2 ;-1 2 WALL. EDGE NAIL DETAIL 9/54.2 TYP. 542 I ��:l::� -1 p 54.2 F I FLOOR To LVL t Townhomes��. r���,I I - 542 v - I � I I I i � ALIGN JOIST ABOVE W/ 2'-6" I I I NAIL STRAP TOiM SNEAK WALL BELOW r L A `I `�� FRAI�NGR 6xI2 DF*1 UNDER I NAiL FLOOR TO JOIST t a;�a45 -- [ I S W/tmd e 6' O.C. rt r r - -I 1- I l0 6 I i SHEAR WALL ABOVE I �l 54,1 I (EDGE NAIL FLOOR I i 54.3 #I - L:: ::HH I i To EAM) ;I_ x I �I cn J - J 11 I I 11 EAEND `� I m I of STAIR -1 Tigard, Oregon Ali 8 �� � .I 54.2 �! 54.1 I as .` _ 1 3 OPENING ' TYP. f N / - 84.2 or II L -_f_ --� r --1 `.-: i 1'I (2) I1' TJ i/PRO- 350 I'I BLOCK BTWN. STUDS s4.3 1 i If I I i ilkib, e STRAP _ Brownstone Homes, L.L.C. _ l I. I G 2x6 STUD WALL cv � � I R D E 3u X 54.3 I -� i iI : A 5 �-+ ► 3�i�xll�is III SiM. I 2x12 STAIR STRINC-cERSI /� T IMBERSTRAND LSL r - ( :, SL/ 2 -0 WIDE x 12 DEEP 54.1 1 LAP JOIST 12" d NAILS TYP. (NOT SHOWN) ?L - - 1 I I DRAWING ISSUES: DATE: FTC. W/*5 BAR e i2' O.C. 54.1 i LAP UJ/(20) 16d NAiLSI I i; J I- - J 1.DESIGN DEVELOPMENT 1/3!01 EA. WAY. TOP 4 BOT. - I I 0 U' i;' - _ J - - - - K= BLOCK BETWEEN i t r � F. BL BE I -� a e HOOK TOP OT I ° 2x4 TU S 24" O.C.B LONG. I ( STUDS e STRAP . S D I 2. DEIGN DEVELOPMENT- ROUND 2 1/1 !01 AIL 1 I ^_k a II x.. X REINF. INTO STEM WALL ( I . _ I I I PARTYWALL e 3RD FLOOR I ■•,►� 1 4.i,; FOOTINCz I I ONLY. ALL OTHER FLOOR--- ■I.�� 15 OF SIMP. CS16 i- I I 2x6 OVER- 3. PERMIT SET 9!6101 i 84.2 I . .COIL STRAP _ (2) 2x 10 DF 2x4 e 16" OG. I itJI?, FRAMING _; _ MPSON SIMPSON OPEN 0 ��APL ICAL ®- - I APLABLE - 5. I I I , o 4' GONG. SLAB I \ a I �. OG '�'�'� 3jj� -► . ,i (2) 2x10 DF. ti I I I " g ♦�� ♦♦, I. ON GRADE I AN IN �'(2) 2x12 2x10 e 16 O.G. D » TYP LANDING G ` I �.��►�♦f f -1 1 I 1 f f( I (2) 2x10 .F. I r , I �.$) 4$4 1.i, !.i. (15D ; lir 0 0 I li H° ° I ;I I :h:: ���� MST31 HORI . TIE►2 17 Tat______------41 TYP. g B �� o. 2x6 e 12 o.c. e I 4 0' 1 1I r �����•������4t ri ,�����►.�.��� 10. ■6 SiMPSON I ENTRY LANDING �'�� \ry TYP. TYP. 1 , I I ► = 9. t. 54.2 I 54.2 .jl ►��� �..1 �.� L_ ._I L- - -- jA MST48 , I h. w 54.2 54.2 �.jl.�...� ..��..1 11. _ STRAP i < I .��ii�.�� AKA. ► I SIM. I I ►..���..1 : - 1 J L J l I L J L L J L 54.3 I .J - - -� _ _ .�.. �.■ ►�`� ��Al- �, r . L_. a-e 1._ 4X6 ✓ �� _�.,, - :, s . J 4x6 ®-J VISIONS: DATE: _ 6x10 DFL *1 ., a , . _ .. A RE $�?�� ' 5�?-. __. ... _._. . '� -7s�£.o-�`��''s'i== <.� � :.. , ..,.....3'nx --.ids-,;-. T'Y .. r ::.sr+ . .,s . _ft- s FOUNATION TO THIRD±SS iMPSON CS16 6 2 - WIDE x 12" DEEP CONT. 54.1 5q 2 B FIG. W/*5 BAR e 12" 0,C. B L J I HEADER AND 2x6 BLK'G 2x6 OVER- 54.2 2 6 BETWEEN STUDS EDGE NAIL FLOOR © Illrik E A. WAY. TOP SOT. - FRAMING D D 54.3 - TO 20' CONT. RIM 15 I SEE FOUNDATION 34.2 v v DOUBLE STUDS NOTE I- _ - -I PLAN FOR UNDER ENDS Of PROJECT No. HOLDDOUJN GiRDER TRUSS INDICATES SHEAR WALLS FROM I I F 200 1 026.00 OUNDATION TO SECOND FLOOR i g I CALLOUT NOTE M1 54.1 THIRD FLOOR TO ROOF 54.1 PRECAST CONC, INDICATES SHEAR WALLS FROM SEEi ARTCHADS DRAWING TITLE L _ _ J UNIT PLANS UNIT C -SB LEVELS 1 ,2,3 & ROOF LEVEL -1 FOUNDATION PLAN LEVEL -2 FRAMING PLAN LEVEL -3 FRAMING PLAN ROOF FRAMING PLAN SCALE: 1/4'=1'-0' SCALE 1/4"-1'-0" UNIT C-SB SCALE 1/4"-=1'-0" UNIT C-SB SCALE 1/4"mil'-O" UNIT C-SB SCALE 1/4"-1'-0" UNIT C-SB :. SHEET No. izQ .. GO S207 14 -t4 E-+ A E- E- 0 0 VWTW AAYALLA4AVAe II AD WAWA WOAVA. AIL iSI,YW A'etVflaU. MA W eC EeFAFWeeeU RLYWW yucuuSiV11. maps= Wee. NW Wk 1dU/ • Plan Notes L VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. lb!! 2. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL CONSTRUCTION METHODS FOR THIS STRUCTURE. CONNECTIONS, DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME. IP QUESTIONS REGARDING THE APPLICATION OF DETAILS ARE ENCOUNTERED, NOTIFY THE ARCHITECT / ENGINEER FOR THE CLARIFICATION IN A TIMELY MANNER PRIOR TO BID OPENING. 3. INDICATES SHEAR WALL TYPE, SEE SHEAR WALL SCHEDULE. LIP' INDICATES HOLDDOWN TYPE, SEE HOLDDOWN SCHEDULE. 4. o INDICATES 2x WOOD STUD WALL. 5. EOM INDICATES 2x WOOD STUD SHEAR WALL. 6. STEP FOOTING IF REQUIRED PER DETAIL 5/54.1 1. PROVIDE 6' (MINIMUM) CRUSHED ROCK WITH VAPOR BARRIER OVER AND 2' OF SAND UNDER ALL CONCRETE SLABS ON GRADE. 8. ALL TOP E. SPLICES SHALL BE AS SHOWN ON DETAIL 10/542 UN.O. ON PLANS. GGLO Architecture and Interior Design limited Liability Company 1301 First Avenue, Suite 301 Seattle, Washington 98101-2074 Phone: (206) 467-5828 Fax: (206) 467-0627 6969 S.W. HAMPTON STREET TIGARD,OrEGON 97223 FROELICH 11624-7005 FAX 624-9770 18"x18"x12" SC, FTC. CONSULTING 23t3wscAtealLOOPSUrESm w/(2).«4 BARS ENGINEERS,INC (544 FAX 383776966: EACH war 4x4 POST 4x4 POST LUS26 TYP. I NOTE I r- I- -I m DECK INDICATES SHEAR WALLS FROM I • I I I DFL «I SECOND FLOOR TO THIRD FLOOR TILOWER :::,15:11:7_7______ �xLOWER PLATE 1x4 DIAL. BRACE ALONG , r , ALIGN HOLDOUJNS 111/EDGES OF L- . I L _ _ I 'Bottom OF JOISTS, NAIL TO / \ 1'-0" O 3'-6" HEIGHT S. SHEAR WALLS ALL FRAMING W/(2) 10d MIN. / O. O f v BELOW 110 TYP. 54.1 2x6 LEDGER W/°r1"4x5" LAG \\ 54,2 © I TYP. © 0 0 3 m `S-se Ne�FS, BOLTS 9 24" O.G. INTO \ 54.1 �o EN Fq l O SOLID FRAMING El /J L J L\ 11'� ¢ t5,4 I �-�- - ' 72 -I J ur Pam . s �,- r �* v . � r 1 I I �- 6x6 POST GARAG 4x6 6 9 _ 0 ( U �RECION ,\ 1 I 3' 0"x4' 0 xl2" I I I HEADER I 4- P p , 1 FTC. W/ l4)- "4 1 j1,. I Ind 0- 4' a� AIL g94k91 DItoe 1' BARS EA WAY © I Z 1 r ' SOLID BLK'G I JOIST ON EA, SIDE I HWU :::8 (1* OP MST31 HORIZ. TIE �� UNDER WALL OF PARALLAM I 4x6 * I): it to � � EXPIRES 12-3E01 I 1xlhra PARALLAM PSL ,L - 4x6 - 0 I . ® 4x6 POST 1 0 BEAM 1` G ►� R 7- SS � � 3'-0"x3'-0"x12" FIG. 'OQ , �A 41.1 2x12 D.F. 24" O.C. i �_ ry - 1' - _ _ A+- W/ (3)- 4 BARS EA. WAY U \ 0 +6 LOWER ROOF i `�� D:DU!: E STUDS p, DBL. JOISTS / / ♦����1 ♦ a' SLOPE 0 �� I �:♦:5;�.:`:.:♦:U� U ENDS OFER TRUSS SLAB ti� 0_ SIMPSON M5T31 O ® t C .) �� 0 0 3 m0 HORIZ, TIE, SEE (� �� *������� © �e - m xl - - 'i;1i'•ii �1 QLlall Hollow 542 n DETAIL 9/54,2 ■ !MP. 3 4 I i -IJ �, �I v N n-1 / South 54.1 I 3'-05x3'-0"x12" FTC- 4 ,? 5lgxllva w/ (3)- 4 BARS BL. JOISTS WALL EDGE NAIL - -« Wy AALLAM PSL EA. WAY APPLIC ® ^ FLOOR 70 LVL - ® \�5 .2 it SIMPSON LUS46- 'o 1 .. -.. A 2 ' 1 ® V V 1111 ®11.11., c� • I N 2 7YP. 2x6 OVER- 31/2x1114, PSL UNDER 542 , I FRAMING SHEAR WALL ABOVE ""' 0 r - - - -r L� 54.3 NI 3 D 6 7YP. I (EDGE NAIL FLOOR _4 1� SIMP50N MST31 T - r - - r © -I TO BEAM) 6x6 POST STRAP f', SEE 10 J L - -541 EDGE NAIL FLOOR _ HEADERGE 4q DETAIL 9/54.2 4 0 r L_ JL _ I v I m 1 ^ SIM TYP. g \ / I 54.1 ( SIM ���l2) II ra TJI/PRO- 350 i gp - J I 54.3 TO JOISTS } II `r `� 6 EA. END a L_ - X - - 542 54.3 OF STAIR 7YP. f 3 7YP. - a Tigard, Oregon -a _ lL-L w,ste,"u2 w2s 1 T4J 1 L I -J OPENING a for J r Ir- 1 (2) Ihra 7J1/PRO- 350 11! 54.3 ' F - - 9 ' F A Ira � B STRA�eTwN. STUDS Brownstone Homes, L.L.C. _ RIDGE L. A i Lj 0 r`, I ® IJ 1 1; 3°16x11'ra I 11 I r r 2x12 STAIR STRINGERS 0 54.1 TYP. 0 U xl J TYP. (NOT SHOLUN) 71MBERSTRAND LSL L -_- 10. R, ELI { ^0 {i C - - - - �{ I. DESIGN DEVELOPMENT 1D9/CDI Lw r - , I I © 1 L BLOCK BETWEEN 0 - - rI I I I _tip STUDS 6) STRAP 2 c 2x4 STUDS 24' O.C. 0 % ' , 2, DESIGN DEVELOPMENT- ROUND 2 V18/01 -� PARTYWALL b) 3RD WO- 4 �Y 1 I 1 ke 15' OF SIMP. C516 © 19 l-3 `� 0 ONLY. ALL OTHER FLOO°S- #a •� I a a PERMIT SET 9/6/01 I I D J l L 1 colt STRAP ) 2x10 D.F. 2x4 0 16" O.C. �����ir%* I I L- t L - SIMPSON SIMP50N I OPEN o WHERE' ,:(co 4 15 fib' OF SIMP. CSI6 1 �g tiiti $iI� , � A.F © U21APPLICABLE G_-TI-_-1 I g3 54,3 ( 5.I I I 1 ro II II WHEE �! I N(2) 2x12 I (2) 2x10 OF. ,, I 1 ■ 2x10 0 16' O.G. APPLICABLE N' F'- tid° 2x6 0 ER- 1 ���* ••4 6' u r 1 r n a I r n1 ( I 11 ' TYP 6 LANDING I # iA 4 FRAMI G frr���I L J N N TYP• 2 CO) 2x10 D.F. P �� ■��♦♦∎ 1,S. i 9, - 54.2 a 54.1 s YP, 1 -I ! L I /� MST3 HORI I. */� 54.1 0 2 a m -"."" 2x6 12" o.c. "4° I 1 1�••��•A ���iit 1,111 9. TiC 0 I �� 9 16" a ' sa ENTRY LANDING �' I x l 0 � ���•�� d ��•tji)J� � 10.■TYP.a d1 x s1 0 - ��� lr ��5�3 81M�SON d �S� �ti TYP. TYP. 542 r� � ilL- � //- r a- LJ LJ LJ LJ L �� � e Rya z. SIM. J 54.3 �-,- r I-- 6xh0 J 4x6 __ J 1 _ 4x6 _. - ��� �. ;7/I. -� -:.1=2.1. -. *sat.--� S REVISIONS: DATE: .rTo. - - -\ \� _ �/ ��IO�s'�_.�� o - - -I © I % `+6 DF"1 p+� El El r� El ri 1 +� � N 0 - 1. - - //, 1M� a 4x_ I 54.3\�Lj� - - 1 1 7YP. 42 1 I 2x6 CONT. STUDS FROM 1 S S 1 2x6 OVER- 542 �J22 1 7 S�j `� i2u�� � 3 __-- .1 FOUNDATION TO THIRD EDGE NAIL FLOOR �� l� D D Q�/ �2 54,2 FLOOR THIS AREA TO 20' CONT. RIM FRAMING 15 13 v v 1 P. EXTERIOR F G: l G/ 7- I I NOT REO'D OT REQ'D I DOUBLE STUDS 542 TYP' 54.2 8'x105(CONT. F - - -1 UNDER ENDS OF (2)-4'4 E3,4:-= CONT. I GIRDER TRUSS NOTE PROJECT No: 10 THIRD FLOOR TO O ROOFS FROM NOTE I 9 l 2001026.00 NDICATES SHEAR WALLS FROM 54.1 541 // PRECAST CONC. FOUNDATION TO SECOND FLOOR I I - SEE ARCH.`� � - - J e� DRAWING TITLE UNIT PLANS UNIT D-S LEVELS 1 ,2,3 & ROOF LEVEL -1 FOUNDATION PLAN LEVEL -2 FRAMING PLAN LEVEL -3 FRAMING PLAN ROOF FRAMING PLAN SCALE: 1/4 10-0" SCALE 1/4"=1-0" UNIT D-S SCALE 1/4"=1'-0" UNIT D-S SCALE 1/4"=1'-0" UNIT D-S SCALE: 1/4"=l'-0" UNIT D-S SHEET No. 3 W w S20 S H m ww Dwm Arab r WW1 IS LP r4DUMY YDDUU% All rquww LWO\9VU. UUL W UV rolMUUUODU DIWVUL porJflftuan. Ufl$ W MOM Duo Al MU . bill • 84'-0" s s Orfi 2'-0" 20'-0° ::: ::: ::::S8 s UNIT C B 5 U S 8 s s s s 1 illid , GGLO ■` , L_ .� _, ' Architecture and Interior Design �rrwx nr„u rm k r wv „ nom, aan ,,:.,._,., ,,,. ��:�D ..K, . . ' . ., tea, „ ,>,. n,,. ..., .... , ¢¢ ir. au _>w e...r, ,m ta:,.r t u a , -,.x.'mr� Limited Liability Company r 1 't, F 1 S f 7 LI 1301 First Avenue, Suite 301 I I rI lI I 11i I I k I L Seattle, Washington 98101-2074 Phone: (206)rr// I ,I I , `I I I �` Fax: (206) 4876062728 I1I Lu r `� " f' `� �' r I II I v S :: .I "� �/ . FROELICH 5"62 0°"FA°64� I f r I I n v- _ I CONSULTING 72,sw SLOOP 111 �' t L 1, L 1 ENGINEERS INC F ; I e L - - - - J n I ' flu L — _ _ J I I 1 I ' al IL I Il I I I I I I I I I I I I 'I 1 I I �,. T I hi 1 aI I 11 I 1 I 11 I I UNIT C-55 UNI UNIT S U\IT /U (I Iu�l to PAGt IS t agar cz, I I . (OPP, LAND) I I (DPP. LAND) I I (OPP. NAND) I 1 a/ t5,a�s I I I I ': I I I e .1 ,OREGON L— _ _ J L_ J : L J L __ _l L J L _ _ J L J L _ _ JI r 11... ti I F F=J 1 — 1F.=R I J �4gA1 DI NDPQ.P L _ J L _ J I L _ _J I exRSEE1 1x rn I F F- ---1 1 r-- - I— TI I I I I I I I I L. J L_ L_ L FOUNDATION PLAN BUILDING TYPE A Quail Hollow SCALE 1/8"=1'4J” BUILDING 1, 2 & 6 South Townhomes 164'-0" 4' 21-0' 20'-0' 20'-0' 20'-0' 20-0' 20'-0' 201-0' 201-0' 20'-0' 21-0' I ♦ s 1 s s s s s UNIT C-S , UNIT A-S s UNIT A-S UNIT 4-5 UNIT 15-N-N UNIT B-5 UNIT B-S UNIT C-5 ' ■ t ¢ _s- Tigard, Oregon for I I I Brownstone Homes, L.L.C. I i I I r.1 rvi 01 r_i r -1 LJ LJ LJ L L. _J DRAWING I DATE: : I. DESIGN DEVELOPMENT DATE �� +�nS� "a I 2. DESIGN DEVELOPMENT- ROUND 2 7/I8/0I - - - - -� . r 1 � 1r 1 " � -Ikl � I � � �I � T - - - - I rI x. k r1 V k r1 y 1- r1 Li r) 4 Li rf q, 1--, rf � Li I L 3. PERMIT SET 9/6/01 r� I I I ;, I I I I I ,a I �_� a. III r' '� r ` r r' `� ` r' r H f I I I I Ir I II II! I I I �. L' s I I Nn I 14 I I I � � 6. i �a .mm,w mawv.nmGn:n�B .mmx wwreawn, ,rvana.wwmrnm:m,rcrcn.n . as>;+ sa+m "auwm.I li iirl L _ L _ L L — I' L i L IL _ _ J L , I I I I ` I I l, I I ;' I I t I I rJ L _ JI 9. m r _ r _ _I I I I I ' I I E I II I IBS I I14 L _"-1 ':_ —� I . 1 I T ,. I I I 11 11, I I h I 1 I I I I I I 11 I I -I, I I I I11 I I I 1 ' I I I Ira I I I ItI I I °' I I I I 14,' I I . I I I 11 I I ' I IIY I 1 I . 1 + Em 1 1' II1 I 1=1 1 1 1� 1 I' 1!: 1 fv� 1a 1 1 ,� REVISIONS: DATE: !IiI!� 1 �>t UNIT 1 UN I U UN 17 al; ��° UNIT ���1L; UNT NIT � hl�., 1i=i • 1�1 1 �11�1,'. a1�1 p, " i :1 ,1 C-55 �4-5 it ,4-5 r1 ,4-5 u 5—N II I 5-5 11 y 5-5 �1 a G®� 1 I (OPP. NAND) I I t. (OPP. NAND) I I s (OPP. HAND) (COP-PS. HAND) I I Imo _ — � L JaL J L _ _ JI � L J L _ _ JL J L _ _ J �; L J L _ _ J ,� L J II (OPP, HAND) I I IOPP. HAND) I (OPP. HAND) I I . L J I I I I I :ma F_ R ,1.MSnv uwxeauY n.nvnum.' 'vrnrma:a— . �i�nn�anra.. xsax:auiF 7-7=1 r,,, rm♦.mmm n"wn:1 F -7=1 1 xxd•mrc�"s mn. mm�+ .as��—=-11 knn .rmwwm: anal mn 7=71— I x .xnvamn.. . _..�F 77=71 1 1W,A�i�au n L. =. 1 'aa� " III��� I L _ JI IL _ JI L_ _ J I — _ JI L _ J L _ J L _ J II— _ —II J Plan Notes PROJECT 2001026.00 I P - n n n fl n n F 7 I— 7 I F - I7 DRAWING TITLE I I I I I I I I I I I I I I I I 1. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. L J J J L L J L J L J L J 2. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL CONSTRUCTION PLAN. METHODS FOR THIS STRUCTURE. CONNECTIONS, DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BUILDING TYPE A & BE ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF DETAILS ARE ENCOUNTERED, NOTIFY THE ARCHITECT / ENGINEER FOR THE F FOUNDATION CLARIFICATION IN A TIMELY MANNER PRIOR TO BID OPENING. FOUNDATION PLAN BUILDING TYPE F 3. STEP FOOTING IF REQUIRED PER DETAIL 12/54.1 SCALE: 1/31.411-0' SCALE. 1/8"=11•0" BUILDING 3 4. PROVIDE CONCRETE SLAB OVER 2' SAND OVER VAPOR BARRIER OVER 6 SHEET No " (MINIMUM) COMPACTED CRUSHED ROCK AT INTERIOR CONDITIONS. 5. G.J. -INDICATES CONSTRUCTION JOINT, SEE DETAIL 11/54.1 PI S3 . 1 E O a " .. a. a. UMW Alkiont IDU1UM et !L UMW, 11 11130.110. ALI MAW =OM M. Mil X41 US EVIASILUVAL VA U U. paltum. nom Me Crift As,X, . , i - a t h 84'-0' , ry� � � ` 1 2'-0' 20'-0' 20'-0' 20 2'-0' -0" 20'-0" ® rM1 UNIT C-S UNIT B-S UNIT 5-5 UNIT C-S r El-1 1-®-1 r® re,-1 1 ®-1 1-;-1 L L LJ LJ LJ LJ :: . . .. r — � 1r- ----) 1r- --i r—� GGLO L_ J LE_ _J LL_ —-' I L _J Architecture and Interior Design (r _ __ _ _. � . � - I Limited Liability Company L1- 7 -T- (- —� r . r -1- r] 1301 First Avenue, Suite 301 ri P Seattle, Washington 98101-2074 I r' LI Li I Phone: (206) 467°5828 ( � J I " I I =a: 1 I Y- 1 jS) Fax: (206) 467-0627 I : I I I ■ :?,11 r 6969 S.W. HAMPTON STREET I I - 1 11GARD,�EGCI.1 97223 l t - -r 503)624 7005 FAX.624 9770 I L L /� ROEl.CH L ,-...,„..,%.,,,,,,, —*..e.,,„ rt e.. .tee'sse,e.1572,seek 7-0 L, ,._) ONSUiTNG i �] I 231 SG1►St:AI @iOI�E LOOP SkA�E 101 _ ii- -- -i r r- _ BEPD, G�I 47702 I I EHNEERSINC _ x GI IL___ _ J L � J L_.._ ___J 1„ (5410 3831828 FAX 38`3 7696 --.4 ,-1,.,isr,...4,:st,,x1.s.,A 0 k- - I , I ic - I I I - I I I I I I II I I I i. tl I I I I � - I I I flallINF— '.a 111 I I I=I - 2 11�I t� UNIT •i-MU UNIT uI mu mI :nom II.n L�l I �i�l g�` ` ' ����I Y I C-5 1 Y °� Y �� ��� I _ 472 I II I 1 I 1 COPP. �1,4ND) � _,+�► � �. �lor I I I u J k L _ _ J L .J . L __ _ L_ _1 L_ L:=J:11511111111: r 23 % .-:s'zu.^ :+' L>''$?; -., r 'K:r-� r sir-4_ - _ e`�. a'. _ 't - �� s- .ate _ ,��L _o = _- -- __.{ �`�AI KO � � Ir � (- � � DI L _1 I L _1 L_ 1 L _J 12-31-01 11 I I I I I I LJ L _.1 L_1 LJ • FOUNDATION PLAN BUILDING TYPE C Quail Hollow 1 SCALE 1/8"-1'•0" BUILDING 4 South Townhomes 124'-0' 2'-0' 20'-0" 201-0" 20'-0' 20'-0' 20'-0" 201-0" 2'-0' UNIT C-S UNIT B-S UNIT B-S UNIT 8-N UNIT B-S UNIT C-S 1 1 1 # ■ 1 4, Tigard, Oregon for I I I Brownstone Homes, L.L.C. 1-..-1 1--.-1 r--1 r,--1 r-i r i E.--1 I--1 L�J L J L J L J L®J L®J L J L�J r _, 1r _� 1r _ -1 , 1r- -1 1r___ _._, r_1 DRAWING ISSUES: DATE: L ___J LI ---- J LL_--- J LI J LL____ _J L___J 1. !DESIGN DEVELOPMENT 1/9/01 - _ ... - 1 f! _ — D E S I C A 1/18/01 1 r r-1 rJ I 3.PERMIT SET 9/6lOT r r- I I I .wI I I I I I I � � 4. I 1 H i 11 r—' t (- g I 1 I J � 6.I■1 x ____ _ L L :' L A r I ,.I H ij r- _ _ I �- _- rJ -_ � rJ ` r- -�� E `, 1. S. s VI - I @ I L _ __ L� . I I 1 I I I I I rJ _ J 9. _ oJ 01 I I I I I I f I I I p: is aI f r I I I I 11. I 1 , 1 I I i ti 1 I I I I I I I � 1 I1 I I 1 I I I I : I i I i 1 I ,. 1 I REVISIONS: DATE:11111111111inaam , 1 1 1�1 1 1 1�1 1 l 1=1 I`1 f�1 '' ff jj f f�I �° I • j I I� UNIT `i i�I t �1 j I [ I q nn I i mn Ii I l I I U I i MI ��I � N i fI I MN 1 Y C-5 v Y -5 °5 Y °,� Y -S a S I Y 1 I I I I I I I i I r f OPP. WAND) I I I : I I I I I I # I I I IL __ J L_ J zL __.J J L _ _ � L L __ .J L J L__ _1 L L J L- __ J F L I' I F—R I 1 1——R 11=-- R _ I —R II F-R ' J PROJECT No. L_1 L_ 1 L_ J R- -- - I L_ 1 L _J Man Not 2001026.00 I r- -1 r--1 I r---- --1 I r- T I ETi E I I I I I I I I I I I I 1. VERIFY ALL DIMENSIONS WITH TI-4E ARCHITECTURAL DRAWINGS. DRAWING TITLE L J L J L J L J L J L J 2. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL CONSTRUCTION PLAN:• 11 _ METHODS FOR THIS STRUCTURE. CONNECTIONS, DETAILS AND CONDITIONS NOT 11 SPECIFICALLY SHOW( THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BUILDING TYPE C & BE ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF DETAILS ARE ENCOUNTERED, NOTIFY THE ARCHITECT / ENGINEER FOR THE E FOUNDATION CLARIFICATION IN A TIMELY MANNER PRIOR TO BID OPENING. EP FOUNDATION PLAN BUILDING TYPE E 3. ST FOOTING IF REQUIRED PER DETAIL 12/54] SCALE: 1/81=11-0'" - SCALE 118"=r-0" BUILDING 4. PROVIDE CONCRETE SLAB OVER 2' SAND OVER VAPOR BARRIER OVER SHEET No 6" (MINIMUM) COMPACTED CRUSHED ROCK AT INTERIOR CONDITIONS. 3 W 5. C.J. -INDICATES CONSTRUCTION JOINT, SEE DETAIL 11/54.1 11 , .. c°] 0 • S3 . 2 I J UJUL AD ®G uiit iuiti u uTn. au awns i' 1�t. DUI. w ua i na wieliu€i. �s HAMM 6R • { , 1 _ 1 1:. i : f J ' 84'-0" 2'-0" 20'-0' 20'-0' 20'-0' 20'-0' O - --�- > fi UNIT C-58 UNIT A-5 UNIT A-5 UNIT C-55 1 I d� a9 , A , d N, GGLO �_ _L_ _1 ! Architecture and Interior Design �. .. .ar.+;�� N. ,._ � �. -,_ -. .. ... - _ _. - a,+- .i ,... � -.�,:..,.. `i=�cs€s'X•��-�...-'z,,"�5-.�_--:�Rn- -...-�3'�k�.a`&�.3z,.``zlC-. �?�t. S':- Rn- .,-v -,.� ' d% � �, � { ;� . � �-a. � ._��.:� ,.,...�_ � `��.���.. _, ��...� �. .. . � � i�� �. � .�: � �,;� ,�.� Limited Liability Company —- r -1 r— —-- -� (—`- -`— ——1 1 ( 1301 First Avenue, Suite 301 . `l _ � Seattle, Washington 98101-2074 I 1j L1 rJ = Li ri !.: Li i = l J ( I 1 ( ( t--• \ Phone:ne: (206) 467-5828 I r r I (206} 467 0627,_rj F rl `1 F I E I I I P.-$ � , fi ;ls b969 S W. HAMPTON STREET 1} , TIGARD,OREGON 97223 , , , Eu l —� ;' I I t— / ) rr ( 624-7005 FAX:624-9770 ' ■ • 1 r CONStJI.TING r' — — !_, 231 S1K 9C10loor-—� r — —� r ! rI BEND, 1 97702 { + �. - I ENGINEERS INS «�, — � FAX 3�-7696 L _ _ _ _J L J L___ _ J .1 ;2. .5 I I 1 I VI ! I R. I I - L__ _ _ ., 01 1 _ _ J 1 r I I I I i I I I I u 1 1 t�l 1 1 I UNIT UNIT :=; ; iM1111 ICI 11111111113, Mil MIN C-55 111•1 MINI CI i Y ,. Y Y IQ I LJ � ��72 f_I I I I I I I I 1 ' J p L_ _ J L J L__ -J L Ji L _J L_ __� ° ''' r — _ ;L... ..4mw h-- -,OL L — - _= 1 __- 1 F. — — 'PAZDIIOW I_ _J L _J L _J I L__ J EXPFES 12-31-01 r- -1 I r I I r-1 I I I I I I 11 Hollow FOUNDATION PLAN BUILDING TYPE A7 Quail SCALE 1/6"er-0" BUILDING 7 & 8 South Townhomes 124'-0" 2'-0" 20'-0' 20'-0' 4, 20'-0" 20'-0' 20'-0' 20'-0' 2'-0' UNIT C-55 UNIT A-S UNIT A-S UNIT A-N UNIT A-S UNIT C-SB Tigard, Oregon for I I ( I Brownstone Homes, L.L.C. 1 1 1 1 N, / DRAWING ISSUES: DATE: L _i1 _— _ L --I I.DE51GN DEVELOPMENT 1/3/01 - .,v'.�mtta°^xi+erliF:«�aa.�.��±;s� .s...a �- aps; 1' a3-.,_^.�.�... -. rmk..,.3__ � .x„.. ... .. z .. .� C .'fz�. .�a�3`:£r. .R3.t,s �v'?.Y}�#`s�,`�t�kz"'�,i;n��+S�'6+"�?. '�c.'?.�t� *" A�. 33*' a� i.. 7:i w: s�?� _ '��a<.0.a. 3 � .tt ��� .. .:-<,s;.e�T„ �� rg.... ..�H -.- a.�, -x.- aa. .�- �' �' ���su �..����:�. -.ate-.`,��' �'cs .vsr��� 2.DESIGN DEVELOPMENT- ROUND 2 /18/01 z �. �-- —-- O - OUN -14 r i .-, r Ll v r-I Li r e f I, rJ �, IL1 I L 3. PERMIT SET 9/6/01 ' -' I I I I II i I ! I I I_ `11� 4. Ll - r' Li r' h1 r' `-1 # r 1 1 I I 1 LJL1 I 1 6L 1 L 1 L 1 J I I L :1.--,m.,...T.,,,,,,,,,,,. .-.A.:x.,-._ i -.0....,--.,,,,..g.....,.-- tw,..50,,,,,:._,.. I J it _ H iril :- I- -- -1 r 1L_ __ J L_ -- -J 3. —� L I 11 i I I I I r I—_ _ ..� I I I I I I I I L_ _: _ 10. ! I 0 1 . 11. I 11 I ! I I I I I I I II I I i I i I i 1 REVISIONS: DATE: 1 11 ; i 1 11 ; 1 i 1 ; I 11�/ • 11/11.11friiiiiiim MOM k 1_I MU -1 ice/ OM NI MU U MU �I ICI i:1 UNIT um m..1 UPI I .ii UN I I i_,1 1 U�l i 1111 Ui�i 11 'UN I .�„�,�,�, -1� Ill �1�1I -t111111111111111111 1NI NMI " I Y 1 C-5 ;4 Y -5 Y A-�I Y A-6 C-55 1 Y 1 � I I - 1 I I I � I I i I ( I I I I I 1I I COPP. PANE)) �� Y L_ I L __ J L J , L __ J L L __ J L JI L _ _ J L L I � = --- _0 � PROJECT __ No L _ R r- R I F R 1 , L_ J 2001026.00 L_J L_ J L _J L_ J Notes 1 I 1 I 1 r -1 1 1 -1 I f— 1 r _1 I r- I I I I I I I I 1. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. DRAWING TITLE L L____I L_ .i L_ ___J L_J I I L 1 2. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT TI-4E GENERAL CONSTRUCTION PLAN: METHODS FOR THIS STRUCTURE. CONNECTIONS, DETAILS AND CONDITIONS NOT (r �y Q, SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BUILDING TYPE A7 O6, BE ASSUMED ONE AND IWE SAME. IF QUESTIONS REGARDING TI-4E APPLICATION OF r� DETAILS ARE ENCOUNTERED, NOTIFY THE ARCHITECT / ENGINEER FOR THE B FOUNDATION CLARIFICATION IN A TIMELY MANNER PRIOR TO BID OPENING. 3. STEP FOOTING IF REQUIRED PER DETAIL 12184.1 � SCALE: I/8'=I'-0' FOUNDATION PLAN BUILDING TYPE B 2' 1/$"-1'-0" BUILDING 4. PROVIDE CONCRETE SLAB OVER 2 SAND OVER VAPOR 'BARRIER OVER SHEET No. SCALE. B U I DING 6" (MINIMUM) COMPACTED CRUSHED ROCK AT INTERIOR CONDITIONS. W 5. C.J. -INDICATES CONSTRUCTION JOINT, SEE DETAIL 11/54.1 S 3 . 3 ,::,H WIMP COU1WW1 CS 80 UMW& Ma101611114 Oa I liW rte. MIL .0 WS reytrutuazma watIftsum penUnalaUll. Imams= alum =AC ay*£UU . r Z4 .J{ A.: J — ,t 102'-0" ( Y 2 -0 201-0" 20'-0' 201-0" 20`.-0` 20 -0 z UNIT C-5 UNIT B-S UNIT 5-8 UNIT B-N UNIT D-5 s s r 1-.-1 f r -i r1 r 1 I E -I 1 L'J LJ L®J LJ I Lm... L J L J r.- -r Ir- ——r Ir—— --i Ir--- -1 G rLO L_ J LL-- J LL_ _ __- 12:7L- - -1 I Architecture and Interior Design .-- --.� � � �: ., _ . . � -� -_ . . .� . -� :�, �, -�-.�.. �<:.�;� _�� �: ,- � .� t�: .� .-..�..��. �...: ':; Limited ® r -:,.y,, .a v:.. ._ . � ,. - �;. .Ate. ,. � ;:�,'§�,.h`�b�-.s'"�..s."��"�: ...a'�.`. -."�.:. ;_ :��s'�' .`4-'s=3,..3�=:�:__,..,�,.�.,:.i'-.�2.. - _.ra.,-..._�.. :.s�izz �.^. 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I I I I I I I 5 I I I I _r P1 I _ 1 I , I ! �l n iiiiriail I Itl 1 Imm JI 7 mu 01 1 ,,, . 1.0.----- i ...., . . .......t n ,_, l �I „ l �I v n�■n n■� U1�I � '�'1�i i1 MEN iiii Y -5 a�I 1 I II 1 LJ I I ! i .� I COPP. �1�4N � II 1 1-_ L L J L J L J L_ J L _ .J J L _ a5 �- F R (=— _— 1I.—R1 -\ L ___� /- . _ _ IDIW L_J L _._ J L _ J L __J \-- ---” L __ J I Y2-31-01 r—I I H r -1 I r -1 r-1 I I I I I I I I I I :. LJ LJ LJ LJ LJ FOUNDATION PLAN BUILDING TYPE D Quail Hollow SCALE 7/8„er.o" BUILDING 10 South Townhomes 84'-0' 2'-0' 20'-0' 20'-0' 20'-0' 20'-0" 2' 0' UNIT C-S UNIT B-S UNIT B-S UNIT C-S Tigard, Oregon for I I I Brownstone Homes, L.L.C. r-1 r -1 r -1 r-1 r-1 r—-1 L'J L�J LJ LJ LJ LJ 7, __ ..., _ _ I r— , r-— � 1 r- _ ,11 r— , DRAWING ISSUES: DATE: L _ I L-:J� L_ _ __:1 j L _ J I. DESIGN DEVELOPMENT 1/9/01 . , . ., - ,:.�^ 3�xss.. -�9 -r�.,-rr�..."�' �.� .. '� -.�.�7� EtN"-.-���. �" � t,. `tl�75€_ � 'sz2..+�7f��"��:K,Ste�'���. __._. _.... __ �_�'S'1Y�:; ._.__.._ ..., ..----- ..- --- - 2.DESIGN DEVELOPMENT- ROUND 2 1/18/01 1 1-.- 1 h r T T-— i] Li 3.PERMIT SET 9/6/01 ii ri_,, I I I . i ! I L' -1 4.ilk r- ! I '� H E' I I 5. (- i ;) 6. 1 , -, )N i r I �. :. - . - - L — � 1 J `� r- '� r� j i 1r —1 - � r a - I ! I IL_ _ _ J L-i ! I { 1 L J L _ ___J __..1 f ate' 10. -- �, r-- --1 r- 1v7 1 —.1 1-- ---11 I I I II. I r I I I I 1 1 I I I I I I I I I ■. I R I REVISIONS: DATE: i�� ;1 1 Ifll 1 IMLI EMI o 1=i� UN I i UNIT � UNIT T .� I T �� 1�1 N/ !fl��1 I w I c-5 -5 Y -5 I Li Il c-s 1 Y 1 1 i 1 I � I ��PP. �4Nl�� I I I . I � I � I I 1 L_._ _J L.._ J J L_ _I L __ — —— J L_ _J L J L J `i PROJECT No. L _J L -1 ' L _J L_ J Plan Notes 2001026°00 r +I I f —1 I 1 — —) I I— —1 DRAWING TITLE I I I I I 1 I I 1. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. L I L _I L J L J 2. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL CONSTRUCTION PLAN° METHODS FOR THIS STRUCTURE. CONNECTIONS, DETAILS AND CONDITIONS NOT ° — SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BUILDING TYPE D & 1 SE ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF DETAILS ARE ENCOUNTERED, NOTIFY THE ARCHITECT / ENGINEER FOR THE C11 P CLARIFICATION IN A TIMELY MANNER PRIOR TO BID OPENING. TYPE C11 FOUNDATION PLAN BUILDING 3. STEP FOOTING IF REQUIRED PER DETAIL 12/84.1 SCALE: vBUILDING SCALE: 1/8"=1I-0" BUILDING 11 4. PROVIDE CONCRETE SLAB OVER 2' SAND OVER VAPOR BARRIER OVER SHEET No to' (MINIMUM) COMPACTED CRUSHED ROCK AT INTERIOR CONDITIONS. 5. C.J. -INDIC,1TE8 CONSTRUCTION JOINT, SEE DETAIL 11/54.1 po .. w w d S304 F o d:14,4 VAC €16 d111&A6uA liCantl'• kW EIVILIM M1. BUIL w 1S 1'ES tli II W16111u1116 p8`si wart sce_ maim= 6 Mai 44£UU • a *l : r f �1 102'-0' k _ 20'-0' 20'-0' 20'-0' 20'-0' 20'-0' 2'-0' UNIT 1J-5 UNIT B-S UNIT 5-5 UNIT B-N UNIT C-5 P f I-1 ®-1 1 r.-1 -i r�1 -1 r L-I L L Lill LJ L-J L -- - - GGLO f— --i I r— —� 1 r— —! I r —i I__ _J L_ _J L— __I L _J i — _ I J —— � Architecture and Interior Design �;._.:.-:..'74 �.�_, ,� - � �r� _ � � e� .�yam. m . � .. ��� _. . � .. ���� �, ��:v ,�`., � . ���.._.�‘,, _...� ..i�,`�::y .� -. ._ Ch :�;_ �i,_ . E.. ':�_ - _3_:;.K Limited Liability Company I I— r - r - T r . —£ 1301 First Avenue, Suite 301 Washington 98101-2074 Seattle, g `� r r `� r `� I = Phone: (206) 467-5828 I I I I I I I I -1 Fax: (206) 467-0627 11 I 1 Li 1 IJ Ll (J L1 IJ 1J i, , , _ ,_ _ _ i I r, , _ ■ ,T`e 6969,0REGoNW HAMPTOTOI' STREET I I I _J - ti tTiGA)t 97223 r (503)624-7005 FAX 624-9770 r % r — r 1 FROFUCH J L _ _ L - - L - - 1 L. CO231 SWS(;Al. s 0, 1 r -1 1 I— —1 -I r —1 �, 97702 fNS � ,� - _7 1 54 383'1828 FAX 383 696 4 L __— _�L Jll I I I . { I r �.1 1 1 it ......,t4 :. .• ..� *tea:.l I 1 � I I s� 1 I I I I I 1 : I I I I I I I I I 1 I1I $ I I I I I . . 1 oli Y .�. ��i �: II ii mill r 1_=1 I �� I �I PRA N1T UNIT :=:: . UNIT UNIT L1�I� = �� ��0 015,13:2ilive04 ,/os, ` I I I I I I (O PP. I-I�4N (O PP. HAN I ! I (OFF'. HAND) COPP. I-IAND PP D PP D .,. i.,__I I 1 I I I L __1 L j -., L I L_ _J L I L_ _J L J L __ J L J L _ _ J _ — — — OREGON j A%It?, Y 25 1� S — T - -1- -N "— — —" /-- 1.F=11 F__� 1 I F ----1 F_� _ L_ -1 \--- -� I__ L _.J L _J L _J I r _1 I I— --1 I r —1 j r--I I I— —1 . I I I i I 1 i 1 1 I LJ LJ L_1 L_1 LJ FOUNDATION PLAN BUILDING TYPE G Quail Hollow 1 SCALE 1/8"="I'-0" BUILDING 12 south Townhomes 124'-0' 2'-0' 20'-0' 20'-0' 20'-0' 20'-0' 20'-0' 20'-0" 1 2'-0° 1 Tigard, Oregon UNIT C-S UNIT B-S UNIT B-S UNIT B-N UNIT B- UNIT C-S for' I Brownstone Homes, L.L.C. I--1 I-®-1 � r.-i ra r.-i r®-i I-.-1 r�1 LJ L1 LJ LJ L I L I L� LLJ r —.1 r-- -11 r — —iI r-- -1I r- -1I r—-i DRAWING ISSUES: DATE: L__ J L__ J L__ _d L L _ J L__ J I. DESIGN DEVELOPMENT 1/9/01 � J _ — --� J � DE REVEL PME _ . aer...ac- ... - : :�. ,.w.. w. .. .� .. :.'40.,X,40.IF _r. x .. : - : _ -.iTwiY'km- ... _wie kC' ..M""-.T.�i ,:5.. ,.:_.. .. ...y. �.:a�a;� �Py rn-C.,ua5.-;- II � ,-.-. '. _ _ .ff :iY" .yT: .. 1 1: YM_ /'q#1° -. .... _ .. C _ . .. � : ` +�i'n. .',T* +..i.$ -.�t<a :..Sated'+ -Fv.�i.w..' 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I i I I , 1 1 i Illi I I I __. lam T 1 i t T I 1mi T 1 ��� REVISIONS: DATE: U111111 " ..- 11-' I" MOM iii 1111•1 . �NIMO � �I LN l : �\ I� �� l II I� � , E NEIN MEN MIA 1111=1 MN MIMI II Ill I C-5 5-5 4 i £: I i , I 13 I i I I (OPP. I4AND� (OPP. HAND) C®PP. HAND. C®PP. HAND) (OFF. HAND) L _J L __ J L __J1 L_ � : 1 J L _ _ J , sL J L _ _ J L J L _ _1 L A: N - _ _ _ _ �. _ __ - �.... . ... �- � _ _ _ � � _ 1 PROJECT No. 1 — L _ J L _ J L_ J L _ J L _ J L_J Plan Notes 2001020.00 1 1 1 1 r- -1 rITI— I— I--1 I I I I I I I I I 1 I 1. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. L J L J L J L J L J L J 2. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL CONSTRUCTION PLAN° METHODS FOR THIS STRUCTURE. CONNECTIONS, 0ETAIL5 AND CONDITIONS NOT SPECIFICALLY SHOWN THAT ARE 5IMILAR TO TI-105E THAT ARE SPECIFIED SHALL BUILDING TYPE G 8c BE ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF DETAILS ARE ENCOUNTERED, NOTIFY THE ARCHITECT I ENGINEER FOR THE E13 FOUNDATION I Y MANNER 10 C A IFICATION IN A T MEL ER PR R TO BID OPENING. L R 3. STEP FOOTING IF REQUIRED PER DETAIL 12/54..1 SCALE: 1/8'=i'-a' FOUNDATION PLAN BUILDING TYPE E13 SCALE vs„® •o„ BUILDING 13 4. PROVIDE CONCRETE S AB OVER 2' SAND OVER VAPOR BA RR IER O VER SHEET No 6 (MINIMUM) COM ACT D CRUSHED ROCK AT INTERIOR CO N IT i N 5. 5. C.J. -INDi CAT ES CONSTRUCTION JOINT, SEE DETAIL 11134.1 A H S3 . 5 5 w � 0 0 a. f Q vvw a&wtuwrunm a uaaawun arwava a i& nw awwrew. MA ON w soyauuuwu wawwua ptraw.WA*w. urlw•a =COG mac ma: 1du • WALL SWALL SEE III WALL SHEATHING PARTY WALL SEE SHEAR WALL SCHED'L. 2x4 STUDS • 16"o.c. SEE SHEAR WALL (U *d GONT. S.W. SGHED'L PARTY WALL SCHEDULE SHEAR WALL EDGE NAILING 2x STUD WALL SLAB ON GRADE (2) *4 CONT. TOP SEE ARCH j CONC. SLAB ON S "Dorm EE ARCH. } SEE PLANS. SEE GRADE- SEE PLAN CONC. SLAB ON (2) *4 BARS CONT. ARCH. FOR SLAB HT. OF SLAB GRADE- SEE PLAN ° • • ° ASSEMBLY VARIES 0 SIM. TOP 4 BOTTOM "EDGE NAILING' 1.2-414--4 �' - thr. 491 M36r. `. -♦ • ° ( J v~ b y . P° ° ° v� 1 Ii 1-1 I x E �Z_' LrjI a °a I d' v `v P ;► 2 " GLR.N CONC. SLAB ON •4 DOWELS •• IO° O.G. x 1 ' O.C, GRADE-SEE PLAN(ALTERNATE HOOKS) 0'-g" ° ►I.'mot•(2) *4 CO , 2CLR. C2J *4 CDNT�� ' / *4 DOWELS x , T . ©SEE DTL. FOR° ,�G 0 _; , ♦ FTG. SIZE 4 REINF. Or" S'TpAGERED v. a. p v v SEE DTL 2/541 ° 'a qq'07— N?"914 tee %(VD 3 ° • MI a 0 Illia le O \ a °Ma v H1 P v 711.1. , a ° t ♦ c ` I• 9 1r. a d° it ° • ° a. 5' 8" 5" \ , 7" 10' , T' , ° °d a a a U 0 A a 1'06" y 2'-0" a A " ° GGLO 1 1 / 2 3 4,' Architecture and Interior Design SCALE: 11•11-01 SCALE: 1"=1'-0' SCALE: I'=1'-0" SCALE: 1'4-0'I'-0' 1 � Limited Liability Company 01-T104 �' '� 01-1104 (341; 01-1104 `�4.1 01-T104 / 1301 First Avenue, Suite 301 _s Seattle, Washington 98101-2074 Phone: (206) 467-5828 ApqFax: (206) 467-0627 EXTRA FLR. JOIST EDGE NAIL - SW. HAWTON STREET I e SHEAR WALL 97223 WALL, THICKENED SLAB FROELICH 16969 (5«9624-7005 FAX:624-97701 S NO WALL. g SIM. CONSULTING wigs Bec,OEGON LOOP 97702 h ENGINEERS,INC 1(549383-1828 FAX:3834696 SEE SHEAR WALL QO E HOLDOwN SCHED'L •*.•*� = =L=111=, FOR MORE INFO. Op • *, • 2x STUD WALL w. • • I,-,E-�f f =f ll- P.T. 2x SILL B •• �_r • x 2x CONT. P.T.P7 t£. W( � "m A.B. AT HOEDOWN O . (48'o.c. MAX.) CONDITION EDGE NAIL SEE 6/54. 111 Mc; SLAB ON GRADE jr I=::,� FOR REINF. 4 DRAINAGE IS 't �F�o SLAB ON GRADE ( SEE PLANS FOR ■ •� • SEE 6/54.1 9 Il z" CLR. �� GIN SEE PLANS ( \� z" CLR. y .i 1 DETAILS a ;0 Q 15472 1 C •w •• S ♦ aaEOON , ' , T \ II / � �'ti� i a tKLr 25 t� •\ A r 4 a \ / ■ 14 ,l: o i�•a > �i �i �i �1�� N�/` N HI DINDPQ P • , a \ I 1 ;\ `,Is\\/\\/\\/\�i \// \//\//\`//`U • I I \\ N a j�/j\�/�//\ d I.NOTES CONC. SLAB MUST BE 1 Li m ♦ \ / SEE 5/54.1 FOR z>•./I N ,\\//\\ ° • 6 ° HORIZ. REINF. PLACED 4 CURED N \ {� FTG. 4 REINF. ° a a FREE DRAINING /V„, �\ (1 DAYS) PRIOR TO• -6 (2) *4 CONT, U ` J GRANULAR MA7'L. \\f\+�`•��,,� i.. VER7. REINF. 2. BACKFILL 4 COMPACT \\\... / // PLACING BACKFILL DEEPEN THICKENED FTG. ”'-1 jj - %\//\/ a PRIOR TO PLACING 11-0' • SIM. a HOLDOwN ANCHOR l) 2\\//\//\\ ° FLOOR FRAMING \ I'-6' SQ. 8 P-4" 2\//\///z\ •°, •S Quail l u l l TAT SCALE: I"=1'-0' /5 \ SCALE: I'xl'-0' 6 SCALE; 1"=I'-0' 7 �/i//\ ° " u �ll 11®A1 ® tld S4°� S4.1 \ 01-1104 01-1104 01-7104 / „ ° DOWEL South 4"0 PERF. FOUND. DRAIN a 111/2'x31/2" lA SET IN FREE DRAINING ' 11 KEYWAY 7 GRAVEL FILL ° 4" CONC. SLAB T owy1 {"� o yyr0 e s CONT. 2x6 LEDGER W/ ••• i�•• • ° .a ON GRADE 1 1 V 1J1 1 3 11 111 1 IJ HEEL REINF. • • dove, (2) *8 SCREWS INTO •� ��•c ° 9°• ° °a•I EA. WALL STUD 3iz' CONC. SLOPE TO �' or DRAIN AWAY FROM UNIT. • li SEE ARCH. FOR N�-- a p a • ° a . . A $%' T4G PLYWD W/ �1 ° Tigard, Oregon 1I PRESSURE TREATING C� REQUIREMENTS 8d 0 6' 0.0. PANEL. a ° L — — ►� ° -�' U mil) FIELD SUPPORT 12' O.C. LONG. REINF. ',In a d° a / ° ° a n♦ for rill a a —� v 4 © Brownstone Homes, L.L.C. 2x4 STUDS 16" O.G. - �., (I) *4 CONT.-/ V W/ 34" PLYWD. NAILED -II A 2x6 CON7. RIM BD. t 3" CLR. 3;LR. • DRAWING ISSUES: DATE: W/ 86 6 6" O.G. EDGES F Lh Tw Lt 4 12" O.C. FIELD I 4. e 0 L DESIGN DEVELOPMENT 1/9/01 CONT. P.T. 2x W/ Il s"� A.B. SIMSON LUS26 I WIDE xllix" DEEP SAW JOINT, SAW AS SOON LP ♦ 2. DESIGN DEVELOPMENT- ROUND 2 "1/18/01 4" CONC. SLAB ' EMBED 0 48" O.C. 4 FOR STUD WALL AS CONC. WILL SUPPORT WEIGHT OF MACHINE AT 6 FROM EA. END alp 1 2x6 m 12° D.C. SEE 9/54.1 WITHOUT MARRING THE SURFACE. FILL JOINT CONCRETE SLAB ON 3. PERMIT SET 9/6/01 WITH JOINT FILLER. APPLY ACCORDING TO GRADE - TEE PLANS Retaining Wall Schedule 0 rjmI MANUFACTURER'S RECOMMENDATIONS. FOR ADDITIONAL INFO, 4 2 MIN. GCREW Dimensions Wall Reinforcing Footing Reint. J PENETRATION 5. �p Htu Hf Tat Lh Lt Lf VERT. HORIZ. DOWELS HEEL LONG d'-0' 12' 8° 4' I'-3' 2'-3" *4 • 18' *4 • 12' *4 ® IS' L *4 a 18` *4 12' 6, 11=Ill=, 2 — - 6'-0' 12' S' I'-I' I'-3' 3'-0` *4 m 18' *4 a 12' *4 • 18' m *4 • 18" *4 • 12" 1 1 6'-0" 12' 8' 2'-1" I'-6' 4'-3' *5 0 14° *4 A 12' *5 0 14' L *4 6 14' *4 A 12° a (I) *4 CONT. ALL AROUND - 10'-0" 12' 8" 21-10'21-0' 5c6' 05 5 16' *4 a 12' *5 a a' m *4 0 16° *4 6 12' ® A.E3. TIE INTO UNIT FTG. 11_0^ U 9. in EF.P. . 35 pct f'c = 3000 psi • 28 DAY8 / Eii&%N\ /� PASSIVE = 200 pcf fy : 60000 pel (GRADE 60) G.OF. . 035 801E BEARING 1500 of 10. SCALE: Po l'-01 SCALE: I'=I'-0' SCALE: 1'w1'-0' SCALE: I'=1'-0' 11. 01-1104 \4� 01-1104 �•/ 01-1104 X4.1 01-T104 c;84; 1'-6" MIN. 2x 'H" iG !' AT HOEDOWN ANCHORS STEP FTG. REVISIONS: DATE: y POST STUDS ROTATED DOWN PER 12/54.1 a THREADED I 90° • POST SUPPORT i GI ROD OR USE THIS DETAIL. PLYWOOD I ONLY. ROUGHEN CONC. WALL SHEATHING P.T. 2x SILL PLATE fl BLOCKOUT If 101 HD SEE SHEAR WALL W/ I/2"mx 12 A.15. I a ♦ 1011110. SCHEDULE SEE SHEAR WALL °° a (2) 2x4 POST W/ ULT. M N SCHEDULE FOR SPACING. PAHD42 ALIGN MULT, MEM. +.+ (48"o.c. MAX) ° a WOOD E 2x STUD WALL ° 410 a a ° ° S POST 70 SUPPORT SHEAR ° ° a a WALL BEAM ABOVE. __ _ SLAB ON GRADE ° * I 1-— HD THREADED ROD PROJECT No. SEE PLANS ,a I STEM WALL EDGE NAILING" i :Mil Al 204 ®26°®® a a a ° I SEE SHEAR WALL ° ° a a y MN a ° '�— •EA. SID ADDITIONAL AL DOWELS SCHEDULE D, _ 4 °. ° ° a ♦ . _ —_ i_ I ,,/ y� •�obi°�op.�°ed ° ,1 a ° .+,�A LI ° C ° ., I / p b A O p a •GM1�moo•:gO�:�>O:i� •�' S a ° ° I I I CONT.I FTG. 4 (BLOCK STEMWALL P o DRAWING TITLE a L a a I REINF. DON OF BLOCKOU . 04 DOWELS *� 48" D.G. STRUCTURAL it a I 3" TYP. (ALTERNATE HOOKS) DETAILS I SLAB WHERE' ♦N e ° ° ° a, 4 SEE DETAIL 2/54.1 NO STEM WALL G SIM. - I I APPLICABLE Z (I) *4 GONT. 181x10° CONT. FTG FOR INFO NOT I I I FTG NOTED. SEE THICKENED FOOTING — I r -SEE PLANS W/ (2) *4 EARS CONT. DO NOT SLOPE DETAIL 5/84.1. _ } .4, ___s____ ( -- io SCALE: AS SHOWN FIG'S UNDER ANY •CONDITION. -I I 1 11 III=�' ♦ r �_ III=1 I I ' d z 2x „H' I'-6" To o °P _ _ _ a ° a SHEET No. -III ' III - a� � 4 x � v . .P 9 6 STEPS 1' " P ° v I ° MATCH HORIZ. ° CLEAN SOT OF FTG. 3" CLR. TO FTG. REINF. P ° ♦'' REBAR - REBAR TO BE CLEAN. 3 et O THREADED FTG. i 6" �� /f / I /� � e :; ::: 4 DF THREADED RDD U.N.O ON PLANS e SCALE: I1'-0` 4.1 SCALE: 1'=1'-0' S4.1 SCALE: 1'=1'-0' ()4) SCALE: NV-0' \ 1 y 2 s 01-1104 01-1104 01-1104 01-TI04 \` / V1ns A6A41IIA4luAO 6 LLtrbfLLVA VAWIril. all ngius rarerrw. lrur W UV rlprwuauu M1WUUl yurnauwlun6 vagina wwl me Olt ZOO . EDGE NAIL 2x STUD WALL EXTERIOR WALL SHEATHING, SEE 2x SOLID BLK'G SHEAR WALL WI (I) SIMP. 435 ``r - , 2x STUD WALL SCHED'L. 9 A. BLOCK. TO TOP E. 2x4 SILL fiE W/ I6d 2x IE. SEE SCPED'L. NAILS I6" O.G. MAX. Ibitur SIMPSON A35 FOR ATTACHMENT SEE FLOOR PAN F U.N.O. (SEE PLAN) AS REQUIRED SIMPSON A35 (I6d 6" O.G. MIND SEE PLAN FOR AS REQUIRED IL ADDITIONAL INFO. fr_____-- �I� PLYWD. FLOOR SIMPSON A35 CLIP SHEARWALL �.�..�����. SHEATHING 4 EDGE NAILING �ni;a �� SOLID BAWD „ rrr rrr ui /r/ rrr ru 'r .6 i�riv�r��iw�ri��ii∎evw� l .f I , SEE SHEAR WALL SCHED'L 2x CONT. FOR PLYWD„ SOLE E, RIM SEE SHEAR WALL SGHED'L. JOIST, d EDGE NAILING FOR PLYWD., SOLE fE, RIM SEE PLAN RIM BD. REQUIREMENTS JOIST, 4 EDGE NAILING R EQUIREMENTS alial NMI IMMO I-JOIST OR INIZINII SOLID SAWN JOISTS- SEE 2x BLOCKING (ONE BAY) PLAN FOR ADDN'L - I e 45" O.C. W/ (4)-10d NAILS SEE PLAN CONT. DBL. 2x6 TOP INFORMATION ' SEE TYP. FRAMING OVAPild '� O. TO EA. BL 'G. tE. SEE DTL. 10/54.2 TJI RIM BOARD MEMBER (AS SHOWY) FOR SPLICE DETAIL EDGE NAILING WALL SHEATHING HEADER IF APPLICABLE SEE SHEARWALL SCHED. FOR INFO. 2x4 STUDS W/ a al ill I DBL. 2x4 TOP f£ G G L O Architecture and Interior Design / 1 2 r3 Limited Liability Company 1301 First Avenue, Suite 301 I SCALE: I'=1'-0' SCALE: 1'=1'-0' SCALE: I°=1'-0' SCALE: I'=1'-0" 01-T104 �° S4. S4. S4. Phone: 208h1467-5828 8101 2074 01-7104 01-T104 \ 2) 01-7104 \ 7 ( ) SIMPSON HOEDOWN STRAP. "" A STRAPS Fax: (208) 467-0827 SEE PLANS AND SHEARWALL NAIL LAMINATE (4) Ern: SCHEDULE CONT. 2x STUDS W/ iftif 1� • r11�,j�. 6969 SW. HAMPTON SI T POST OR DBL. STUDS (2) I6d e 12" O.G. Asal I ROELICf 1 (503)624-7005 FAX 624-9770 '�— - AT EA. END OF SHEAR WALL. SEE PLANS AND CONSULTING SHEARWALL SCHEDULE SEG ,A_,A ENGINEERS,IN( jSWA1EULOcV&I1ETh1 1 , FAX: 9 I PLYWD. FLOOR F SIMPSON STRAPS SHEATHING 0 ra 2x4 SILL B WI I6d w 11I!rrr (2J INSIDE (2J OUTSIDE 191'l� NAILS e 16" O,C. MAX. SEE HOEDOWN SCHED. 7A 7A J U.N.O. (SEE PLAN) CUT SLOT THRU FOR SIZE AND NAILING.PLYWD FOR STRAPS SEE PLAN (2'-6" MIN.)• rrr ro- rrr ru rrr r.ri rrr rrr t STRAPS, FLR. CAVITY 1 SIMPSON A35 CLIP i e 16" O.C. I liii9 SIM. (2) STRAPS POST e END- SEE o P SEE TYP. FRAMING DETAILS I C2) S7UD5 HOEDOWN SCHED. ' P� PH ; SIIIIIIIMINSMNINEMM II,I O ^ FOR ADDN'L INFORMATION �� � — �� mss +��a ' 'Q rzoa��n w.roaaa a p�� OIN NI ( 1113111E150 T C{ ,i 472 ( �FRAMING FLOOR � � ,HIM 011Cii0N 1 Q HOEDOWN / 49,$) y 25 1'' Pti\. TJI RIM BOARD 1 D POST OR DEL STUDS �•I• AAI D10 0 0 BELOW POST OR DBL. I �MS.� KEDGE NAILING w STUDS ABOVE, SEE LOCATE JOIST I I EXPIRES 12-31-0i PLANS AND SHEARWALL AWAY FROM STRAPS SHEARWALL SHEATHING SCHEDULE I I SEE SCHEDULE FOR INFORMATION I I (2) 2x e EA. STRAP 2x4 STUDS W/ DBL • I PLAN WALL SHEATHING x4 TOP YP. SCHED. FOR INFO. I■I�I WRAP IF NAIL STRAP TO h ... I� BEAM IF APPLICABLE / 5� i6 /' ` /8 � Quail Hollow SCALE: I'=1'-0" S4 SCALE: I'=1'-0' S4. SCALE: I'=I'-0' S4. SCALE: I =1 -0' \`C`jq'7 / 01-7104 01-11104 01-1104 \ l ♦` ?-cWF, South I3/a" LVL. CONT. e SPEAR 11 ownhorneS WALL EDGE NAIL . SIMPSON 435 - SEE SHEAR 4'-0' MINIMUM WALL SCHEDULE. ROOF SHT'G /fir 4".° W/ (10)-I6d NAILS AS SHOWN (EQ. SPACED) lIII rligi EDGE NAILING / /// /CONTINUOUS N Tigard, Oregon EQUAL EQUAL _ DRAG STRUT DBL. TOP fE. � N7722 W/ srs'� THRU BOLT 2x SOLID BLK'G. W/(2) r� ///SEE PLAN SEE SHEAR WALL AT SIM. USE SIMPSON HOSA WI 6d TOE NAILS e EA. for I u I I HOEDOWN SCHEDL THRU BOLT. USE iP ia'x3"x3" END TO TRUSSES / Brownstone Homes, L.L.C. SIMPSON STRAP tl WASHER S NUT. FOR BOTH COND'S FOR MORE INFO. A 1 AS PLAN. C FILL Jr SHEAR WALL BELOW, USE MS760 - ��1 AS SHOWN). FILL ALL HOLDOWNS, SEE DETAIL 6/54,2. NAIL HOLES � EDGE NAIL � ylir i DRAWING ISSUES: DATE: (2) I6d e 8"o.c, vs" 1 � I. DESIGN DEVELOPMENT ,/9/01 1•I . — — _I =Ill1■■I in SIMPSON TR HI CLIP �IIII�IMII�■ I�� 2x STUDS '°•,'I• o- e EA, TRUSS 2, DESIGN DEVELOPMENT- ROUND 2 1/18/01 DBL TOP E's 3. PERMIT SET 9/6/01 EDGE NAILING SEE SHEAR WALL SCHED. 4. SEE PLAN FOR BM. CENTERED 5 STRUT SUPPORT UNDER SHEAR WALL PER PLAN ' EQ, PROVIDE (2) TS22 STRAPS WALL SHEATHING 6 —,h— --in'— —,n— —0,— BM. END OF BM, - ALIGN WALL STUDS TO MATCH STRAP 7• POSITION. 9 /10� 12 s.I SCALE: I'=1'-0' (S4 ' / SCALE: l'=1'-0' c,41. SCALE: I'=I'-0" (11 4, SCALE: I'=1'-0' S4. 9 01-TI04 \ j 01-1104 01-1104 01-1104 10 EDGE NAILING 11, ROOF 2x4 BLK'G • SHEATHING\ CONT, DBL TOP FE, CO 45' O.C. (ONE BAY REVISIONS: DATE: ROOF SHEATHING PRE- MFR. ROOF TRUSS EA. SIDE) ad e 6" O.G. 2x6 FLAT OUTLOOKER Sd NAILS e 6" O.C. ROOF SHEATHING EDGE NAIL as EDGE NAILING) ;24'1/2.c. r r� a EDGE NAILING / i'ti 2x SOLID BLK'G. W/ /,✓',/ MIN 2x6 BEK'G. (2J I6d TOE NAILS a ,,! I EA. END TO RAFTERS /"/ , SIMPSON LSU26 HANGER /' 2x RAFTER LET-IN FOR ,,.."11 OUTLOOKER ITYP.) 2x BLK'G. (MATCH PROJECT No. EDGE NAILING SEE ,/ 2x6 TOP DEPTH OF TRUSS TOP / A ® CHORD 2001026.00 SHEAR WALL SCHED'L. � GHORDJ W/ C4J I6d NAILS „ /” lil GABLE END TRUSS 2x4 BRACE e 48" O.G. ATTACH TO DBL TOP E NAIL W/ l4) 16;� TO BLK'G. DRAWING TITLE I W/ SIMP. A35 e 36 oa SIMPSON HI CLIP I �1 ,--a- �� STRUCTURAL AT EACH RAFTER SIMPSON NI CLIP SIMPSON A34 PRE MFR. ROOF a EA. TRUSS CLIP e EA. TRUSS a 24° O.C. �. EDGE NAIL SEE BRACE ,0G, 5�—.". 2x6 BRACING e 45' O.C. DETAILS FA FA SHEAR WALL SCHED'L. �+ W/ 4-I6d NAILS e EA, END BIRD'S MOUTH 2x STUD WALL -"' ___ _ _._. - - ---.._ _._ _. 2x6 LEDGER WALL SHEATHING e ATTIC 2x12 RAFTERS e W/ 3-I6d NAILS COPT. DBE. ATTIC SPACE e EA, STUD SCALE: AS SHOWN zx TOP PLATE /I '' CONT. DBL. TOP IE. SHEET No. F SEE 2x10 LEDGER W/ (2) ROWS OF I6d e 6" O.C. 2X4 STUD WALL TYP. I FOR DETAIL SPLICE 10/542 DETAIL j (STAGGER) .. /13� �14� C5- 16 S4a2 SCALE: 1'=1'-0' 4. SCALE: 1"=1'-0' S4. SCALE: 1'=1'-0' 4 WALE: P=1'-0' S4,, N �' 01-TI04 01-1-104 �_ 01-1104 01-7104 a 1 , w ...r $111114/ a&leaVan ES iii DAUM i8itenntl. MU fign E MU rernAL iwi w tra 116pru i it WitilUtill purutusswa6 Vfleglat =On ISIMI Colk 1141U . ROOF 51 ,ATI-SING EDGE NAILING , : $ MAIN ROOF FRAMING �, ��: SEE ARCH. i SEE DETAIL 11/84.2 A • FOR INFO 2 k . x4 BLK'G e 48° O.G. ROOF OVER FRAMING (ONE BAY EA, SIDE) Sd o 6° O.C. / 1 L. .iii�i�E.i�rii.��c�i��i����i��rii�.i��i��i�� F � � 1 -.al . PLYWOOD ROO / x NAIL(NG . . EDGE I ''''', '-j:i--'' ,.l'A-!.;''-','-'' - -,k'-":',-''=,,, r - - 4400„.�._ EA. SIDE OF RIDGE.., „,`,• INTO BLOCKING CONT. DBL. I I �� Ili LI -� � 7 ,_ _ _ .,, ____- _--„v:': TOP 1E ,. x s i � \�' 1r _. s X . r 2x6 FLAT W/ c:ru 36 '\ II! TB 24"o.c. 2x BL1G'G. :: : t,UALL TYP.`, ► .- $ ✓ ppm: ° MANUFACTURED 2x6 BRACING a 48 O.C. �_-�- W/ (4) l6d NAILS 0 EA. END TRUSS _--_ PROVIDE (2) 7822 STRAPS i EA. END OF SEAM - ALIGN CONT, DBL TOP FE -- WALL STUDS TO MATCH 2x W/LEDGER UJ E A S 1ti T O ON. S P SEE Dn.. 10/54.2 FOR C3) I6d NAILS 0 R P �i�T SPL ICE DETAIL Architecture and Interior Desi n EA STUD !�! g II I /—� Limited Liability Company 1 3 / 1301 First Avenue, Suite 301 s � SCt4L�: 1• �1'_�' Seattle, Washington 98101-2074 SCr4LE: 1 1 -0 3 Phone:j;' : l'=l'-Ø. -T104� .3 �.3 01-T104� .� 0G-T1041 =1'-�' _� (206) 467-5828 01-T104 Fag: (206) 467-0627 ■ 69b9 SW.HAMPTON STREET - TIGAI �GON 97223• t503� 24-70()5 FAX 624-9770 6 FR OE ._ _00 _ Y ..-_. 7 DIAPHRAGMEDGE ___�________ ____ . __.__._. __._ __w ____ ________._ __ � ._._____ _-� _ :,. ,_- R NAILING TO DBL. 231 SW SCALBI*J LOOP Sri t , ,Phone: FLR JO ST BaD,OREGON 97702 -ENGINEERS INC (54j 383.1828 FAX 383-7696 - ,� FLR. 51--IT'G I -' - ``� I SEE PLANj,�-,r'' �`.`� ~:. DBL. FLR. JOIST a 2x4 STUD SHEAR 's ; -=? f } C4) 10d TO EACH BLOCKING 0 24 O.G. 1_._._______.__ t 1 1 -STAGGERED BLOCKING MEMBER 3ti2° r�t�a p ENDS OF FLR. BEAM. WALL-SEE PLAN �,:� �. =�' i i -TYP. a SIM. COND. NAIL SCHED. FOR MORE - -.�-_ Ir NO COUNTER STRAP TO DBL. INFO. .'-''=-= _-, -_ --- ,, , BORE ALLOWED TOP fE. BELOW J 1 { ' i -u f TOP OF PLATES � ' � ` \ � � I t �p 141.1. (2) PIECES CONT. FULL HT. L Il EDGE NAILING '-�--- __---1�___-T'_..__.,.�_-__-..__..-.___.__._..- --.=-.:==- ....w1.2-77;=- �__ '- ` OIN •.�...M=-�I,.tI 5/$° PLYW'D GLUE BOTH 1,.��m ate.i\ 1___.._....----�7----- -_, ._._._..._.__-_--_�_--__. ,�"—. �—i — i a i �ti I, SIDES, NAIL BTW'N (3) CONT. Il ! I FULL NT. 2x STUDS uJl(2) 16d BEAM STAIR I _._..-w-,-_-_. ""'!'", , ,II COMMON NAILS 12" O.C. OPENING- SEE PLAN H ::iH..__ . _____._. t I, � t I IIA, i 1 I EA. SIDE i I fi---_._,_-_•i I� ,__ I .�---------___ __--- -_-,I !!„.,_____J,11-- __--____-- , ;3 _ 1__ ! I �1 I �' __ .. _w_-_ jar 25 '�°� MIMI. �u PIECE CONT. FULL HT. 0,4�.`=`'.,� —...'� FILLER BLOCK ON 2x4 STUD SHEAR , _ :j II ! 1 '' w.1._-���1__�� _�._�_i. _�^ __...„....._*. 1 ,li 11 1 , 1 i 1 _ _ _ SIMPSON A35 SEE qR 1+5j " YW' G U OTH V WALL-SEE PLAN 4 1--- 1 i , I ®►ND:} } f I i1 __} EDGE NAIL PLYWOOD SHEAR WALL sCHED.a PL D, L E B EA. SIDE OF ___..__� ',!--�- 1!�_—.�_w------.___._M-'.-.• ' -' � -� ' }.____-�. a._.�____-_---___. ____. _____._ _ __._. _�_ I TO TOP PLATES (36 O.C. IF NOT SIDES, NAIL BTW'N (2) CONT. SCHED. FOR MORE __._n_.-_._—_. SPECIFIED) -TYP. INTERIOR SHEAR WALL $ FULL HT_ 2x STUDS W/(2) 16d FLR. JOIST INFO. __--_ 1____-_ , __ --1 _.__ — ._-___�_--_ _..w-______,�.__ __-_-.-._-_.-� ' 4x CROSS SECTION COMMON NAILS 0 12° O.C. 6x CROSS SECTION I I------11 1 i III t -- : l 1 SIMP. LSTA30 STRAP 1---.._,--I } , + I } , .___._.-..__._ ._..._ .. J_ __._.._. -._._._-! 1 I _ SHED WALL SHEATHING FULL HT. TOP OF FLOOR ' WRAP STRAP AROUND ' BEAM AS SHOWN _.- { I . I I !i i -SEE PLANS SIMP. HANGER �Y__-M__1 I i I 1 1 : I t__-_____.___-__-__-- ___._____________.. ____-�, i 1 ti 412111 (I--- --1 i1 11 1 1i 1 ! i! -._._ __ }�__ ._ __d 91t (2) RoUJS GS16 COL }` i t � �- � r � � � _. _._ �._,_____. .__� i }, � i i` ?I I -1 j IIII1I_ JI] ! STRAP TO HDR i�3LK C� �C.�L� 1 =1 � nail Hollow SL 1 - CA1 -1 -0 1 C8 I 01—T104 __ i i I ! i _ 01-T104 I { ; - • O1-T104 ;§ 1 11 {° , ,, 1- i 1 i 1 I 1 i 1 1 a 1 i _... __ -` - - --y s 0 uth 1, (1 li 1 Ii 1! I? i- .S j 3 3 1' t.__; j if , } Townho 08 ;;1 t? R ii i i t { .---ti'.=.--=.2.LP)--=------------4 i" -- - ... / ' i11 i11 i TOP OF FLOOR ._------.___;1 1 1 1 i I ; 11_.__-_-__.__.___. F-_. ( _. _--IS 11 1I 11 is1, Lnr-1 I ) 1.________._ --__..._-___� _-- ____ _ . _ Tigard, Oregon 1_-...___._-.._.11 4l ; I '! 3 for i ----�; ' •! 1; i1 i •-- ` ! ' Brownstone Homes, L.L.C. _III it II t _.__-__..___i 1i 1, ; 1 I i It a!1,_________, -°- ----- i TOP OF ENTRY LANDING 1 _w.___i Ii 1 11 s I s 11 1 It DRAWING ISSUES: �-.___.�_.-_ii ! 1 I I: I � ;, ___.__._.__�� 1. DESIGN DEVELOPMENT FATE:I, i LT -ijL_.___-__I1 1 11----_ j, € LIiiiI:T __...__...___-_- EDGE NAIL PLYWOOD __."_.____._.1 .__-�__ a__ -_____ _ TO FULL NE 1G-�NT 4x6 2.DE51GN DEVELOPMENT- ROUND 2 1{18!0 ---------- I } i - - - - - EA. SIDE OF DOOR I ?=---- s " I _�---:. ._._.-___-___-_ .-_w" :�- 3.PERMIT SET ' ' 1 AND WINDOW Igt , 1-11- .. . • a te { ;' 1 r r�Sii91�° M�j`- .•.r n?.,C.ni-iT'"a-.'�`n..�,F:.' u';Q"`.�^'.'riS.",ci'=.t�i `'.�4' °:o6` o$.�`.a,..... ayc Ys .a,.id.�. - `i ` I ° 4. 5. SIMPSON HTT22 6. 1. • /� I 1'—fl 4 8'3 j; 4 /4 9. 10. il. eamminsior REVISIONS: DATE: i3 ti PROJECT No. 2001026.00 DRAWING TITLE STRUCTURAL DETAILS , SCALE: A5 GHOUL! -..., A SHEET No. W fr4 S 4 . 3 , , ,:. E.... . ...t4 E-4