Loading...
Plans (16) BU P2014- 00105 BU P2014- 00106 BU P2014- 00107 BU P2014- 00108 BU P2014- 00109 BU P2014- 00110 BU P2014- 00111 BU P2014- 00112 �J o N CN CC _ _ PQ o - I z — 0 J O _ // `OCO -1 a - � ° N� - // 31 ��9o°a ( N m — ____ co W 1- — %7 c �''''r%�' \ s // — ----- .i/�� \ 53 �_ W V) _ - \ �� 'fir � `i 4 4 � IX 2 �\ _ _ '/ rj iA N N U ix o — \ , (9 /^ i <‹ 1 Y -- */�0'� / / / ¢ v ....,7 r- _ • / \ _-4-z--S 13 - - II►Iiiiilliilllll� �II!'iilliiill'•,ii \ . 4 _ / / 4.40)11"It)x, \---- 4,0 , ... / N - \--__ ___.. . , 4i,— s. o , RYAN AUSTIN c),4 - �` \ / -------;,\_ r ; \ / } •�1 //.aI1NN '* ♦ 4 4 1 / / — \ / o •z \ z ` �`, / 4 ! — _ i dr T\\ \ \ / / // �� J Iii -4/ \ I 11 rr E • \ i 1 4 oma' / " OF a - I CC ---- — , 111 rr� f _\\ /'_ ® I 1 z i 1 / \ N\ \ ��{n/- \\f/</�:� / _ j, --- - r 11 !1 Q -- -- O I Ilr' \.�� \3 )f 6J\ ' - - . I r1 I 11 II1!11111111111� �IIIIIIII)II!!II / A I 1 /:' w n r ►'i I r l_ 11 v \ / lip E ! 1 \\ / — / \ 11r!lnll� / ¢ Z E\ - i. — /� _ yr 11 4 \�\ / \\ \ •• / / • y r ! \ 0_ 1J Illllti{111111 ¢ �_ 1 1 1 / `I e (, / } 'M \ COv/ // El y' i 1 11 o I r o I 1: I j IIIIIIIIaIIIIZ r 11 �` / = w / z0 �1 !r !1 1, 0 I CA ! 0 \ ?} (ID / --`r--� , _ / • i- L--1 < I= m 1 1 1 / CO :In rn I I I' 1 I,• r \ /� cr w w J T L__J f Iy ,1 r` r L-J L -- _.c., _-- 1:1 - 1 1r I z O r I I / �4)• 0 OO U O o I CO1,. I o r I , J / \ COm / CCIF"'""' d w = o \ I U r 1 1 r ¢ , / \ a -_ 1I/ ` C¢'3 1 CL J Q , ¢ r 1 m ,� / / \ \ I= m r-- - r \ /INI\''''' O CO /� \ CO r 1 11 \ / / \ I z r1 — * W 0 4P CL L.L.I I____) LT .......-.. y //// \\\\ L , !' 11‘.‘ mums / \ 1 11 51 •• / \ m r 1 °4 w LLJ w w0 / \ r 1 11�111511111III1� �II1i111111111rk� // // ♦\ \\ /r7 L ,,!r 11 cyiX �.I 11 Ali Ili!III.I.II.r r 1 / / / \ \ / w r 1 1 l'''Y , \ ct h \\ 4 f2 dEll:llll:!illl� �Illi;lll..11liil t ,:// `.� / SW 83rd vJ I \ r f N t i ; 4 i/! / Ca Li_i �r AVE. LLJ ,_I \ BALCONY _ BALCONY r / ' /i ,.'r i BALCONY BALCONY = I �,i 'L ,,� C - rr / / D� / M LL 4 .•\ , at i \ r....1 \ / Clit(\--..\ 0 1 -r---- --..... I \,r// \ \ \ 8356 SW PFAFFLE ST. // //'/ N4/ O• T \ \ ori.. \ i -\-- i I ! \. 16 UNITS \\ \\ t\\ i,.` `� L/ E I BALCONY BALCONY ' / /7. A 4\ \\ 1 /� r� . �/ 14 cp / Lil o° BALCONY _ --- Q / /'\ /\ J / \ _ / 1 \ I I ,' /cd '� ...›,,...$ El im Ell `� / 1� _ \ / I \ / _ I \\ // C�I� ] _ I '/� !r '/ / 0 aIIEI / w I = W I I I ; BALCC1NY BALCONY 1/' 4 \ / - _.J / = I ----- BALCONY BALCONY i `„/ i / < ,...Z�� 0 4 \ \ \ II cn i i o I \ . \ II 8388 SW PFAFFLE ST. //// I \ w ! ��- _ _ i_-7 - - - }II �`� I / Q o \ \ \ / / I C2 I ` 1rot 1 /��� __._...._.._.._ _ 12 UNITS (\ (\(\ �_ \ i --` 1 1 j - cy) II ,/ //// I! • \� I I L.--- '4'-J -.1 4.;SZ.--.4% l \ - SITE PLAN LEGENDCt r--1 • _ I f / I /, _ i LL !. /" \I ____ / f `� J - - PROPERTY LINE i L'. rK�- 7 il.._- -... - / , BALCONY BALCONY I ( �. I - - 1 _ - C) - _ - -, .k� I \ / I -- - -- (' ` - ,�- I 1 , �j . TOPOGRAPHICAL CONTOUR LINES — - - - -C' C. - N 01° 03' 00" W 153.00' I I I �V ---- t - \ 1 ,! , -GARAGES (6)- \ -_- _ --,, / / , 1 r / / / \ \ \ <<IS,-' ROOF OUTLINE ABOVE I 1 r i = 0 � i i ' r 1 r 10111111111Mil IIII!IIII W1P OWNER 1 r EXISTING FENCE 1"1 ' \ \\ /,�i / ANDREWS A \ \ •_, / MANAGEMENT, LLC r'n11 V \\ 1-�/ // � �} / / 5845 JEAN ROAD rrr' 1111 / / o I w �// 1 / o I / EXISTING BUILDING FOOTPRINT LAKE OSWEGO, OR 0 7 rr 11 ' m L__ Q 1- r___1i m I 97035 r 1,, u_ Lo E '� I -_J L --� / r --1 ISSUE DATES: z ! z I _ I w I + rr o. I o I o / i1. - ' I COVERED PARKING PERMIT:05/13/14 I o Iy/ r m ‘71- m An? O C. ! 441 FA /*� la Cs) 1'nrr IIIIIIiIIIIIIII' i /h ADA ACCESSIBLE PARKING STALL I I `\r 1 / I \ r 1 h)� / r 1 / ' \ /r 1yN\k :0 / \ \ 1 1 / 1 1aN 1 —� / \ L r I • I/ / 91* SITE PLAN NOTES I I //OP/ / / / I -// TOPOGRAPHICAL INFORMATION,PAVED AREAS&PARKING, SIDEWALKS&OTHER SITE FEATURES SHOWN ON THE SITE PLAN ARE - — — - - — — — — — — — — _. DERIVED FROM THE A.L.T.A.SURVEY DATED 0210512001.ACTUAL SITE (,~ __ - _- N 90° 01'44" W 121.73' CONDITIONS MAY VARY SLIGHTLY FROM THOSE SHOWN ON PLAN. JOB#: 1407 STATUS:PERMIT PRINTED: I 5/12/2014 9:57:32 PM' SITE PLAN A1,0 SITE PLAN 4 A1 . 0 1SCALE: 1"=30'-0" _ ORIGINAL SHEET SIZE:22"x34" o o m o N / / 6 .. t cc a 5-0" 12-4" 5-0" 11'-8" 12-0" 11'-8" 5-0" 12-4" 5'-0" 0 :: ... d• 50'-0" 7 / 7 / / / / / 7 / e , <4 IY _ ... C S ,im U -J 0 - _s o_ cr.> , ./j ... : / I L7 Lu 5-fr 5-0" 8'-8" 26'-8" ,, 8'-8" 5'-0" 5'-0", ‘.. .. 7„---4----..\ 3.„.._____. :7- / SiO ..m • ! ! : cD\ \ L ..,.. W 5 / ' / / / / / / ' . /. /4 ' IIII • / 1 I . /_ --/ \‘!..15.,5) . A5.5 b. 1. , PATIO Ala .,,, i : co . -... I ... C11 - '\ < PATIO Ala : I BALCONY Ata > /:•• •• -;., tx = \ \ . --..----- 5)GARAGES 6 . \\ BALCONY A2a / 7 / i . / : • .. . _______ .., / : b. ./ . \ A2 ___-"/ \--•._ I \\ / . / . { ". . w (....) . . / • ...) . ...- ,-"c''.., 1- . / ao Zo / \ -4... • / , ). A ?..........4- - -- --''- SW PFAFFLE STREET - . \ , // :., . , ...., \ \ , / / = z / - m . i . / - , . =% Li „.., .., , / ... . \\ 2-BEDROOM UNIT 2-BEDROOM UNIT/. 1 ce , . / / r- \ / c \-1 I / / - - • / ' • • / / \•,...1-BEDROOM s/ 1-BEDROOM ,• '(------- i- ,___________& . , ;_____'7 \ - /\ \ \ .1 / / : . / '..„, UNIT\..,, / UNIT , _ \--I / ,--' / . . Essti,.., . . . / . • . / / : , .... .. ,.., \• • ,••• / • / 1m:1&---- . • : „ • / > -<. < ! 450)ae4tei, . • •• s / iTh SIM ;4.• • • -• \ "• 1 / 1 - ir ------ . CNJ LC) \ \ \ / / / N. \ \ N PATIO 91 a \...!._, PATIO B1 a /..,...,. ;',:- 1 rns, \\\1-BEDROOM - 1-BEDROOM I , 1 1 / . N. \ • / BALCONY B2c BALCONY B2c '. :- /\ ._52 z_,s,' . UNIT". / UNIT / 1 r-. / --:IP I• . , / 1 1 v;•=. co OFF. 2-BEDROOM UNIT 2-BEDROOM UNIT "... .____ ,,.._, I co I , „ ... / -7- co . __\._ PATIOB1a \.._,/ PATIOB1a ,/_. • j :,,s- - / \ \ -- 431 WAN AIM CI, 7ri0:- i°!f::L -- -. k / , I //BALCONY B2b BALCONY B21)`. -T 61 -c„, 0 . \ , . , , . - , , 1 , .... _ ......._ - : 7=, i I • 0 / BALIO0NyA2a _ii PORTLAND,OREGON..t.._ . -, 7 • • • I ___I I 8364 1 ... , " . b7„,,,k 015743 fd- PATIO Al . ,.. S \--- ....)1 r-,,\ - - _ _ , ,-,,- OF OV$ , ) - CO . \ (---- -- ...,_. Nv L. ; P • " : BALCONY A2a ,,, : _ - _ - - \ . . : . _ i ... •t•:- i IV III ‘ ._. • . • • . , • • PATIO Ala PATIO Ala <--- --i 1 .F._\ ...J L\ : \ \ N _ . , • • - . b •/ BALCONY A2a BALCONY A2a '... .• ../ , - rt . , 1 s . _ . 1 . . PATIOB1a PATIOB1a :'. :- -q- _ - , , - co r \ . •.:._ '\ 1..., 1 . 2-BEDROOM . 2-BEDROOM • • ' .i S Nv BALCONY B2b BALCONY B2b‘., i. N - b I t.() I UNIT UNIT En,. ,, BLDG. 8410 co I c0 1 - 1-BEDROOM 1-BEDROOM .._, - - I i L---• UNIT UNIT N-NN.- 0 BLDG. 8332 \ Ank Sim 1 . • b 1 r ,- - - 0 A" BUILDING 8364 _ . : .•• i ! - A2.1 • • . • ., . '.... _ 1 CO - ' . N , ,NN I \ a , , ,, , . • .• _ . =zt E-,., I SCALE: 1/16"=I-0" : _ I • • • s .- - \ :X • 1 c--) s - : or) 0 I_ N., 1 I N I ; BLDG. 82940- 1 ; 1,D - \ L I I • •. • , - -: b 4) N " _ _ - -• \ I i • N.N.,/ 0_ • I 1 - _..--) NN \ 7 • : b 12L Lti L..... _I / • \ / • : i 1 / • - 1-BEDROOM 1-BEDROOM N \ w / . •• - UNIT UNIT -•• -\co N 111-4", i 1• / 2-BEDROOM 2-BEDROOM s\ I ., • . ., . r!- / / u) UNIT / \ UNIT :..., . PATIO Bla . • . PATIO B1 a /. =d- N. •±:) \ 5-V' 11'-8" 12-0" 11'-8" 5-0" 12-4" / g-0" 1Z-4" 4'-03-6" 8'-6" LLJ __I - U_ / \ /BALCONY 92b BALCONY B2bs. N N % / / / / / / / I , . \ \ En.„sr. )1 i__. _ / \ ,- \ .• \ \ 1. / • \ N /,,1 1 / // / / 111 SIM/ , 4... , \ / / • \ /7-\-.....5) -.... . , PATIO Ala / \ PATIO Ala . / ,E- . .... • . .... . ...- ..../ . I I _ \ p I:I - BALCONY A2a/ \\BALCONY A2a z-,, . 1!1 h 1 > .1 1 N. ' k-Y • \ 7 / / • . , A2.1 Sim U.) c...) . o\ • • :• mow 1 , . 1 ,= . r••• A2.5 M c.r-:-.) sNN III 1 / _ • 1 ... .. . 71. 1 // \ / . \ PATIO Ala PATIO Al a . I , -- - / 1 1.1 1.0‘,..v •••zt ;I- 1. < •w• • / I ,... [ _.• „:-.„ \-1 ..,,,, PATIO Bla /BALCONY B2b PATIOB1 .(1. . BALCONY B2b\ •-' N -,t, - N ,s.- • BALCONY A2a .................. BALCONY A2a 0 / -41- 1 N \ 1 . . / 1 _. . . . . ,•-•' : / . . / / . / . 1 c.I. L ! \\ pl"_, \ / / / \ ‘ / : -,--.. i / / .1-BEDROOM 1-BEDROOM. N „.. . .„ / , \ • , / ....I ! • / .. UNIT UNIT' ''. , / "(6)GARAGES/ .-.....„, . -... , , ! 1-BEDROOM UNIT • • ,, / . b •, ,_, _i_1,v \ • ., / / / : • • \ --) ! < -K • . ., \ . \ 2-BEDROoM UNIT 2-BEDROOM UNIT 1 ' / / . •,. • • s ---1 l• ''' ' / / , • • • • . • • i//BPAALIO0BNlyaB2c // • / : . . • . ". N b :• • • , • " ../ • • • . • , .. / . . . : ., .••• • • . . / • • / • • / / • : / -, • : • . / • co •zr= :• • . • 1 ! / / : Limml „ . : • : : / • (NJ''') • N : N. : a0 Al KEY PLAN 6 .. , , 2-BEDROOM M UNIT/ / 2-BEDROOM UNIT • . . • : . : I / N \- \\I . . -... .... .. , . ,• \. \ \ •/ \ • K • „ , , n- SCALE: 1''=1001-0" • i \ 1-BEDROOM UNiT-,,, . . 60' 0" 5-0" 8'-8" 26'-8" 8'-8" 5-0" , ., . . / / /)/ / / / ,•••-• A. . \BAALO:BNlya.62: . '. . : 1 . / / 1----1 • /z PATIO Ala PATIO Al a . . • BALCONY A2a BALCONY A2a ( •-• : . H. ..: - 1 - Ct , / \ 1 : A41 BUILDING 8388 A1.1 BUILDING 8356 i .. .-., i - -. L .._, 7 -.. ... t - J . 1 . 8 / ' /.‘ ..„ N.. -•-'o BUILDI'NG 8332 A2.5 0 N . ' SCALE: 1/16"=1-0" . _ • '0 7. Sim dik /f NN. ‘.5‘' "o,. OWNER: \i:12).4 A5.5 .z•:. co / ,/ s#0/''',.. '7' ANDREWS -s, I /-- ,,,.. ii, <kb .....,,„,.. ..„.. :' /.. ,/ .; .` '1 / ,,' / ../-e,<' i NI , .,,.,. MANAGEMENT, LLC 5845 JEAN ROAD - ,'' / ., 1 co / / __ j' 72' '0-, / 144'-8" / LAKE OSWEGO, OR 1 2 . - AN Sim .4 . . ....- r: -,•, 5'-0" 12'-4" 5'-0" 11'-8" 14'-6" 3'-64'-0' 12'-4" 4'-03'-6 8'-6" 6'-0" 11'-8" 5'-0" 12'-4" 5'-0" 97035 \ )r . , BALCONY A2a 60 . .////,,,,, ) 1. i '..... - - 11 A2.1 6''' \ ;• 1ISSUE DATES: . . v-17- \ . „, . , so„ N__ \,.... 1 . \ , , 2-BEDROOM UNIT b • • / / a PERMIT:05/13/14 ". : 1 . , \\ -• \..„ PAH)B1 a . , :WI _ , "BALCONY B2a(SIM)', ;. ••••/ ,':,' il € 1 • . '5/•• :\ A24.4 - : PATIO Ala PATIO Ala -.• I • t 1 , -.. - • . . , / 1 ' •, , , "I'•-., //N: ., an, ;-4-\ ' ' I 1-BEDROOM UNIT II.„M: BALCONY A2b BALCONY A2a : / i , , • ' \ 1 \ \ 1 , , 1 . '.'. . t 411111.::::'4' .... ..„..., .. .......- ''''. • 1 1 . . . • •. BALCONY A2a : / • , , / / : , , •,..„„ • / r, /4t44. 1 NW --r ' 2-BEDROOM UNIT 2-BEDROOM UNIf / ,.. 1 / i ''t,., •\/ 1 . z 1-BEDROOM UNIT/ . / // // ...• ' . 4%. 2-BEDROOM UNITNI• ./ =- • PATIO Ala -, 1 / . ... / _ ..., / : ....... . ..., : -2---B-E-D-ROOM UNIT , /44,146 : .. BALCONY A2a _ _ , . e- - PATIOB1a' ''''' 714.-PATIO PATIOB1a/ / / (3 '^e-. b. \•// __..V . ) ) ,,zr F----"\' , , \ • \ i / 2-BEDROOM UNIT / / / / 1 , ...PATIO Ala--- - / / : iiiih!: . 1 1 i• i .,,,• '",‘ . . .- \, L . / / - / iv ' • ••••. / ..//" PATIOB1a .\ . N \ •,( o ,./t- , •,=, co 1 NNN:<„,.N. . , \ • --,:.--- BALCONY B2a BALCONY B2a - ----., ; N_ ---- BALCONY A2a ..,,, b : BALCONY B2e.\ \ \ \ . . •••. , co - '101, I 1 t....... ._. - cO . : \ . . , ,..... ••.. \ • \ \ zo 2-BEDROOM UNIT 2-BEDROOM UNIT ‘‘. / . •„. - ! • '‘,„ 2-,BEDROOM UNIT 11-BEDROOM UNIT 1-BEDROOM UNIT . , II , , \ / . . • . b\ . .,..... v ..-- , „ .. ...r.2 _,_ , ,- / I I ,.;, : -- : , , ... , , , . . -; L_. .__.__.,__ . \ , , i ! 1 1 . . • . : • 2-BEDROOM UNIT \ z,- • . . . --- \• • -Tf I •.\ / 1 I / t•. . \ : • • )\ \ IPATIO Ala PATIO Ala '••• \ 1 1 .. / i 2-BEDROOM UNIT ii / ,---) • : / . . 6 - • \ \ \ C11 . .' [ \ \ • • BALCONY A2a \ 1- -' i 7 ..• / T. • BALCONY A2a : I i '. 1 • _: i• ,........1 •.. / 1 I / ',,, . PATIO Ala 1 1 ,,• : . / - - : / / . . : / 2-BEDROOM UNIT 11-BEDROOM UNIT 1-BEDROOM UNIT ; i PATIO Ala \ _. . • • / 1 BALCONY A2a • . : - . I - : • / . / N N / . . / \ N 1 / , , BALCONY A2a ' 1407 \ : . ,.. ! , • / . . I PATIO 131 a -f\-A PATIO Bla : : --: = 7-- 1 .i • : - : a". .---•" ' .. • BALCONY B2a BALCONY B2a ' --,-.- STATUS:PERMIT A2.6 ‘----- - - - - i 1.1 1, Ill• • - /- \.:3 r‘l, <0 •Cr. ' / ( / ••-, . _...r :/-------i- PATIO Al a . • • // - / : -. J ._._ , -/.. -„ - gyi. ..' ...-.1- / -, / . 1' 5/12/2014 436:09 PM ...< - - 1 \ BALCONY A2a , 8'-6" 12-4" g-0" 12 -4" 5-0" 11'-8" 12'-0" 11'-8" 5'-0" 12'-4" g-0" 20'-0" ''..,0,4 r 9 )I _ i ,.,•`-' - \ - ---\. / E 7••••' / /7/V / / / / / / / /V , A5.5 \ i,-.... -. -.-t...- -ft A. - 4 4'-0" '1fr b i -I- 1 7 - 3,_F, 136'-4" ' EXISTING BUILDING / / °\ - ' alk Sim REFERENCE PLANS te: A2.1 All BUILDING 8410 a All BUILDING 8288 8 Al" BUILDING 8294 AL SHElET 811:27x34" (,) SCALE: 1/16"=1'-0" %.,./ SCALE: 1/16"=1'-0" %) SCALE: 1/16ORIGINA "=1-0" 8 1 E O o O 1 ti LINE OF SIDEWALK SLAB LINE OF SIDEWALK SLAB t .� d J = o 2 i 4 a o EXISTING 8"STEMWALL ON a © , A2.2 A2.2 lak 8"x15"FOUNDATION @ A2.2 A2.2ec A2.7 EXTERIOR STORAGE ROOM 11'-9" WALLS PER ORIGINAL �� ' CONSTRUCTION DOCUMENTS. 11'-81/2" o 15 (F.0.SHEATHING TO F.O.SHEATHING) VERIFY FOUNDATION EXISTS. 1- (TYP .) 03 - 03 r--� o a 17 - N 4- iii -- '4� '& "� ^ �,,. ,1 ►J, ►.�. ►v HICC / \ ��, 6.1.1 / \ EXISTING 6"STEMWALL ON ►! u �- -1 j1 o o 15 (TYP.) ='" I- I 6"x12"FOUNDATION @BALCONY - a o ALLS PER ORIGINAL o u, u r - - - _ - i1 0' 4" 16 1 r , 0._4" w CONSo WING TRUCTION UCTION DOCUMENTS. AfiNI' u z -I- 02 (TYP.) �s di VERIFY FOUNDATION EXISTS. ce �\ (ECFV.VARIES, w 1 +(ECFV.VARIES, w a��.4 FIELD VERIFY) � I FIELD VERIFY) oo W UP , w UP � a a ` o 1 1112:; o ,s 0 -1 GENERAL NOTES EXISTING STAIR TO REMAIN. J EXISTING STAIR TO REMAIN. NEW 36"x6'-8" m LOCATION OF STAIR VARIES. 1 •� m LOCATION OF STAIR VARIES. 1.FIELD VERIFY DIMENSIONS AND EXISTING CONDITIONS. HOLLOW METAL DOOR S ►_: \\ EXISTING STORAGE $ @ STORAGE ROOMS "' 8 44 RYAN AUSTO4 C". ROOM DOORS TO BE "' A2 7 EXISTING TUBE SEEL STRINGER �p A2 7 , \\ REPLACED EXISTING TUBE SEEL STRINGER '"'*; 491 :, 2.BALCONY NOMENCLATURE:UNIT TYPE,FLOOR,SUBTYPE(EXAMPLE:Ala) OF STAIR TO REMAIN. iii , 1 OF STAIR TO REMAIN. UNIT TYPE:REPRESENTED WITH AN UPPER CASE LETTER.THERE ARE(2) I =: �\� EXISTING PATIO ( 5743 DWELLING UNIT TYPES: w z ' I 1 w z DOORS TO REMAIN : I 0 TYPE'A',TWO-BEDROOM UNITS WHICH HAVE A DEEPER BALCONY AND __ - _ __ _J 1. L LI - • _I .k ! L L �I _ _ -- LARGER STORAGE ROOM,LOCATED ON BUILDINGS 8286,8294, !►- Igil h. M • 8332,8364,8388&8410;AND �� �'`i+rt - 'g"__7_�� ��`�,�r,,i,F�; f ; �'_ - ►�.' ' ,t�.i _. �r ► 6122,♦„♦ 1► ♦,♦♦♦� qtr♦♦♦) •♦,♦♦11�ILIH1 � ♦,♦� 11 �I ♦ i♦ ♦i,,,l► ♦,.♦.111' ♦ ♦♦„♦ IH►i ♦,♦♦, ,♦♦♦, ♦♦,♦♦10..1 - ,, ♦♦„ 8 `I►i♦�,,, ♦♦,♦• ' ♦♦�1��; TYPE'B',ONE-BEDROOM UNITS WHICH ARE LOCATED ON ►�, \/ ►� BUILDINGS 8294,8332,8356,8388,&8410 , �� FLOOR:REPRESENTED WITH A NUMBER.'1'REPRESENTS A FIRST FLOOR 01AIS4 01 i�i►�? 01 1 ' 3 01 , i i PATIO,AND'2'REPRESENTS A SECOND FLOOR BALCONY. A2.2 A2.2 rr � I A2.2 A2.2 :� � i te^ ) II ��: II SUBTYPE:MINOR VARIATIONS REPRESENTED WITH A LOWER CASE LETTER. `' 1 I � r o , �. ; : �►V:: i 1 3.KEYNOTE SCHEDULES CAN BE FOUND ON SHEETS A2.1,A2.2,A2.3,A2.4,A2.6,A2.7,A5.1, O A5.2,A5.3,A5.4&A5.5. (1) 0 Q C� A2.1 ENLARGED PATIO PLAN - TYPE Ala QUANTITY :24 A2.1 ENLARGED PATIO DEMO PLAN - TYPE Ala QUANTITY :24 W 4 SCALE: 1/2"=1'-0" I SCALE: 1/2"=1'-0" < it: W CO w EXIST.HALF WALL RAILING LLII '<Lea- BALCONY PLAN LEGEND 12 TO BE REMOVED LINE OF BEAM BELOWa 11 BELOW SHOWN DASHED 2 4 STRIPS @ EA.JOIST 1/2"x2 1/2"x4 1/2"P.T.FURRING TO BE REMOVED (j') o c) co NEW WALL A2.2 A2.2 11 BELOW LINE OF ROOF ABOVE. ~ A2.7 ROOF TO REMAIN. ak D M A2.2 A2.2 EXISTING HALF WALL 04 / 5' 11" 5' 11" 30 SHOWN DASHED TO BE 0 Z 33 - , REMOVED EXISTING WALL TO REMAIN 33 - 33 16 1 __ _-._-2222--2222 __-_ ___-- I EXISTG WING-WALL ABOVE IA I I LEVEL OF BALCONY , �-.__ �,,� J :..... . .. . ......._ _..-__.. DECKING SHOWN DASHED ��►����:I���;��� �;_� ��r�-�.,. 14'\ ►'1 lAil, A!i ' 1 TO BE REMOVED \\\`\\��• EXISTING WALL TO REMAIN,REPLACE!REPAIR - _ FRAMING&SHEATHING AS REM:). r V 11' 9" al j`, ; v NEW PARTIAL HEIGHT EXISTG FULL HEIGHT r WALL ABOVE BALCONY ry - _.-.2........222. _ ._._.. (VARIES:FIELD VERIFY)___.__ ....2222-.__._.-. 1 1 TVOREMAIN.BELOWROOF w 0 EXISTING WALL TO BE REMOVED I\' __ 04 T a LI 3 --____._..__._._.____.....w _..... __... EXISTING 2x4 DECKING.--------._ NE OF ROOF ABOVE. j, 20 LINE OF ROOF ABOVE. ` TO BE REMOVED 1 1 ROOF TO REMAIN, AS.i ROOF TO REMAIN. , . _ ___ LINE OF SOFFIT ABOVE -- STORAGE ( -14 _- _ . . _-___ _� -- ' = STORAGE z '� SHOWN BASHED 8 ROOM v ,- -- .. _. .. , ._._._...__-____-__--.RQQM._-22..22_-2222___. 2222..--- ..-..2.22.2.............._ .--.-_-___-_ 2222_ ___- 2222-2222_ ___ , 11."Z , NEW H.M.28"x80" , •� a' ;`; A2.7 STORAGE ROOM DOOR --' '. -' '' - A2.7 _-�_ 2222.2.2.22__- t EXISTING STORAGE ROOM u, j . ., - . , �• Y�/ DOORS TO BE REPLACED x jCt iN Ihk • _.-_..__._.--._ 2.2.22.....--.. - . ... __--__- - .- - -------------._.._ ----.__-_---- - - EXISTG FULL HEIGHT 0 z lib,- � � __._._....__.2....2..2.2_ _.. � - - - - - -- - - - - - WING-WALL BELOW KEYNOTE SCHEDULE , � Ilt� (1.3 _ ;► ROOF TO REMAIN. ►. #tom "12...2.2_........ _ . .__.. -- _ L. _ �j���j�jt llf ���l�l�l� �t� j►♦ _ _�i��������� l Ott T��♦1♦ � GTt►����*i►♦��1��i1�i1*�t���i AA_ AWkvt**virA ♦♦♦,♦l1t♦♦♦♦ '►♦,♦♦viorit♦♦ ♦♦♦♦♦ fii�jj�j�jt�,ti�l�jj ir����►�i11 KEYNOTE DESCRIPTION �',I 01 EXISTING EXTERIOR WALLS TO REMAIN.CLADDING&WRB TO BE REPLACED. 2 ' ��;� 02 EXISTG 2x4/2x6 WOOD FRAMED WALL TO REMAIN.REPLACE DAMAGED FRAMING& Ailk01 4 01 A5 4 .'� 01 01 Ak 01 :moi I 01 OWNER: SHEATHING AS NEEDED.ADDITIONAL FRAMING&REINFORCING PER STRUCT. A2.2 A2.2 c. A2.2 A2.2 :Ail ANDREWS 03 EXISTG CONC.SLAB ON GRADE BELOW TO REMAIN i , ��Ij 04 EXISTG ROOF LINE ABOVE SHOWN DASHED. MANAGEMENT, LLC 11 NEW 2ND LEVEL BALCONY P.T.BEAM PER STRUCT..BEAM:6x10; 5845 JEAN ROAD PRESSURE-TREATMENT:AWPA USE LEVELUC3B A21 ENLARGED BALCONY- PLAN - TYPE A2a QUANTITY : 23 A21 ENLARGED BALCONY DEMO PLAN - TYPE A2a QUANTITY : 23 LAKE OSWEGO, OR 12 NEW 2x8 PRESSURE TREATED DECK JOISTS,SPACED 12"O.C.U.O.N. 97035 15 NEW P.T.4x6 POST PER STRUCT.TO SUPPORT BALCONY BEAM ABOVE. 5 SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" 16 NEW FULL-HEIGHT DOUBLE 2x6 GANGED STUD POST PER STRUCT. ISSUE DATES: 20 NEW 1x6 COMPOSITE DECKING(TREX LATITUDES CAPTIVA DECKING OR APPROVED SIM)w/CONCEALED FASTENERS.COLOR&TEXTURE T.B.D.;PROVIDE OPTIONS TO PERMIT:05/13/14 OWNER FOR SELECTION. 21 NEW 1x4(1.0"x3.5"NOMINAL)COMPOSITE DECKING TOP RAIL(TREX OR APPROVED SIM.);COLOR TO MATCH BALCONY DECKING;TEXTURE TO BE SMOOTH;REMOVE ALL STICKERS&LABELS PRIOR TO INSTALLATION. 22 NEW CONTINUOUS P.T.2x2 TRIM.ATTACH TO TOP OF BALCONY BEAM,TIGHT AGAINST RAILING SUPPORT POSTS. 24 NEW lx EXTERIOR CEDAR TRIM. 25 NEW 3x8 CEDAR WALL CAP,SLOPE TOP SURFACE TO EACH SIDE;PRIMED;FINISH TO MATCH BUILDING TRIM. 28 PAINTED,PRE-FINISHED GALVANIZED SHEET METAL FLASHING. 30 CODA ARCHITECTURAL"OPUS 50"STEEL GRATING RAILING PANELS(OR APPROVED SIM).PANELS TO HAVE 1/8"x 1 3/16"VERTICAL BARS SPACED 2 7/16"O.C.,AND 3mm DIA. HORIZONTAL BARS SPACED 5 3/16"O.C.;TOP RAIL: 3/16"x2.5"STEEL BANDING w/ DOG-EAR BRACKETS @ EA.END;FINISH:HOT DIPPED GALVANIZED&POWDERCOAT FINISH(COLOR:"SIGNAL BLACK"RAL 9004).PROVIDE ALL WELDS&PRE-DRILL ALL HOLES PRIOR TO GALVANIZING AND POWDEROATING. --- 33 2nd LEVEL BALCONY RAILING POSTS(33a:INTERMEDIATE POSTS,33b:RIGHT END POST,33c:LEFT END POST):0.5"x2.5"x49.75"STEEL POST WITH BASE FLANGE PER DRAWINGS.FINISH:HOT DIPPED GALVANIZED&POWDERCOATED(COLOR:TO MATCH JOB#: 1407 STEEL RAILING GRATING PANELS). STATUS:PERMIT 35 SLOTTED STEEL SUPPORT ANGLE.FINISH:HOT DIPPED GALVANIZED& POWDERCOATED(COLOR:TO MATCH STEEL RAILING GRATING PANELS);SEE DETAILS PRINTED: ON A5.2&A5.3 FOR SIZES 5/12/2014 4:38:33 M _ 37 NEW HOLD-DOWNS PER STRUCT. 40 EXISTING EXTERIOR VINYL LAP SIDING w/41/2"REVEAL TO BE REPLACED 41 NEW HARDI PLANK SIDING w/7"REVEAL BALCONIES-TYPE'A' - A2 . 1 ORIGINAL SHEET SIZE:22"x34" i E o O r i • N ew0 G r 0 - n o , u p J CL. i %- Z 0� ' LI M W ,-_� 1- 8 A2.7 8 a ea A2.7 W '77) U > W• n 1 y • • V 1•t 1 •••1.1 ii 2 � 1 Vii '.1 01 I z it , d EXISTING GABLE ROOF '' EXISTING GABLE ROOF + A= 't� l' EXISTING GABLE ROOF OVER BALCONY OVER BALCONY � 111 OVER BALCONY 40:-, t I - . 1119 i ".--'t‘ '-' _,,._ 1 01 11116 i.k.V RYAN Awn a B.O. ROOF _ IF• IIw� . ...�, .��-�_�. B.O. ROOF _ �� •OA ! � AA ► •••11 B.O. ROOF ����.i� �'� �.�•'•Ji B.O. ROOF16 - 5 116' - 5" aw. – –16, - 5" = 11�� \� 16' - 5" SHEET METAL SOFFIT / I :` / ' OF SHEET METAL SOFFIT i111I SHEET METAL SOFFIT 43 SECTION OF PRIVACY WING i I q WALL TO BE REMOVED t, Li SHOWN DASHED SHEET METAL SOFFIT EXIST.STORAGE UNITS • ` EXIST.STORAGE UNITS BEYOND TO REMAIN.SIDING • BEYOND TO REMAIN. NEW PARTIAL HEIGHT WALL 01 I &WRB TO BE REPLACED. • • SIDING&WRB TO BE ABOVE 2ND LEVEL BALCONY i"3 REPAIR/REPLACE FRAMING& ` REPLACED. PRIVACY WING WALL TO BE I SHEATHING AS NEEDED. • E �` REPAIRIREPLACE A5.1 PARTIALLY REMOVED. I w r FRAMING&SHEATHING I �. AS NEEDED. N 80EXIST.28"x80"WOOD q WALL EXTENSION n- -,I T - •• ROOM' STORAGE ROOM T. - r TO BE REMOVED r I •••- 4 DOOR TO BE �; I SHOWN DASHED REPLACED w/HM i ti 30 I DOOR ' t I [r FRAMED HALF WALLS TO MED H WALLS FRA ALF L N S - I z* BE REMOVED(ALL 3 SIDES) j7- cl cc, am LEVEL 2 N Hs _ I 1 LEVEL 2 I - LEVEL 2 >i r' I I LEVEL 2CC il' i 8' - 8 < co I ( I r'' I '� rl l w AN 33 — LL _ — �_',. C l - - - -�-� L_ J� �� 'i T q, "�� II X11 r LLI Q I.► X I I.► ��':: J 11 (17-< 4. SpvL. 11 �r 1111W I X (1) II REPLACE EXIST.BEAM - • 12_ • 12 • REPLACE EXIST.BEAM ti 5'-91/4" •• 01 `• •(CL OF BEAM TO FACE OF SHEATHING) EXIST.DECKING&JOISTS O TO BE REMOVED. NEW 36"x80"H.M. EXIST.36"x80"WOOD EXIST.DECKING&JOISTS STORAGE ROOM 24 BEYOND STORAGE ROOM DOOR TO BE REMOVED. 01 DOOR \\ TO BE REPLACED w/ 02 •\ HM DOOR s• • 01 • 24 - \> w / / 0/ / / / / EXIST.STEEL STAIR BEHIND /' .' WALL TO REMAIN �.r - ,' ,' .. .. / Ct i / / LEVEL 1 - LEVEL 1 0' - 0" – 1-___7, >>_--__�/: 0' _ 0" a '� – LEVEL 1 ) _t �' — LEVEL 1 _� > >� 0' 0" > ,,_ ,, a, 0.� VCt tii-JLUtLE± • •I — —1 — 1—I 1 1 1 l I-1 — I — II— Is. —I — 1 --I --II -1 I— Q f=1= —I I—I f =1 — I =1 I —I I = — I — —III—i= I — I I I =—I f—I — = = I f — 1-1 = — = I — — = — _ d = 1I I _II — I I ! I I I1 • °= . .. 1 I-11 - 1- 1 °_.: .-. — — - - V 1 —1 I i 1 1 .- " I I I _ 4 III I — III—II =1 —I —1 I = a2.7 II :fi= III I — I I II— I— fi► III —I I ►—I I i i i I-1 A2 7 I 1 I f-I I- I I I I 1 I —i I I I I i I 1 — I f— I— I— = I — I — _I_- I- —!1=1 _1 -1 I —1 l — I = = 11= — 1 — —1 l —1=11 —i-1_-111=1 = I I —I I— 1— — —1—1 — 1=1 — i- 1 = I— I —I 1-111- 11=_— 1 — — —11 I-1 — I-f 1 1 — 1—�— I T----17117117, 1f I — I—f — 17117 1 1-1 1 1 I 11-1H 1 H 1 III 1 1 1!III III 1 1 (III 1 III 1 I I III I I I III 1 III I 1 1 1 ! 1 1 I I I I ! —I i 111 I I I—III H III 1 i_ I i 111 1111 1111 1111 I I 1 I III—III I OWNER: - - I — I I-1 I I—I I-1 —1 —I 1 —I — I I-1 I = : 1 1-1 —I 11—I I— I l—I — 1 — — 1 — .11-1 - I - - ANDREWS , , , , , ;, , , , , , , , , , MANAGEMENT, LLC 5845 JEAN ROAD BALCONY SECTION BALCONY DEMO SECTION BALCONY SECTION BALCONY DEMO SECTION LAKE OSWEGO, OR 97035 A2.2 (TYPE Al FACING WING-WALL A2.2 (TYPE 'Al FACING WING-WALL A2.2 (TYPE 'A') FACING STORAGE UNIT A222 (TYPE 'A') FACING STORAGE UNIT ISSUE DATES: 4 SCALE: 1/2"=1'-0" 3 SCALE: 1/2"=l'-0" 2 SCALE: 1/2"=1'-0" I SCALE: 1/2"=1'-0" PERMIT:05/13/14 KEYNOTE SCHEDULE KEYNOTE DESCRIPTION GENERAL NOTES 01 EXISTING EXTERIOR WALLS TO REMAIN.CLADDING&WRB TO BE REPLACED. 1.FIELD VERIFY DIMENSIONS AND EXISTING CONDITIONS. 02 EXISTG 2x4/2x6 WOOD FRAMED WALL TO REMAIN.REPLACE DAMAGED FRAMING&SHEATHING AS NEEDED.ADDITIONAL FRAMING&REINFORCING PER STRUCT. 03 EXIST'G CONC.SLAB ON GRADE BELOW TO REMAIN 2.BALCONY NOMENCLATURE:UNIT TYPE,FLOOR,SUBTYPE(EXAMPLE:Ala) 04 EXISTG ROOF LINE ABOVE SHOWN DASHED. 11 NEW 2ND LEVEL BALCONY P.T.BEAM PER STRUCT..BEAM:6x10;PRESSURE-TREATMENT:AWPA USE LEVEL UC3B UNIT TYPE:REPRESENTED WITH AN UPPER CASE LETTER.THERE ARE(2) 12 NEW 2x8 PRESSURE TREATED DECK JOISTS,SPACED 12"O.C.U.O.N. DWELLING UNIT TYPES: 15 NEW P.T.4x6 POST PER STRUCT,TO SUPPORT BALCONY BEAM ABOVE. TYPE'A',TWO-BEDROOM UNITS WHICH HAVE A DEEPER BALCONY AND 16 NEW FULL-HEIGHT DOUBLE 2x6 GANGED STUD POST PER STRUCT, LARGER STORAGE ROOM,LOCATED ON BUILDINGS 8286,8294, 20 NEW 1x6 COMPOSITE DECKING(TREX LATITUDES CAPTIVA DECKING OR APPROVED SIM)w/CONCEALED FASTENERS.COLOR&TEXTURE T.B.D.;PROVIDE OPTIONS TO OWNER FOR SELECTION. 8332,8364,8388&8410;AND 21 NEW 1x4(1.0"x3.5"NOMINAL)COMPOSITE DECKING TOP RAIL(TREX OR APPROVED SIM.);COLOR TO MATCH BALCONY DECKING;TEXTURE TO BE SMOOTH;REMOVE ALL STICKERS&LABELS PRIOR TO TYPE'S',ONE BEDROOM UNITS WHICH ARE LOCATED ON INSTALLATION. BUILDINGS 8294,8332,8356,8388,&8410 22 NEW CONTINUOUS P.T.2x2 TRIM,ATTACH TO TOP OF BALCONY BEAM,TIGHT AGAINST RAILING SUPPORT POSTS. JOB#: 1407 24 NEW lx EXTERIOR CEDAR TRIM. FLOOR:REPRESENTED WITH A NUMBER.'1'REPRESENTS A FIRST FLOOR 25 NEW 3x8 CEDAR WALL CAP,SLOPE TOP SURFACE TO EACH SIDE;PRIMED;FINISH TO MATCH BUILDING TRIM. PATIO,AND'2'REPRESENTS A SECOND FLOOR BALCONY. STATUS:PERMIT 28 PAINTED,PRE-FINISHED GALVANIZED SHEET METAL FLASHING. PRINTED: 30 CODA ARCHITECTURAL"OPUS 50"STEEL GRATING RAILING PANELS(OR APPROVED SIM).PANELS TO HAVE 1/8"x 1 3/16"VERTICAL BARS SPACED 2 7/16"O.C.,AND 3mm DIA.HORIZONTAL BARS SPACED 5 SUBTYPE:MINOR VARIATIONS REPRESENTED WITH A LOWER CASE LETTER. 5/12/2014 4:41:53 PM 3/16"O.C.;TOP RAIL: 3/16"x2.5"STEEL BANDING w/DOG-EAR BRACKETS @ EA.END;FINISH:HOT DIPPED GALVANIZED&POWDERCOAT FINISH(COLOR:"SIGNAL BLACK"RAL 9004),PROVIDE ALL WELDS& 3.KEYNOTE SCHEDULES CAN BE FOUND ON SHEETS A2.1,A2.2,A2.3,A2.4,A2.6,A2.7,A5.1, - PRE-DRILL ALL HOLES PRIOR TO GALVANIZING AND POWDEROATING. A5.2,A5.3,A5.4&A5.5. 33 2nd LEVEL BALCONY RAILING POSTS(33a:INTERMEDIATE POSTS,33b:RIGHT END POST,33c:LEFT END POST):0.5"x2.5"x49.75"STEEL POST WITH BASE FLANGE PER DRAWINGS.FINISH:HOT DIPPED GALVANIZED&POWDERCOATED(COLOR:TO MATCH STEEL RAILING GRATING PANELS). BALCONIES-TYPE'A' - 35 SLOTTED STEEL SUPPORT ANGLE.FINISH:HOT DIPPED GALVANIZED&POWDERCOATED(COLOR:TO MATCH STEEL RAILING GRATING PANELS);SEE DETAILS ON A5.2&A5.3 FOR SIZES SECTIONS 37 NEW HOLD-DOWNS PER STRUCT. A2 .240 EXISTING EXTERIOR VINYL LAP SIDING w/41/2"REVEAL TO BE REPLACED 41 NEW HARDI PLANK SIDING wl T REVEAL ORIGINAL SHEET SIZE:22"x34" _ 8 6� . s A5.5 . . �� ce G � o mil 9 ... Ts _ EXIST. RAILING ` i ii // DASHED TO BE REMOVED . ` .� ix 1 11 � � ' ^ ` «u�A 11 8ELO��HO�NDASHB} /\ UNEOFBEA�BEL0� xf~=� -- ~w � ' � SEE 5/A2.1 � 16 - 04 / � lip TYPICAL S�JRTORE�.|N 0� :=J s / �� \ �� � � ~ w ii BALCONYNOT� � ^�� ' r- � II | r �� L � �� -- ' `` l ' 1 '/ `� i ^/' B0STGVV|NG�V&LL I |--'-- /// Min NNN 04 ���� U1 ... . BALCONYDECG � ' a � rr SHOWN DASHED TO 1 Vu 0 � 9 u � �: : , WALL ABOVE BALCONY MI / BE REMOVED I I zc zc I .11P71 11111 �=� � � . . ' CC � LINE OF ROOF ABOVE. loisms-A I 0,- i a 04 04 1 - STORAGE . , 1 ROOF TO REMAIN. El i g le, 1 : i„,, , 4.4s0D144% 1"::--7----.4 EXIST.RAILING. =MI 11 I Lig OF SOFFIT ABOVE 1 C,,er t4 SHOWN DASHED -4 STORAGE lel 4 --""--- EXIST.BEAM BELOW SHOWN DASHED. lithi NEW 1'11 DOORS TO BE REPLACED / i ' ----- ---- - 10 i �� M�`���0 &RBL�� ,NEEDElC0ORDNATEv/STRUCT �. / ~ ^ / ^ 14 OF 00\ ^B08TGFULLHBGHTV |NG-WALLBEL0W ^ � ` ^ ^ ' ~ / ROOF TOREMA|N�REPAIR AGNEEDED� \ `` � « 7...:`` ` / � ^ • /` �` ROOFBEAMAB0VE ` /0� ^/8H0WNDASHED J � --4_ _ VIPI —B� = ` v ' ' ` ` -Fr 10�11` ' ` ` M`��/1 ,, PIM ,,If��11� '��N ` ` ` ` � 4�� v z. ~~~~~~~~~~~ __ `^^ ,/^ \` ` / '/ '__00;1 ^` ' /' ` 01 , /' 0�� � ^ 01 // /' NEN ` // 01 ' ��� � E ` // 01 ' ^^ /� �� `` // � � � � � / � / n�o | �^ // . . /^ 111. ^ A2�3 / ��� ` � 0�`` ,/ ��� `� // U.) C]O1 ^ ~� / ��� / ` / _ � ^ `' �� ^ ,`� /^ �� .` /^ ��~ fl ��< uN0� ^ / �� ^ / - NN��! �N�� ��. ,/^ nr ^� /^ 1... .... �� ��| �� •^` // i---- 121... � 1�| �~ •^` ~' 0... �.3 ENLARGED BANY PLAN - TYPE 2b QUANTITY ^ 1 �3 ENLARGED BALCONY DEMO PN - TYPE 2b QUANTITY : 4 < 115- co L SCALE: 1%2"=1-0" U SCALE: 1X2"=1�0" LI- Ili ,4_1:‹1".0 Li- ' w �� � —�� �---' ``^ �JL � � � uy ' D %' ' EX�T|NGGABLE ROOF ._- OVER BALCONY 0' ,o'� ~ � �� � NOTES - 01 -` 1.FIELD VERIFY DIMENSIONS AND EXISTING CONDITIONS. 2.BALCONY NOMENCLATURE:UNIT TYPE,FLOOR,SUBTYPE(EXAMPLE:Ala) Alb11 � vAri ��.�� ����(l�� �� _ _ _ UNIT TYPE:REPRESENTED WITH AN UPPER CASE LETTER.THERE ARE(2) 16' - 5" Ar DWELLING UNIT TYPES: ^~~. SECTION OFPRIVACY WING TYPE YY.TWO-BEDROOM UNITS WHICH HAVE ADEEPER BALCONY AND ' ,vAu' /uocmc/wvvcv ° ~` SHOWNDASHED LARGER -~�~- STOR�GEROO�.LO[�TED0N8U|LD|NGS828G.O284. ^~ 8332,8364,8388&8410;AND u TYPE'B',ONE-BEDROOM UNITS WHICH ARE LOCATED ON NEW PARTIAL HEIGHT WALL BUILDINGS 82Q4.8332'8358.8388 &841O ABOVE 2ND LEVEL BALCONY FLOOR:REPRESENTED WITH ANUMBER.'1'REPRESENTS AFIRST FLOOR WALL EXTENSION TO ~~~t PATIO,AND'2'REPRESENTS A SECOND FLOOR BALCONY. BE REMOVED SUBTYPE:MINOR VARIATIONS REPRESENTED WITH ALOWER CASE LETTER. SHOWN DASHED 12t 3.KEYNOTE SCHEDULES CAN BEFOUND ONSHEETS A2.1,A2.2,A2.3.A2.4'A2.6,A2IA5.i. A5.2,A5.3,A5.4&A5.5. 30 C) OWNER: KEYNOTE DESCRIPTION -- ~ - ANDREWS MANAGEMENT, LLC0 BGDNGEXTERIOR WALLS TOREMAIN.CLADDING 8WRBTOBEREPLACED. ^-^~ ~ '- -- --` w' ^ 8 - w 02 EX|S7G2x4C�GWOOD FRAMED WALL T0REMAIN.REPUCEDAMAGED FRAMING& ari i �« ` 5845 JEAN ROAD ---- ^ SHEATHING ASNEEDED.ADDITIONAL FRAMING&RBNR}RC|NG PER STRUCT. Ff LAKE lSVEGl. OR~= A 33 03 EXIST'G CONC.SLAB ON GRADE BELOW TO REMAIN -� 978�5 04 EX|3TGROOF LINE ABOVE GHOVVNDASHED. 00�N/ ^^^ ` 11 -- �^ 11 NEW 2ND LEVEL BALCONY PIBEAM PER STRUCT.BEAM:Gx1U; �@�Um�` ��----'` 12 PRESGURETREATMENT:AVVPAUSE LEVEL UC3B ~`~ ISSUE ~��. _ 12 NBN�8PRESSURETREATEDDECKJ0STS.GFACED1%"0.C.U.O.N. `. PE0W|T:O5/13d4 15 NEW P.T.4x6 POST PER STRUCT.TO SUPPORT BALCONY BEAM ABOVE. 16 NEW FULL-HEIGHT DOUBLE 2x6 GANGED STUD POST PER STRUCT. 20 NEW 1x6 COMPOSITE DECKING(TREX LATITUDES CAPTIVA DECKING OR APPROVED SIM)w/CONCEALED FASTENERS.COLOR&TEXTURE T.B.D.;PROVIDE OPTIONS TO OWNER FOR SELECTION. 21 NEW 1x4(1.O"x3.5"NOMINAL)COMPOSITE DECKING TOP RAIL(TREX OR APPROVED / EXIST.STEEL STAIR SIM.);COLOR TO MATCH BALCONY DECKING;TEXTURE TO BE SMOOTH;REMOVE ALL BEYOND TO REMAIN STICKERS&LABELS PRIOR TO INSTALLATION. 22 NEW CONTINUOUS PT.2x2 TRIM.ATTACH TO TOP OF BALCONY BEAM,TIGHT AGAINST STAIR LANDING SUPPORT BEAM RAILING SUPPORT POSTS. BEYOND SHOWN DASHED 24 NEW lx EXTERIOR CEDARTRIM. 01 25 NEW 3x8 CEDAR WALL CAP,SLOPE TOP SURFACE TO EACH SIDE;PRIMED;FINISH TO MATCH BUILDING TRIM. 02 28 PAINTED,PRE-FINISHED GALVANIZED SHEET METAL FLASHING. . 24 30 CODA ARCHITECTURAL"OPUS 50"STEEL GRATING RAILING APPROVED S|M).PANELS TOHAVE 10"x1388^VERTICAL BARS SPACED 23UO"O.C,AND 3mmDIA. HORIZONTAL BARS SPACED 53M8"0.0.;TOP RAIL: 3/18^x2.5"STEEL BANDING wy DOG-EAR BRACKETS @ EA.END;FINISH:HOT DIPPED GALVANIZED&POWDERCOAT ��� JOB#' 14O7 F|N|8H(COUOR�^S|�NALBLACK"R�L0OO4).PROV|DEALLVVELDS&PRE'DR|LLALL ^�` � -- -- -- ' HOLESPR0RT0gALVAN|Z|NGANDP0VVDEROAT|NG '--- " ° -- � ~`~~ STATUS/PERMIT 33 2nd LEVEL BALCONY RAILING POSTS(33a:INTERMEDIATE POSTS,33b:RIGHT END � ': 0 | I I | | I I | I i� � — ^ ' ' ' ��-� ' ' - PRINTED POST)POST,33u:LEFT END �&5��5�4O76 STEELP0STVV�HBASEFLANGEPER | ---- | |----| |--- ' ' > | / | | 5�2�O44�2�3RN DRAWINGS.RN��H:HOT 0PPEDGAU/AN�ED&P0VVDERCOATED(COLOR:TOMATCH ! =''^ . . . . . / STEEL R4UNGGRATING PANELS\ ''� �| | ---- I , ---^ ''^ ' _i_ - ' 35 SLOTTED STEEL SUPPORT ANGLE �NKSH:HOT 0PPEDGALVAN�ED& ^� ` ~� - ----| |---'| | |----| | | | ' | | | | | | | | GRATINGP0WDERCOATED(COLOR:TOMATCH STEEL R�L�GPANE���GEEDETALS �'"^ -'' ' � / / / / / / / • | | | . . , | | . . | | � � � | | ---� | | | | | | | BALCON�S-TYPE Y2h ONA5�&A5�FOR S�ES ---- | | ---- | | | - | | | | | | � � � 1 1 | | � � | | | | | | | . 37 NEW HOL�DOWNSPER STRUCT �/ / ' | | | / ' / / | | |----| | |�-�| | |' / | | | | | | / / '---/ / /----/ / | |- -� 40 EX�TNGEXTER0RNNYLLAPS|0N8v/41C�REVEAL TOBEREPLACED / / / / / / / / / / / / / / / / / / / / / / ' / ' / / / / / / / 41 NEW NARDI PLANK SIDING w/7"REVEAL A4211.3� BALCONY 2b SECTION FACING WING L 2 .3 w�» SCALE: 1C2"=i'-0" ORIGINAL SHEET SIZE:2Z"x34" I. . ., 0 , . . a, Ali Aft NOTE:WING WALL&PATIO EXISTING 6"STEMWALL ON NOTE:WING WALL&PATIO EXTEND BEYOND STORAGE EXISTING 8"STEMWALL ON 6"x12"FOUNDATION @ BALCONY EXTEND BEYOND STORAGE . d A2.5 A2.5 ROOM WALL @ BALCONIES B2c. 8"x15"FOUNDATION @ WING WALLS PER ORIGINAL ROOM WALL @ BALCONIES B2c. EXTERIOR STORAGE ROOM CONSTRUCTION DOCUMENTS. e . WALLS PER ORIGINAL VERIFY FOUNDATION EXISTS. ' u o -1 , CONSTRUCTION DOCUMENTS. -1 - r -I- -I VERIFY FOUNDATION EXISTS. r -r -, =% i 15 03- \ t i i i i Lo i 1 1 1 i ._ ...0, 03 1 rt -I-I r —! 7 Lgj P, 7 \\14\\\'',1 livr av rx_\.\\_,It\\\v /\ a /\ a . ...._. ... . ...„. u.. -0' 4" 15 Lit--;-::- -I \ ± (ELEV.VARIES, ce 0 - 1--- —I \ , -0.-4" CC D u 0 1— i r - - -1 FIELD VERIFY) E 16 UP r - - -1 1 ID CI VARIES, cc EXISTING STAIR TO REMAIN. ' LW 6 4-) 0 Li) u GENERAL NOTES :..ii 02 h. •..- 0 1\\, FIELD VERIFY) LL.J1 LOCATION OF STAIR VARIES. STAIR NOT LOCATED L 0 ..t. 5 Z 0 \1 o ADJACENT TO BALCONY AT e=% NEW 36"x6-8" 1- EXISTING STAIR TO IREMAIN. , I- 1.FIELD VERIFY DIMENSIONS AND EXISTING CONDITIONS, -.rs. HOLLOW METAL DOOR co Lu LOCATION OF STAIR VARIES. \\ u) ALL BALCONY LOCATIONS. ' \ Lu \ 0_ \ 0_ @ STORAGE ROOMS o STAIR NOT LOCATED 1,16,••• EXISTING STORAGE o _1 EXISTING TUBE SEEL STRINGER \ \\ DOORS TO co OF STAIR TO REMAIN. ‘. 40111e, 2.BALCONY NOMENCLATURE:UNIT TYPE,FLOOR,SUBTYPE(EXAMPLE:Ala) 6114 -J cn cAl ADJACENT TO BALCONY AT ALL BALCONY LOCATIONS. • N \ .,,\ BE REPLACED U) h... . - UNIT TYPE:REPRESENTED WITH AN UPPER CASE LETTER.THERE ARE(2) ta co \\ ,- >> EXISTING PATIO CN.," ‘04 , RAN NAM 531, DWELLING UNIT TYPES: fill EXISTING TUBE SEEL STRINGER OF STAIR TO REMAIN. bk. DOORS TO REMAIN TYPE'A',TWO-BEDROOM UNITS WHICH HAVE A DEEPER BALCONY AND -___ _L. nal‘ _I L 0_,-- , o , Aft, LARGER STORAGE ROOM,LOCATED ON BUILDINGS 8286,8294, _a . _Li _L J L 8332,8364,8388&M10;AND le! M t) - pi_ .., ...r.: cm ----- _ NEM11_ rryrtioft 1 vm my, itdovv$ yew , __TIFF fi----4 I vitymvi 41, ifiratt Ar 1 vpipup 5 11 implimem.virowitrem T. m ---li -- - - 11rIoN . . .i ...„.11 \/ 7410F00 TYPE'B',ONE-BEDROOM UNITS WHICH ARE LOCATED ON ,...-__ BUILDINGS 8294,8332,8356,8388,8,8410 1, I ,777,0 , -.ar S''''' ,.,,.,,,,,, I: 2 1 I: ' —I FLOOR:REPRESENTED WITH A NUMBER.'1'REPRESENTS A FIRST FLOOR 01 A2.5 A2.5 01 , . I 01 01 1* I PATIO,AND'2'REPRESENTS A SECOND FLOOR BALCONY. SUBTYPE:MINOR VARIATIONS REPRESENTED WITH A LOWER CASE LETTER. 3,KEYNOTE SCHEDULES CAN BE FOUND ON SHEETS A2.1,A2.2,A2.3,A2.4,A2.6,A2.7,A5.1, A5.2,A5.3,A5.4&A5.5. A; ENLARGED PATIO PLAN - TYPE Bla QUANTITY : 18 A21.4 ENLARGED PATIO DEMO PLAN - TYPE Bla QUANTITY : 18 £.i SCALE: 1/2"=I-0" I SCALE: 1/2"=1-0" Lt CO 0 CS BALCONY PLAN LEGEND 2 Alik 1.--- CC 6 EXIST.HALF WALL RAILING CL II-1: A2.5 A2.5 TO BE REMOVED w Lu NEW WALL 4'-0" 11'-9" 4'-0" ii'-9" / / \ - _ILUI)-1 / / 1 / 11 BELOW SHOWN (F.O.SHEATHING TO F.O.SHEATHING) 12 (TYP.) EXISTING WALL TO REMAIN DASHED(TYP.) I I 11 (TYP.) LINE OF BEAM BELOW ILI U-11— LL. \ 04 30 (TYP.) 04 TO BE REMOVED 33 (TYR33) 33 r 1 W c) , 7 I _ .\\-\\\\\\ EXISTING WALL TO REMAIN,REPLACE/REPAIR FRAMING&SHEATHING AS REQ'D. , \ L ' 1 EXISTING PRIVACY D c'c'cl.:7) '4111 IN N NOH \\I Ili r --41 SECOND FLOOR TO BE REMOVED. EXISTING WALL TO BE REMOVED \ STORAGE IS Lill \\I IL; i STORAGE •EXISTING 2x4 DECKIN_G______„, 1 i M'it III 7 ig 1 103N t P- \ - _ 02A \ Zo I 02 LU s-, NEW H.M.28"x80" STORAGE ROOM DOOR • ,... , EXISTING STORAGE ROOM . KEYNOTE SCHEDULE / \ ,,, , ' ..., 1.1.T., ifig-- •-/ N ,ss \ ,,,...__ ___ le ' l_ i •,,,,, 5> EXISTING PATIO \'‘ < ' ' i li EXISTING ROOF 0.-- DOORS TO REMAIN ,•''' EXISTING ROOF .3'' . , ss o,- - - -- • -- „ .. . . . _....... --• - BEAM ABOVE 7 , KEYNOTE DESCRIPTION \-.7i. 1 \s'm • - hk:' BEAM ABOVE ..--:.. . TO REMAIN. -m-•,. TO REMAIN. . .41 01 EXISTING EXTERIOR WALLS TO REMAIN.CLADDING&WRB TO BE REPLACED. MIMI" 1,1 -TigrwhylrAi ariawlgoAltiro-ill c:1---, —111,mydrAtteirrifi Atilinirni3Oriticli -617.771N77777KatAp Ct 02 EXIST'G 2x4/2x6 WOOD FRAMED WALL TO REMAIN.REPLACE DAMAGED FRAMING& ' SHEATHING AS NEEDED.ADDITIONAL FRAMING&REINFORCING PER STRUCT. ‘\NN ,=:__ .' P.,- NN, ,,,, ,,, ' I, Ct 03 EXIST'G CONC.SLAB ON GRADE BELOW TO REMAIN / , '-, 04 EXIST'G ROOF LINE ABOVE SHOWN DASHED. 01 2 AI ,'''' , , „ '-, 01 „'" s„ 11 NEW 2ND LEVEL BALCONY P.T.BEAM PER STRUCT..BEAM:6x10; \ A2.5 A2.5 ,'' 01 V 1I-4-111q \,‘ ' ''' 01 V Wm or, PRESSURE-TREATMENT:AWPA USE LEVEL UC3B s‘ / ' ',, 12 NEW 2x8 PRESSURE TREATED DECK JOISTS,SPACED 12"O.C.U.O.N. (1.0) 15 NEW P.T.4x6 POST PER STRUCT.TO SUPPORT BALCONY BEAM ABOVE. 16 NEW FULL-HEIGHT DOUBLE 2x6 GANGED STUD POST PER STRUCT. 20 NEW 1x6 COMPOSITE DECKING(TREX LATITUDES CAPTIVA DECKING OR APPROVED AA2A ENLARGED BALCONY PLAN - TYPE B2a QUANTITY : 5 Ae42.4 ENLARGED BALCONY DEMO PLAN - TYPE B2a QUANTITY : 5 slm)w/CONCEALED FASTENERS.COLOR&TEXTURE T.B.D.;PROVIDE OPTIONS TO OWNER FOR SELECTION. 'T SCALE: 1/2"=1-0" V SCALE: 1/2"=1-0" OWNER: 21 NEW 1x4(1.0"x3.5"NOMINAL)COMPOSITE DECKING TOP RAIL(TREX OR APPROVED SIM.);COLOR TO MATCH BALCONY DECKING;TEXTURE TO BE SMOOTH;REMOVE ALL ANDREWS STICKERS&LABELS PRIOR TO INSTALLATION. MANAGEMENT, LLC 22 NEW CONTINUOUS P.T.2x2 TRIM.ATTACH TO TOP OF BALCONY BEAM,TIGHT AGAINST 5845 JEAN ROAD RAILING SUPPORT POSTS. EXIST.HALF WALL RAILING LAKE OSWEGO, OR 24 NEW lx EXTERIOR CEDAR TRIM. TO BE REMOVED 97035 25 NEW 3x8 CEDAR WALL CAP,SLOPE TOP SURFACE TO EACH SIDE;PRIMED;FINISH TO 4'-0" 11'..9" MATCH BUILDING TRIM, / / \\\\ / 28 PAINTED,PRE-FINISHED GALVANIZED SHEET METAL FLASHING. ISSUE DATES: 11 BELOW 30 CODA ARCHITECTURAL"OPUS 50"STEEL GRATING RAILING PANELS(OR APPROVED SHOWN DASHED 1 3 PERMIT:05/13/14 SIM).PANELS TO HAVE 1/8"x 1 3/16"VERTICAL BARS SPACED 2 7/16"O.C.,AND 3mm DIA. LINE OF BEAM BELOW HORIZONTAL BARS SPACED 5 3/16"O.C.;TOP RAIL: 3/16"x2.5"STEEL BANDING w/ A2.5 SEE TYPICAL 04 \ 04 TO BE REMOVED 04 DOG-EAR BRACKETS @ EA.END;FINISH:HOT DIPPED GALVANIZED&POWDERCOAT BALCONY& / 04 r - - -I FINISH(COLOR:"SIGNAL BLACK"RAL 9004).PROVIDE ALL WELDS&PRE-DRILL ALL RAILING NOTES HOLES PRIOR TO GALVANIZING AND POWDEROATING. r -1 ON 5/A2.4 r 1 ..L- -, 1 ./- 33 1 I I 33 2nd LEVEL BALCONY RAILING POSTS(33a:INTERMEDIATE POSTS,33b:RIGHT END I POST,33c:LEFT END POST):0.5x2.5x49.75"STEEL POST WITH BASE FLANGE PER ' t' If ! _ \\VK\\\/(1\1\ Ktti FANophymbilmomegi DRAWINGS.FINISH:HOT DIPPED GALVANIZED&POWDERCOATED(COLOR:TO MATCH -_--- . IE- --':' STEEL RAILING GRATING PANELS). `lik - - - 41 ! • \- EXISTING ROOF 35 SLOTTED STEEL SUPPORT ANGLE.FINISH:HOT DIPPED GALVANIZED& \ STORAGE 1 1 . — ' \— EXISTING ROOF STORAGE ,L NI EXISTING 2x4 DECKIN i POWDERCOATED(COLOR:TO MATCH STEEL RAILING GRATING PANELS);SEE DETAILS ROOM . , 04 .m.., _ I BEAM ABOVE 04 BEAM ABOVE ON A5.2&A5.3 FOR SIZES 11 Ji- - - - . . - „ • • .. ._ 1 ' _i_ TO REMAIN. 1 . .. r L --i- R ; . TO REMAIN. 37 NEW HOLD-DOWNS PER STRUCT. r \ 1 1 02 I Fr:* '-- 1 1 40 EXISTING EXTERIOR VINYL LAP SIDING w/4 1/2"REVEAL TO BE REPLACED N 1 I .-=:-,.. aszi. .-..:-.411 I \ I 02 41 NEW NARDI PLANK SIDING w/7"REVEAL \\, 1 1 l... . 1 I 1 1 I \\ 1,,,k, L \ \\ NEW H.M.28x80" STORAGE ROOM DOOR - 20 V' 4.-- / / ') __I . .... l . \\ EXISTING STORAGE ROOM - \\ vo.--."-e---- DOORS TO BE REPLACED 1 1 \ • • .... .,---/ — ., / • • \ \ N.N. / \ EXISTING PATIO IL ' / //\\ JOB#: 1407 \ . \ \ -- - - - - , , / . u_ " >) Pi: ,/ \ ... . o• . 04 ., • . . _ CD,,,.. _DOORS TO REMAIN , , ___,„,,.. __ i 04 • , / \ STATUS:PERMIT \ -- go 41. . IL '. ..-*I. ez=i . \ ...__ ..-- TPRINTED: 41 ,Mil (,) ifMr, IPIPM )ItftWIPIP ,10 0 MtliPr M4VI .4. . . _ _ _ _t_il 1----'1.40t. . . . .42. _ _ _ _%an. .7.1".4.1.4. . _ . _ YA- i _ _ . 1111.4. . VA_•AW 5/12/2014 4:46:05 PM 1.--;-.- _ - \ / . 01 . ' AM .\ \ \ 01 . 01 01 \ / lk is , BALCONIES-TYPE"B' _ I A2.5 A2.4 A24. ENLARGED BALCONY PLAN - TYPE B2b QUANTITY : 8 Ag24 ENLARGED BALCONY DEMO PLAN - TYPE B2b QUANTITY : 8 U SCALE: 1/2"=I-0" V SCALE: 1/2"=1-0" ORIGINAL SHEET SIZE:22"x34" /i E 01 L o p . N i ti 0 M t' .t. .<(' 1.<iA1,f. ,< ' . .' ' _.','..e.i4 , ' .i 1W...i.�,2i'.i.11--z Y. 11�..1.1.1.1..i.)„.1,1.1.1,.1.'.,.I.l.tt,.ti:.. It l�. '. 0 i,� . ® A L f tJ i1Il1 ►i N ail J'�� n d EXISTING GABLE 1!� ® g Z i Ki01 I EXISTING GABLE ; i , A�;+I ROOF OVER BALCONY I �� ROOF OVER BALCONY a EXISTING ROOF BEAM _ BEYOND(SHOWN ' II !� - 01 n; Z o �� DASHED}TO REMAIN. 01 Ivo --1011 #.1' 114 Aii-----.1 _�►��» B.O. ROOF A5.2 I ♦ �� ••- ♦ W �n ih AI_I/S..E� B.O. ROOF PAsA I� it._,�ir� .��� _AllIM.'1Y•�:��__ i : / _ — B.O. ROOF FT .vvvik • r —�J r,,. 16' - 5” r • 16, _ 5„ III 1 � I 16, _5„ — !� / telt !T / i:. raj L o z EXIST.STORAGE UNITS u I IIr�. SHEET METAL SOFFIT + ��� Skil SHEET METAL SOFFIT '''� BEYOND TO REMAIN.SIDING / ►r1 i a� =""' {'-, ��� &WRB TO BE REPLACED. / LA ( ROOF BEYOND • EXIST.STORAGE UNITS N •\ REPAIR/REPLACE FRAMING& \ ROOF BEAM BEYOND `•\ BEYOND TO REMAIN. SECTION OF PRIVACY WING SHEATHING AS NEEDED. SIDING&WRB TO BE WALL TO BE REMOVED SHOWN DASHED •• REPLACED. SHOWN DASHED • • REPAIR/REPLACE FRAMING ,. .. • EXIST.WING WALL BEYOND • NEW PARTIAL HEIGHT WALL • TO REMAIN.SIDING&WRB 11,1 \ `- &SHEATHING AS NEEDED. ABOVE 2ND LEVEL BALCONY ` TO BE REPLACED. ir� frtmiturrim • • REPAIR/REPLACE FRAMING ` WALL EXTENSION TO• ' ` &SHEATHING AS NEEDED. • BE REMOVED d, NEW.28"x72"H.M. BALCONY NEW.28"x80"H.M. SHOWN DASHED POONA a" N STORAGE ROOM, – 9- 7 _ WALLS(SHOWN r – – STORAGE ROOM ; – – WALL EXTENSION TO \ f— – X43 DOOR \; EXISTING BALCONY DASHED)TO DOOR / `�' WALLS TO BE REMOVED I I BE REMOVED BE REMOVED OF , / SHOWN DASHED / SHOWN DASHED r' I 30 -- / .-» 30 / 30 0' // 20 IIl /' 20 33 ' 33IM 1_ r LEVEL 2 1 LEVEL 2 - 1 33 LEVEL 2 _ 8 8 Ily lip v-1 8 8 -40114 / Ai. pli ilt4 i _ _41111•11=1110 (x. w ____..,w._....--=.1 -....,., (N, _z_zz." NVIIIMMIIIMEMEMM\ Ala I _1 33 ------17-7Ak (1") 0 op 1 1 CD / 12 • 12 li 11:0-1 11 1::, IL 111111b - 11 11 Ir-i Hill <C 1 12 •� 12 12 Iui ` 01 a,„, H //' 01 01 '�\ 01 4' 91/4" NEW 36"x80"H.M. NEW 36"x80"H.M. - 24 � (CL OF BEAM TO FACE OF SHEATHING) � STORAGE ROOM BEYOND BEYOND STORAGE ROOM 24 BEYOND w DOOR DOOR Ili ' / 01 02 - \ / •• 02ate. / \ (11) c.) 24 / 24 — •• / cra •\ / oMo 0 `• EXIST.STEEL EXIST.STEEL STAIR BEHIND • STAIR BEHIND .T_-- /` WALL TO REMAIN ` WALL TO REMAIN /' •• „'<:_-_-.: ' / --t- -,. = rY `� LEVEL 1 1 LEVEL 1 1 J LEVEL 1 — f_ 4 - D — _0" r--- 1 -_- , % LLI t _ d- IQ •V �- I I-11- 1_4_„=_ , ,- _ " I i I 7 1 .... ................. 1 1 1 , 1' /' - �'� i I 17 ( 1 t I f •:E - . "C i i 1 -1 1 1 _,• ,. 1I I-_ 1 —� —1_ _ _ _ 1 1 _ 1 r r 1 I= I=_1 1-__= I -_ �- i -I_I--.': <1.A 1 1-1 1 —1 1 1 _I— I " ,_ _ — I 1=1 I �11 I—I I i =11 ISI =II = I I —I I (...9 1 -,::,..,:i.,._ 1 I— II_III— I I —III— 1 � I I1 1 1 1 1_, III=1 1 1= I—I I 1 = 1 — I—I .. — I — 1_ _ �-d�: s _ _ _ :a1 r 7 1 1-1 1 ....=11-111-111-111-11 -. :- Q I — I —I _ I I —I I i I II I 1 — — = 1 = =111 I 1II ` I iI = I-1II1I — {-II I I = tr" 11=1 I __- = _ — I1 j`I I •7 I I_ IIIIII II III III III IIIIII 1= 1 — —I 1 = E =1 11 Ct I I—III I I I—I I I III-11 I—I I I—III—III—III-1 I I— -III iii 1 1 1—III III III III III II II—III—III III III—III—III II IIIII ' I '—' ' ' ' ' ' ' ' ' I I ' ' ' '—' ' '—I I '—' ' '— I BALCONY B2c SECTION BALCONY Bc SECTION BALCONY B2b SECTION BALCONY B2a SECTION BALCONY B2a SECTION Q A2.5 FACING STORAGE A2.5 FACING WING WALL A .5 FACING WING WALL A25 FACING STORAGE A2.5 FACING WING WALL (.....) 5 SCALE: 1/2"=1'-0" 4 SCALE: 1/2"=1'-0" 3 SCALE: 1/2"=1'-0" 2 SCALE: 1/2"=1'-0" 1 SCALE: 1/2"=1'-0" OWNER: ANDREWS MANAGEMENT, LLC 5845 JEAN ROAD EXIST.HALF WALL RAILING LAKE OSWEGO, OR TO BE REMOVED 97035 4'-0" 11'-9" / / 04 / 4'-0" / 11' 9" / 04 / 11 BELOW f / ISSUE DATES: SHOWN DASHED C PERMIT:05/13/14 SEE TYP.BALCONY 04 O 4 Allik ►_�! 04 LINE TO BEOREMOVED BELOWF BEAM &RAILING NOTES 04 A2.5 A2.5 SEE TYP.BALCONY A5.2 r — — EXISTING ROOF ON 5/A2.4 f &RAILING NOTES 1/ '.{� {- I �'. BEAM ABOVE 33 r I ON 5/A2.4 33 I TO REMAIN. —=moi' miummimiimmilm —, 1 .. . , NI �. --- �� _...I.l. _ - k, \\Ig\\\,\/1/4N\ ljEll \\......\- ---11...2._!!!---__ _- --- ---- i 0 4 cr_ tri EXISTING ROOF 3' 3" _ " s-f................................................ -...................................................._ EX{STING ROOF 3 3 ._................._:._._.._,....._,...__............,....._..._- BEAM ABOVE - - - - - - - - BEAM ABOVE ,6111111 E TO REMAIN. �` - - - - - - - _ TO REMAIN. 04 02 I,I ; EXISTING 2x4 DECKING N TO BE REMOVED 02 STORAGE ' ; \ ' .___. - - _ � \ N STORAGE 02 ROOM NEW H.M.28"x72" 20 ROOM ...N. . ;s , \ — EXISTING STORAGE ROOM `� d' STORAGE ROOM DOOR - - - 4. " 1 DOORS TO BE REPLACED - - - - - - - - - , NO SOFFIT alb NOTE:NO ABOVE \ I r _ SOFFIT ABOVE LL # i.,_ -- - - - LL_.z ` JOB#: 1407 -- � � I..,..�f � ........................_,...._,.._._....�_.._.._................................--_.........................,.,...,,._..-„_._...,._................................-__......_.M,_..,..._._..............._.._.................-_ STAT PERMIT I. 9 ill I1 _. 111 "I 1 PRINTED �f � ��1� �� 7����'('�� �� 0�♦�'{��77�7���_ �; "IMO >•��I•, 7�77� '�` h�...".4"."1P'•'►���II� ((f � '`��� le.7.-♦ ( 1�tzi '������IIM PRINTED 4:46:30 PM +� �� 1i►�A/►���►>•e_ril. ���� 1>��y.�����1>►������li�����_1_��tf� a +��1��� _ � _ _ �����!►ill ����/HI _ ����� ������ ��lrr����� >1�1 �A� 1�i1.1_��,���_1►.� .. - AS Ah. ' ' 0 \---'- 01 I:'41' IS \ , 01 01 A2.5 A2.5 01 �,. ►,r. BALCONIES TYPE'B' A2.5 BALCONY B2d QUANTITY . 1 A275 ENLARGED BALCONY PLAN TYPE B2c QUANTITY : 3 A2.5 ENLARGED BALCONY DEMO PLAN TYPE B2c QUANTITY : 3 A2.5 8 SCALE: 1/2"=1'-0" / SCALE: 1/2"=1'-0" 0 SCALE: 1/2"=1'-0" ORIGINAL SHEET SIZE:22"x34" E CD o O u N h } i- 6 ▪ CC 11 T 0 o d /�i i \\ I p i �.I n z 01 ��'� EXISTING PATIO ! 01 �� I ��3 1 u �i' DOORS TO REMAIN ( `�` ►�`;' � ▪ a 11 . I �1- a Sim ►� . m t- -AVIV - - - - - ray - �� r - - ,�1 it+ No Irr -017I - - 'rki�ll+I A5.5 �� WLijF. / ili04 ; `" 411 - - ?~ y u ROOF ABOVE �I u_ IF' mss- -l- ► _ = NEW H.M.28"x80"\ —_ _ _ _ _ ' & ,,, --� -` I STORAGE ROOM DOOR 20-t .Y a v I J 16.. ki094474to STORAGE . 04 / � ' ROOM \ AUSTIN CA r STAIR LANDING BEAM SHOWN _I _ _ DASHED.VERIFY CONDITION& 111 \If \I`�C_S i _ _" REPLACE IF NEEDED. DN- `' L / J Imo= �` " 04 SEE TYP.BALCONY — 1 &RAILING NOTES 11 BELOW ON 5/A2.4 ` SHOWN DASHED LINE OF SLAB BELOW CHECK WALL UP TO ROOF FOR STRUCTURAL DAMAGE. REPLACE STUDS,POSTS& SHEATHING AS NEEDED. 04 W O c I Sc p. EXISTING STAIR& Lu a1 < Lu H RAILING TO REMAIN - LU J LL UNINVI Q I.L. EXISTING ROOFCr) BEAM ABOVE Cl) TO REMAIN. D 0 CHECK ROOF SUPPORT I, WALL FOR STRUCTURAL ": /\ = DAMAGE.REPLACE STUDS& ►; SHEATHING AS NEEDED. ''� I,'` �. : w c_J 1 04 ...„------------4r 0 UP LINE OF SLAB BELOW I Ct I:t A2.6 ENLARGED BALCONY PLAN - TYPE B2e QUANTITY : 1 1 SCALE: 1/2"=1-0" (10) OWNER: GENERAL NOTES ANDREWS MANAGEMENT, LLC KEYNOTE DESCRIPTION 1.FIELD VERIFY DIMENSIONS AND EXISTING CONDITIONS. 5845 JEAN ROAD 01 EXISTING EXTERIOR WALLS TO REMAIN.CLADDING&WRB TO BE REPLACED. LAKE OSWEGO, OR 02 EXIST'G 2x4/2x6 WOOD FRAMED WALL TO REMAIN.REPLACE DAMAGED FRAMING& 2.BALCONY NOMENCLATURE:UNIT TYPE,FLOOR,SUBTYPE(EXAMPLE:Ala) SHEATHING AS NEEDED.ADDITIONAL FRAMING&REINFORCING PER STRUCT. 97035 03 EXIST'G CONC.SLAB ON GRADE BELOW TO REMAIN UNIT TYPE:REPRESENTED WITH AN UPPER CASE LETTER,THERE ARE(2) DWELLING UNIT TYPES: 04 EXIST'G ROOF LINE ABOVE SHOWN DASHED. ISSUE DATES: 11 NEW 2ND LEVEL BALCONY P.T.BEAM PER STRUCT..BEAM:6x10; TYPE'A',TWO-BEDROOM UNITS WHICH HAVE A DEEPER BALCONY AND PERMIT:05113114 PRESSURE-TREATMENT:AWPA USE LEVEL UC3B LARGER STORAGE ROOM,LOCATED ON BUILDINGS 8286,8294, 12 NEW 2x8 PRESSURE TREATED DECK JOISTS,SPACED 12"O.C.U.O.N. 8332,8364,8388&8410;AND 15 NEW P.T.4x6 POST PER STRUCT.TO SUPPORT BALCONY BEAM ABOVE, TYPE'S',ONE BEDROOM UNITS WHICH ARE LOCATED ON 16 NEW FULL-HEIGHT DOUBLE 2x6 GANGED STUD POST PER STRUCT. BUILDINGS 8294,8332,8356,8388,&8410 20 NEW 1x6 COMPOSITE DECKING(TREX LATITUDES CAPTIVA DECKING OR APPROVED SIM)w/CONCEALED FASTENERS.COLOR&TEXTURE T.B.D.;PROVIDE OPTIONS TO FLOOR:REPRESENTED WITH A NUMBER.'1'REPRESENTS A FIRST FLOOR OWNER FOR SELECTION. PATIO,AND'2'REPRESENTS A SECOND FLOOR BALCONY. 21 NEW 1x4(1.0"x3.5"NOMINAL)COMPOSITE DECKING TOP RAIL(TREX OR APPROVED SIM.);COLOR TO MATCH BALCONY DECKING;TEXTURE TO BE SMOOTH;REMOVE ALL SUBTYPE:MINOR VARIATIONS REPRESENTED WITH A LOWER CASE LETTER. STICKERS&LABELS PRIOR TO INSTALLATION. 22 NEW CONTINUOUS P.T.2x2 TRIM.ATTACH TO TOP OF BALCONY BEAM,TIGHT AGAINST 3.KEYNOTE SCHEDULES CAN BE FOUND ON SHEETS A2.1,A2.2,A2.3,A2A,A2.6,A2.7,A5.1, A5.2,A5.3,A5.4&A5.5. RAILING SUPPORT POSTS. 24 NEW 1x EXTERIOR CEDAR TRIM. 25 NEW 3x8 CEDAR WALL CAP,SLOPE TOP SURFACE TO EACH SIDE;PRIMED;FINISH TO MATCH BUILDING TRIM. p 28 PAINTED,PRE-FINISHED GALVANIZED SHEET METAL FLASHING. BALCONY PLAN LEGEND 30 CODA ARCHITECTURAL"OPUS 50"STEEL GRATING RAILING PANELS(OR APPROVED SIM).PANELS TO HAVE 1/8"x 1 3/16"VERTICAL BARS SPACED 2 7/16"O.C.,AND 3mm DIA. HORIZONTAL BARS SPACED 5 3/16"O.C.;TOP RAIL: 3/16"x2.5"STEEL BANDING w/ JOB#: 1407 DOG-EAR BRACKETS @ EA.END;FINISH:HOT DIPPED GALVANIZED&POWDERCOAT NEW WALL STATUS:PERMIT FINISH(COLOR:"SIGNAL BLACK"RAL 9004).PROVIDE ALL WELDS&PRE-DRILL ALL HOLES PRIOR TO GALVANIZING AND POWDEROATING. PRINTED: 33 2nd LEVEL BALCONY RAILING POSTS(33a:INTERMEDIATE POSTS,33b:RIGHT END 5/12/2014 4:47:35 PM POST,33c:LEFT END POST):0.5"x2,5"x49.75"STEEL POST WITH BASE FLANGE PER # EXISTING WALL TO REMAIN DRAWINGS. FINISH:HOT DIPPED GALVANIZED&POWDERCOATED(COLOR:TO MATCH STEEL RAILING GRATING PANELS). 35 SLOTTED STEEL SUPPORT ANGLE.FINISH:HOT DIPPED GALVANIZED& BALCONIES TYPE'B' POWDERCOATED(COLOR:TO MATCH STEEL RAILING GRATING PANELS);SEE DETAILS ��\NNNN` XISFRAMING&ALE TOOTREMAIN, E I REQ D REPLACE/REPAIR ON A5.2&A5.3 FOR SIZES 37 NEW HOLD-DOWNS PER STRUCT. 40 EXISTING EXTERIOR VINYL LAP SIDING w/4 1/2"REVEAL TO BE REPLACED /Q\ ■ 6 41 NEW HARDI PLANK SIDING w/7"REVEAL _ - EXISTING WALL TO BE REMOVED ORIGINAL SHEET SIZE:22"x34" • (fJ i E Q) .rsi . O , 1 • , r— % 'sol T n c U 5 ' V 0 a KEYNOTE DESCRIPTION M 01 EXISTING EXTERIOR WALLS TO REMAIN.CLADDING&WRB TO BE REPLACED. • w 02 EXISTG 2x4/2x6 WOOD FRAMED WALL TO REMAIN.REPLACE DAMAGED FRAMING&SHEATHING AS NEEDED.ADDITIONAL FRAMING&REINFORCING PER STRUCT. r--� c N 03 EXISTG CONC.SLAB ON GRADE BELOW TO REMAIN ca — 04 EXISTG ROOF LINE ABOVE SHOWN DASHED. , auix '" 11 NEW 2ND LEVEL BALCONY P.T.BEAM PER STRUCT..BEAM:6x10;PRESSURE-TREATMENT:AWPA USE LEVEL UC3B z 12 NEW 2x8 PRESSURE TREATED DECK JOISTS,SPACED 12"Q,C.U.Q.N. F ° 15 NEW P.T.4x6 POST PER STRUCT.TO SUPPORT BALCONY BEAM ABOVE. z . u z 16 NEW FULL HEIGHT DOUBLE 2x6 GANGED STUD POST PER STRUCT. a 20 NEW 1x6 COMPOSITE DECKING(TREX LATITUDES CAPTIVA DECKING OR APPROVED SIM)w/CONCEALED FASTENERS.COLOR&TEXTURE T.B,Q.;PROVIDE OPTIONS TO OWNER FOR SELECTION. 21 NEW 1x4(1.0""x3.51"NOMINAL)COMPOSITE DECKING TOP RAIL(TREX OR APPROVED SIM:);COLOR TO MATCH BALCONY DECKING;TEXTURE TO BE SMOOTH;REMOVE ALL STICKERS&LABELS PRIOR TO INSTALLATION. 22 NEW CONTINUOUS P.T.2x2 TRIM.ATTACH TO TOP OF BALCONY BEAM,TIGHT AGAINST RAILING SUPPORT POSTS. ' 24 NEW lx EXTERIOR CEDAR TRIM. t4, 04 25 NEW 3x8 CEDAR WALL CAP,SLOPE TOP SURFACE TO EACH SIDE;PRIMED;FINISH TO MATCH BUILDING TRIM. . , RYAN AMIN in ' 28 PAINTED,PRE-FINISHED GALVANIZED SHEET METAL FLASHING. 30 CODA ARCHITECTURAL"OPUS 501"STEEL GRATING RAILING PANELS(OR APPROVED SIM).PANELS TO HAVE 1/8"x 1 3/16"VERTICAL BARS SPACED 2 7/16"Q.C.,AND 3mm DIA.HORIZONTAL BARS SPACED 5 .,n, PCIMANIAMIX4 3/16"O.C.;TOP RAIL: 3/16"x2.5"STEEL BANDING w/DOG-EAR BRACKETS @ EA.END;FINISH:HOT DIPPED GALVANIZED&POWDERCOAT FINISH(COLOR:"SIGNAL BLACK"RAL 9004).PROVIDE ALL WELDS& �' X43 " PRE-DRILL ALL HOLES PRIOR TO GALVANIZING AND POWDEROATING, F 0161 33 2nd LEVEL BALCONY RAILING POSTS(33a:INTERMEDIATE POSTS,33b:RIGHT END POST,33c:LEFT END POST):0.5"x2.5""x49.75""STEEL POST WITH BASE FLANGE PER DRAWINGS.FINISH:HOT DIPPED GALVANIZED&POWDERCOATED(COLOR:TO MATCH STEEL RAILING GRATING PANELS). 35 SLOTTED STEEL SUPPORT ANGLE.FINISH:HOT DIPPED GALVANIZED&POWDERCOATED(COLOR:TO MATCH STEEL RAILING GRATING PANELS);SEE DETAILS ON A5.2&A5.3 FOR SIZES 37 NEW HOLD-DOWNS PER STRUCT. - i 40 EXISTING EXTERIOR VINYL LAP SIDING w/4 1/2"REVEAL TO BE REPLACED 41 NEW HARDI PLANK SIDING w/71"REVEAL Lri ,; : E 44,1:-. 1....;.!... ..�.... 1 i , . 0 • 1.1...,.... y.. E :LJ ..1 ,..iii:..: :,. s,. T. Nal -- ... 1 : 1 Y I i _?_ I 11 p -4'. .... . ....E .,.....a'_ . ■ ...E,..a.. _ ..:----- ,, ., : : :,._. .1.. 1.,.. (i) 0 :.•• ( 3 ll ! , ... - i.: *t.'11"-f:i "TY-'411- Fill 6 ...- .. t...,E: • Clim. 1— .41 Y '-Allilk t 1.,___j -,).)1 -- ,, _ .!{ ,,. .1 .. .L,..., 1..1,_.y. € A2,2 A2,2 w T-I ' �'" A2,2T-4..,1137,-.1.-„,.. 41. 1..... , ,.1 ..'....�`' ....�.,I '�.' ..4pl... ,.,1 ■,,v y' p , , i. 1 , f , 0::( 1 I; 1_.i... . ' 1.F • : L. , : , ;, ... .,,x.. to ``�-''` 7 ! 7 E , •••• --• .• -1-1...1 I.i -L-1-1-,-1 -1- = j ! i. = fly 1 I.= 1 I. 1 9 i i 1 ' i , , i , __ s 2...:. .F ,;.i... ; f 1. ....f.,. ..,y., .i it i e • i._� Y i _s i f i. I �• i Lu a 7t +i..w_,.,n........,u,.v.._,,,...,..._.v...i......i..i..,...,•l...e.....x.....,.,i..L._ ...1.......,:. ,% _-' i I i >' ! ' E .LI_ ', E : 1--r-1"-'''l' -1- : - i --ri. 1 : : : : r : (f) c) i• i , S , l"'i-"i � i.._--i .. ...-.w+A i.-•�� � 4-0 .1 f / ,�\,� ,r.i,... :..:.,_,.i : - it. i i ; ; ..Yi., IL i . EA' r E i : S rr . t 1 r •., .G, .... ; L >^.... ,u-6.1, ��...I i ,...� :`.. :..�,:..- .1;.,. .,,_ .L ........,.i..... F...:i... „Li..>..........<s.._,..a ' 1_1„ =1 r•••- € •.... ; ..t_... ( Y r..( .......,1, i �. tet.. 1 t^7 _ .................. i i /� a ••r 0 - •�:...�,-.1......i E.....�...:..... :.... l"1...� ...... .....E E kf :..�...., . 1,1 1. II • ,- ,_.;.,i II ( '-• .13....E t __ _ • : . r► Y Lr..r�.�L.. ,......,1„..i _IA ..:1.1--1,1 i.. ,.L. = � _ V•. . . . . .. . . BOROO : : : L. : : : iwtit , , : . , Y ,�. �� u �...L;..y 16' 5” � I ��� � I ...Yi.;....:: ; • Y i '.�.,i.... r to �.... ;.......1-.w.... .... I f—:...3 ....•: "E' ''E ._.-1'. - .....,_.,..i.....:..•........°....�. .. : t ' , i . , a.' .L... ;.. �``I �,i� M �� ESI �'.. l .� �. 1 i .. i i 1.,. 1 r: l' CD, ,II„ „,, 0, CD ..:__,I : : TYLE_Le .t r:.6.1.1-1y Li #i. , , i -....-1 1.( I i 1....L_. 1 1 : _._._ , „ :: ,, Alk ,Ri - - - - - - - . - - - tea:... ,..... ....f E y . . I &I Et ••S' I!, :, 1 Cti 1 C2-.- r 0 I 11 {` i E I_:\ , , 41'. .. .., _ _ : . 2 • 111}r I 1 1 1 A5.4 - - 1 _ 1 __...".._.., . ID 1 � !,1 OWNER: -, LEVEL 2 I ` ! I ,,,_....... _ � �.�.�.-..v,,,......... ,.K�,,...,�.,.�.�.�i �►-,. � ANDREWS 0 0 0 0 © © I I!.IIiTIMIIII1 t i A 1 1 I ili.1LI1 II 14 MANAGEMENT, LLC 0 oo oo © A �I�I I 9 I ........_.... _ __._.._..___.._---.---.__...._._......... _ . �#1 5$45 JEAN ROAD LLAKE OSWEGO, OR - - - - - - - - - - - - - - - - - - - - - �J 7....... �.._r1j'. . •••. .••..• •..•••.••.. i. �� 97035 �w i I ,i ISSUE DATES: i i1: 17 i` PERMIT:05/13/14 P !` . „.1 • < b If :�: •: i E " " •' iI bl! 1 IL ' A5,4 A5 4 ....,,,_ LEVE , ii „,, L 1s, _______ ' ,._..._._ ..,__ . „,„:„....• 1 { I — 1,:a • 1 ( £' ( ( `'' JOB#: 1407 =III-111-1 I I III III III I I 1 III III III III III III III III III III III III III III III III III III = — — t I'_' '� of I I I I I 1 III III III., .. . 6 ill I III II9IIIIIII— ";' — 1 I I— I IT': — STATUS:PERMIT i i—I 1 I—I 1= I =1 I 1 I —I — 11=i 11-1 I —1 =_=11 1=1 =1 I—I 1= 1=1 I I—I i 1= 11=_= I— i =II s _ I = l = I—I I— 11=11 —I 11= — I — i —i I _— I = I = I I-1 I i=1 — :W I —I = I = I I '. . I =1 I PRINTED: _ F 1 --'2-.-=----,: 1I — _ 5/12/2014 10:07:39 PM I I 1-1 1 1—I 11-1 I 1—I 1 1 l 11-1 1=H= -1 1 11-1 1 —111-1 I I 1 = I 1=11 -1 1 —1 I ( 1 1 1 I I 1~—) ( I I 1 I-1 "�, A• 6,'. 1�.�1 li_—I I I-1 I —I I —) I I I I (—I i-1 I I x.. ' c= I a.. ,b .e �- 1 l —I 111 —I I 1 111 I l i I— I I—III— I —I I—I I —I I— I —I I I I I I—I I = 1 II I = 1 I =1 11= I —I I I _I ) I I I I I 1 I —I I — Ir I II I I_I II_ I I l I I I _ I =111=1 1-1 _ _I _ —I = I I —III III III III III III III III III III III III III I III I I III III III III III III III III III III - 1- I I I -I I - I- I -1 I I-I I 1-III--I -1 =1 I I I 1 I —III—I 11 = ( 1=1 I —III—III—III—III— I BALCONY SECTIONS 02 4 2 A2.2 A2.2 A2,2 • A2.7 A2,7 TYPICAL NEW UNIT TYPE 'A' BALCONY ELEVATION A2.7 LONGITUDINAL SECTION @ UNIT TYPE 'A' BALCONY 7 SCALE: 1/2”=1'-0" � 1' SCALE: 1/2"= -0" ORIGINAL SHEET SIZE:22"x34" cO . N N 1--1 I__I a T 6 e r 0 1I 1 I r , e a o Z , v J O a A4 , z O 21 1 35a ,q KEYNOTE SCHEDULEA5.1r___________ \ o ,._ _— _ 33a 33b r KEYNOTE DESCRIPTION \ _ ____ 01 EXISTING EXTERIOR WALLS TO REMAIN.CLADDING&WRB TO BE REPLACED. 30 I I) fit G a o 02 EXIST'G 2x4/2x6 WOOD FRAMED WALL TO REMAIN.REPLACE DAMAGED FRAMING&SHEATHING AS NEEDED.ADDITIONAL FRAMING&REINFORCING PER STRUCT. e 0 LI 03 EXIST'G CONC.SLAB ON GRADE BELOW TO REMAIN _ ` J ,— _`__,— 5 N 04 EXIST'G ROOF LINE ABOVE SHOWN DASHED. 4 \ _e I `, i 4 ' ' 11 NEW 2ND LEVEL BALCONY P.T.BEAM PER STRUCT..BEAM:6x10;PRESSURE-TREATMENT:AWPA USE LEVEL UC3B A5.3 o �_ ® I A5.3 12 NEW 2x8 PRESSURE TREATED DECK JOISTS,SPACED 12"O.C.U.O.N. \ — ./ SIM. 15 NEW P.T.4x6 POST PER STRUCT.TO SUPPORT BALCONY BEAM ABOVE. " — - — ' /' AID ilitclo.,. 16 NEW FULL-HEIGHT DOUBLE 2x6 GANGED STUD POST PER STRUCT. - i t - 1 20 NEW 1x6 COMPOSITE DECKING(TREX LATITUDES CAPTIVA DECKING OR APPROVED SIM)w/CONCEALED FASTENERS.COLOR&TEXTURE T.B.D.;PROVIDE OPTIONS TO OWNER FOR SELECTION. 35a 24 N• RYAN AWN ria 21 NEW 1x4(1.0"x3.5"NOMINAL)COMPOSITE DECKING TOP RAIL(TREX OR APPROVED SIM.);COLOR TO MATCH BALCONY DECKING;TEXTURE TO BE SMOOTH;REMOVE ALL STICKERS&LABELS PRIOR TO _ - - INSTALLATION. 24 @ NEW WALL a _� �--� 22 NEW CONTINUOUS P.T.2x2 TRIM.ATTACH TO TOP OF BALCONY BEAM,TIGHT AGAINST RAILING SUPPORT POSTS. iO€TLAMOREGON 24 NEW 1x EXTERIOR CEDAR TRIM. 33c i, _ _ • 25 NEW 3x8 CEDAR WALL CAP,SLOPE TOP SURFACE TO EACH SIDE;PRIMED;FINISH TO MATCH BUILDING TRIM. OF 0 28 PAINTED,PRE-FINISHED GALVANIZED SHEET METAL FLASHING. 20 • 30 CODA ARCHITECTURAL"OPUS 50"STEEL GRATING RAILING PANELS(OR APPROVED SIM),PANELS TO HAVE 1/8"x 1 3/16"VERTICAL BARS SPACED 2 7/16"O.C.,AND 3mm DIA.HORIZONTAL BARS SPACED 5 . 3/16"O.C.;TOP RAIL: 3/16"x2.5"STEEL BANDING w/DOG-EAR BRACKETS @ EA.END;FINISH:HOT DIPPED GALVANIZED&POWDERCOAT FINISH(COLOR:"SIGNAL BLACK"RAL 9004).PROVIDE ALL WELDS& (q2N ; : }r r PRE-DRILL ALL HOLES PRIOR TO GALVANIZING AND POWDEROATING. EVEL 2 _ - - — - P - - - 33 2nd LEVEL BALCONY RAILING POSTS(33a:INTERMEDIATE POSTS,33b:RIGHT END POST,33c:LEFT END POST):0.5"x2.5"x49.75"STEEL POST WITH BASE FLANGE PER DRAWINGS.FINISH:HOT DIPPED 8' - 8" - GALVANIZED&POWDERCOATED(COLOR:TO MATCH STEEL RAILING GRATING PANELS). I ri r-1 r r r7 r-i t z r r1 I r� 35 SLOTTED STEEL SUPPORT ANGLE.FINISH:HOT DIPPED GALVANIZED&POWDERCOATED(COLOR:TO MATCH STEEL RAILING GRATING PANELS);SEE DETAILS ON A5.2&A5.3 FOR SIZES It it rl n n n n ' n nln n n t It n n n It n n It ® nn nn nn �� ® WI Iu1 Itn ® r� lin nii nn © n 37 NEW HOLD-DOWNS PER STRUCT. 12 SHOWN DASHED 1 �IVI Irl 1 i It Irl I I Ili I rI I Itl Iti III tl 40 EXISTING EXTERIOR VINYL LAP SIDING w/41/2"REVEAL TO BE REPLACED I r ® 1/%1 1/11 1/%1 �r ® uu u I 1/11 � i ru IAl IAl t I it 1/ti ii ti 1/ ti 1/ ti uu ue I/ 41 Iru Ir ti u 41 NEW HARD!PLANK SIDING w!7"REVEAL L - L3 Li LJ Li r_I� L i I r i I L i L i L ii /dr' L - AS (i) c` O 11 C C 3 8114" 1' 11 1!4" il°' 1'-11 1/4" ® 31-81/4" 1 g 112" 112" 112" 1/2"-Ir � w 3-10112" 1 / EQ EQ / A5.1/r W ENSURE CENTER BALCONY JOIST IS 111-5" PERFECTLY CENTERED BETWEEN 1'-0" 1'-0" 1'-0" 1'-0" / / Lll < WING-WALL&STORAGE ROOM WALL. X X -JrX cia) ) 11 I I I •I WALL EXTENDS 3 3 S.S.SCREWS,SPACED 6"O,C. A5'1 BALCONY RAILING ELEVATION c� 33b 30 33a 33a 33c ,/ BEYOND BALCONY @ " " (HOT DIPPED GALVANIZED SCREWS I i I BALCONIES 82c // / WITH PREFINISHED SCREW HEADS t I I I I TO MATCH RAILINGS IS AN SCALE: 1"=1'0" D cr ' ►+ ► 11 - I I „ , „I ;►,4' ACCEPTABLE ALTERNATE.) „ I I 21 0 1 h 71=, \ I I I I I '' -I - ` PRE DRILL TOP RAIL OF PANEL W/ 37 _ �� .I i- , 1/4"DIA HOLES @6"O.C. 37 37 3T ill- 3 .I} ?1"•,-....._ 3/8"x 1 3/4"HEX BOLT CONNECTION w/ 12 / A5.1 - WASHERS BOTH SIDESLini SIM.CONDITION @ BOTTOM OF PANEL. FINISH TO MATCH STEEL RAILINGS 0 I 30 33 NOTE:BALCONY WALL Ct I A5.1 N N 24 @FULL HEIGHT � IS FULL HEIGHT AT i Ir — TYP. RAILING PANEL CONNECTION WALL BEYOND SOME LOCATIONS. 12 .71: ����, �� ,1PrtiP1P4, IIMM ,���V j�ff •,,,,(r - �iy�����������I���������1����!a SCALE: 3"=1'-0"-ar25 r'r _ 41 © ,i 1,11,... 11101 \ 21 c ° A5.4 ► 1/2" __ _' 2.5"TOP RAIL OF PANEL V 33 I CONTINUOUS 2x2 P.T.TRIM, NEW CLADDING it: - A5.1 TYPICAL BALCONY FRAMING RCP I TIGHT TO BACK SIDE OF _� - — - SCREW TOP RAIL FROM 6 SCALE: 1/2"=1'-0" RAILING SUPPORT POSTS, � I _ _� I • BELOW @ MIN.6"O.C. OWNER 20 BEYOND SHOWN DASHED 1� 1/2"x21/2"x41/2"P.T. 1 _ 71 33 ANDREWS FURRING(SHOWN A5.3 • MANAGEMENT, LLC 1 1i2" ,--/,----,.........„7„..,„„,...--- -- - - __..2,.--.,,,,,,,,__ _ .,.-' - - _ DASHED)@ EA.JOIST 3'-81/4" 3'-101/2" 3'-81/4" X11/2" L. --11 It_ _1,[ J 5845 JEAN ROAD _t LAKE OSWEGO, OR PANEL WIDTH / PANEL WIDTH / PANEL WIDTH \ y 11 BEYOND = =1 EN • 97035 Sim 4 � ', rr POWDER COAT EXPOSED PARTS = � N A5.1 i A5.3 �~ ~' f t IOF WASHERS&BOLTS TO `' '� _ ISSUE DATES: 1.0 35a 33b 33a 30 33a 33c ' 35a % �, t MATCH RAILING POSTS F" "' t? PERMIT:05/13/14 J,_ ! t -•— FLANGE ON BOTH ` N t — — \ ;' rr SIDES INTERMEDIATE E.• p _ F r POSTS ONLY _ 22 f 4 r 7---. i 22 A5.3 1/2"'2 \- -2""--' r ,tt it h END OF JOIST = _ 1/4"x 3"x 6 1/2"STEEL FLANGE @ BASE / t r BEYOND ( -� OF EA.POST - ti SEE 12/S7.1 FOR i, 1 1X6 COMPOSITE DECKING 3 N i rt DIMENSIONS - i" _y — - • 1 1/2"x 1/2"x 4"FURRING @ TOP (TREX OR SIM.) cn �;_ SURFACE OF BEAM,ALIGNED WITH EXISTING W/CONCEALED FASTENERS A5.1 = z f,' / tt USE OVERSIZED WASHERS F _`� JOISTS @ EA.JOST LOCATION. UNCONDITIONED ON 2x8 PT JOISTS @12"O.C. -� a En i TO COMPLETELY CONCEAL I_ x: c� 20 STORAGE CLOSET _; �- m r. it 'ti SLOTTED HOLES 28 t M (SIZE VARIES) 4 - C �C� ; - t, �;- — — \ o _ LEVEL 2 ' ,, N W /co % r t i 9/16"x2"SLOTTED I \EXISTING o / t' 1 HOLE FOR BOLTS pip.- _r ((A ,„., ... 0 ' EaStRY rt I Prr _,� __ _ _ I I_ z2JOB#: 1407 _,rt WELD PER . --- V o • STATUS.PERMIT .f •-• � .. ,..,..,. . ..,..� _ 31/2" STRUCTURAL 4 _■ o ' 7tvittyliHr) fff�7�ff�f��I ������(1� f♦I�{I����♦�fil �— It WPM it�♦I�����O.HH1 / A5.4 I ,ii — a' PRINTED: 44 61/2" I ''�'' 12 5/1212014 4:48:28 PM 1 HOLD DOWNS ATTACHED TO / / t 11 JOISTS PER STRUCT. EXISTING APARTMENT UNIT © ii LINE IF LEDGER BEYOND EXISTING 12 1 A5.4EXTERIORL_ ai - — - `I THROUGH BOLTS PER STRUCT, STEEL RAILING DETAILS II WALLS BOTTOM OF 41 BEAM BEYOND A5 . 1 A5.1 TYPICAL BALCONY RAILING PLAN A51 STEEL PLATE CONNECTION A51 TYP" RAILING SECTION PARALLEL TO JOISTS A5511 TYPICAL RAILING SECTION a@ POSTS 7 SCALE: 1/2"=1'-0" 5 SCALE; 6"=1'-0" 3 SCALE: 1 1/2"=1'-0" I SCALE: 1 1/2"=1'-0" ORIGINAL SHEET SIZE:22"x34" c U N 1 1 O al L CZ G `l �, O .9Q o Z Q I– CY Ix J O. J d cotp {/1 Wh- 4 — tel N I U 0 W U H = Z 1a Tr ...: 0;;;e„r.,.,:yAN �7 �qgWr�y�g - ORMAN 46. /6`9N 7,SW JY SW �,. �Jf"R.�i H H i eiPt, lr.0 0. _ I ��III ROOF BEAM BEYOND z I� - W0 33a .0 1.11" C% .5 21 .t •A as w 51/2" w EXTERIOR WALLr4 : \ Ce i; < ic-.5 SHEATHING : ' - - '` 30 : _ — LL iiiii s� F-. iii ,t • Dili _s_ • � I �� IdWEATHER RESISTANT BARRIER • �, '' -. � f , ii �w .�,.. I a; A5.2 (c5.) Cn co » " 0 0 2"MAX. 2"MAX. , " N 6"MAX, '` / i, / ,, T 1/2" " = 9 a e 3"--' " 3" " �' 1/2/ / 3 1/2 2 1/2" 1/2" 3" 2 1/2" 3" 1/2" 21/2" 1/2" 3" 2112" r , I / / 2/ / / / I / / 1/2"x 1" / / (2)PRE-DRILLED 1/4"DIA.HOLES U ce NEN EN N EN ' SLOTTED SPACED 1.5"APART,MAX.2.5" - _ n -n— - n - — 0 •-- n n IIn II n n n EN J HOLE FROM END OF PANEL @ EA.END. I II II I ,I II I II II I �� --' \ :-\ - e \ -- c - \ --- -=- - - - - - .. c \ .. \ \ ' W ~ N 1/2"x1" N �� CV SLOTTEDSECTION PLAN B °� 1/2"x 1" 112"x 1" "3 HOLE �/(EQ T / = _ SLOTTED SLOTTED E E EQ I HOLES HOLES \ W o - — —0 — — i — — IN-8° — — ~ — 3/16"x21/2"PLATE STEEL TOP PRE-DRILLED 1/4"DIA. -I RAILwl21/2"DOG EARED INTERMEDIATE HOLES SPACED r% a v \ BRACKETS @ EA.END. PER PLANS MAX.6"APART,ALTERNATING 1/2"DIA. 1/2"DIA. / / SIDES SPACED 1/2"FROM EDGE. EG-' Di F I EQ HOLE HOLE (2)PRE-DRILLED 1/4"DIA.HOLES SPACED 1.5"APART,MAX.2.5" N N N r FROM END OF PANEL @ EA.END. / 2 7/16" / f = RYAN AUSTIN Via +,� — N N N N r- .- e- r- B TYP. B N N N N N 0_______ \ I ,v v v -6r rN 43I #5r I I EQ EO I En OF 011/4 / 1A - ,� f \ EQ EQ 1/2"x 1" 1/2"x1" I I I SLOTTED SLOTTED 1/2"DIA.HOLE @ ALL HOLE / 3" / HOLE • 3„ / SECTION A CONNECTION FLANGES \ --- \ -8- -=- \ - - \ --- \ -�- \ \-)- \ --- -0- E Q1 Q/ 3/8" E EQ E EQ " E (EQ 3/8" `, 3/8" 0. E EQ 3/$ EQ /��/ N Lc) eA/I 3/8 / M // 3/8"-- kr ch " N W W ° \ \ \ _\ -_F :: - �\ -.. I \�\ - m .: - o �-\ -: �`� \ < VERTICAL GRATING BARS a \ THm N I I <V N I N I N F-. I r.,. j r-- - I ch H 4- CLI :\ ,,, \ \ \ \ II �— \ \N\ I ! \ N\ f \ ' \ \N\ I \ r \ N\ I \ - — SINGLE 3/8"x 61/2" TRIM 3/8"x 7"OF \ Qcn//1 VERTICAL BARWELD 9/16"x 2" " W x 7"PLATE. @ 9/16 x 2 6 1/2" SO THAT BACK SIDE OF SLOTS TYP, SLOTS TYP. LLJ < / / VERTICAL BAR AND HORIZONTAL STEEL RODS `m a PLATE ARE FLUSH. FRONT SIDE FRONT SIDE FRONT SIDE FRONT SIDE FRONT SIDE W - D 33a: UPPER BALCONY POST co + ~ \ \ 33b.• UPPER BALCONY POST 33c: UPPER BALCONY POST 33d: UPPER BALCONY POST 33e■ UPPER BALCONY POST INTERMEDIATE RIGHT SIDE FLANGE LEFT SIDE FLANGE RIGHT SIDE FLANGESPECIFIC 0 @ S C C LEFT SIDE FLANGE B2c BALCONIES & B2e BALCONIES @ B2c BALCONY (SEE SCHEDULE) (SEE SCHEDULE) al 3/16"PLATE STEEL BASE RAIL A5.3 RAILING POST ELEVATIONS TO MATCH DEPTH OF WELDED (.9 GRATE PANELS.21/2"DOG- SCALE: 1 1/2"=1-0" EARED BRACKETS @ EA.END. a W r:t RAILING SCHEDULE NUMBER LEVEL FINISH COLOR LOCATIONS COUNT I 33a 2 GALVANIZED&POWDER COATED BLACK ALL BALCONIES 84 33b 2 " " RIGHT SIDE @ ALL BALCONIES EXCEPT WHERE 33d IS USED 39 0 33c 2 " ^ LEFT SIDE @ ALL BALCONIES EXCEPT WHERE 33e IS USED 41 \ 33d 2 " " RIGHT SIDE OF B2c BALCONIES @ BLDGs 8388 NW CORNER&8332 NE CORNER,AND BALCONY B2e @ BLDG 8410. 3 - \ 1 33e 2 " LEFT SIDE OF B2c BALCONY @ BLDGs 8388 NE CORNER 1 _ `' .. \ \ \ OWNER: ANDREWS MANAGEMENT, LLC NEW DOOR SCHEDULE45 JEAN ROAD A53 STEEL GRATING PANEL ELEVATION LAKE OSWEGO, OR LEVEL LOCATION HEIGHT WIDTH PANEL MATERIAL PANEL FINISH FRAME TYPE FRAME MAT. FRAME FINISH FIRE RATING HARDWARE COMMENTS SCALE: 3"=V-0" 97035 1 STORAGE UNIT @ PATIOS Ala&Bl a 6'-8" 3'-0" H.M. PAINT EXIST.* WD PAINT N.R. SEE BELOW** 2 STORAGE UNIT @ A2a,A2b,B2a,B2b,B2e 6'-8" 2'-4" H.M. PAINT EXIST.* WD PAINT N.R. SEE BELOW** ISSUE DATES: 2 STORAGE UNIT @ B2c&B2d 6'-0" 2'-4" H.M. PAINT EXIST.* WD PAINT N.R. SEE BELOW" PERMIT:05/13/14 *REPLACE DOOR FRAMES IF DAMAGED I .t LINE OF BEAM BELOW ,�_` **REUSE EXIST.HARDWARE IF POSSIBLE&IF IN GOOD CONDITION.COORDINATE LOCKSET FUNCTION WITH PROPERTY MANAGER. SHOWN DASHED l�=__ =� WALL STUDS BEHIND _ _ SUS HIN L - -_k SHOWN DASHED EXTERIOR SIDING .1n`. -'� KEYNOTE DESCRIPTION _ "—It 7 _ 7.51 01 EXISTING EXTERIOR WALLS TO REMAIN.CLADDING&WRB TO BE REPLACED. WALL TRIM TO I aha _ _—_ \a . 02 EXIST'G 2x4/2x6 WOOD FRAMED WALL TO REMAIN.REPLACE DAMAGED FRAMING&SHEATHING AS NEEDED.ADDITIONAL FRAMING&REINFORCING PER STRUCT. LAP OVER SEEL a,�a !_= _ =� a 03 EXISTG CONC.SLAB ON GRADE BELOW TO REMAIN ANGLE CLIP. (2)SDS 0.25"DIA. \a I_ -..= as x2"SCREWS A 1,, _W4'-' aha 04 EXISTG ROOF LINE ABOVE SHOWN DASHED. Sim ti ,+,_ 11 NEW 2ND LEVEL BALCONY P.T.BEAM PER STRUCT..BEAM:6x10;PRESSURE-TREATMENT:AWPA USE LEVEL UC3B 2 r` ff t SELF ADHERI=IIIING a'a, _= i ice_ a,,�a, 12 NEW 2x8 PRESSURE TREATED DECK JOISTS,SPACED 12"O.C.U.O.N. A5.3 a- I - VI MEMBRANE a \a z E o p o (NI ti of rn t :17_ ''i PARTIAL HEIGHT WALL ABOVE 2ND LEVEL BALCONY __ _Fin NEW STORAGE ROOM DOOR I DECKING TO BE REPLACED, o NEW PARTIAL HEIGHT t= .�, EXCEPT WHERE WALL = J a BEDDING SEALANT WALL ABOVE BALCONY @ EXTENDS TOUNDERSIDE = - TYPE'A'UNITS.AT i OF ROOF ABOVE. _y - E ' 6 M VINYL DOOR SWEEP OTHER LOCATIONS, - PATCH AND REPAIR = L. - - PAINTED GALVANIZED SHEET = "' LEVEL 2 EXISTING FULL HEIGHT = I= METAL FLASHING EXISTING WOOD BALCONY $' _ $�� - - I WALL AS REO'D, - - il 15 1" DECKING TO BE REMOVED W DOOR THRESHOLD I.. N ! u20 NNEW COMPOSITE DECKING = ` Gu o.71 ILI" U ® �— � a �28 _ FASTENERS PER STRUCT. 1 AM lei: = s � -� -_EXISTING STORAGE : = EXISTING DECK JOISTS =ROOM JOISTS ., EXISTING 2x8 RIM JOIST = e PP TO BE REMOVED r,_ ■�1Mi■■�1�i■■�1_i■■ T._ = N SEALANTO@ FLASH NGEMBEDED = RYAN AUSTIN el. ■■i•1_■■■itli•■■■it■_■■ BLACK NYLON SPACERS = r - �1M■ EMBEDED IN SEALANT = _ �; LI,:NEW PT.2x8 EXISTING BLOCKING1111111111•1111MIIIMIIIIIIIIM111111111. :::4i.... trfA,■m1 ■■ OVER BALCONY NEW DECKJOIST■■■ 12 ■ ■■:�1�i■■i♦1Mi■■ EXISTING 2x6 TOP ;i- '" u11• ■ i•1�■■■•1Uu■■■t EXTERIOR WALL BEHIND a PLATES.REPLACE IF ANY ■■•1t■■■�11■■■■1,1111■ of , 1 _ If ■■■��■■■r1�■■■r1�■ WING WALL SHOWN DASHED SELF ADHERING SIGNS OF ROT OR a ,_ { E'E FA -11111111111111111111111111=11111111E MEMBRANE MEMBRANE BEHIND ;�_ ' DETERIORATION, _ _ SELF-ADHERING MEMBRANE ■ ■■■if1�■■■� ■■■ =;,1= BEHIND FLASHING,LAP OVER 40 _ �Ii 1 FLASHING LAP ■■�1�■■■r1�■■■ri�i■■ - - - • - OVER WRB BELOW WRB BELOW ■■■•1�■■■it11•■■■�1�Ei B.O. ROOF = ' = ■■■it■li■ram•siimT PAINTED GALVANIZED SHEET ■i•1�■■■iti�i■■i•1Ii■■ 16' - 5'" 41 - = 'I ■■�1•■■■r1!■■■■r_■■ F; . = - .���■�.��..,�.�.��■i. Et.-2---- .1 METAL FLASHING _- - SIDING SHOWN CUT BACK TO =":oss _® _= SHOW WALL FRAMING 41 = - NEW WALL SHEATHING - t .4411.11111.1111 Fa - EXISTING SECTION OF PRIVACY I 'i- t 1 � a 1 1� WALL TO BE REMOVED Ir. =1 III-'= A5.4 STORAGE DR THRESHOLD FRAMED BALCONY A5.4 UPPER BALCONY TO WING WALL CONNECTION AI EXIST. BALCONY TO WIN W U.) r t I NEW WALL TO BEFRAMEDABOVE G ALL CONNECTION oOW LEVEL OF 2ND FLOOR BALCONY 1 CC i Ii SCALE: 3"=1'-0" SCALE: 3"=1'-0" I SCALE: 3"=1'-0" F.." < MB w w CC < ro I LI CANTILEVERED SECTION OF w -I 1 , r\ WING-WALL AT 2ND LEVEL �• - u- BALCONY TO BE REMOVED. NEW STORAGE ROOM DOOR i_ iLifI 'i a LL1 (/) co EXISTING 2x8 JOISTS TO BE • i - 41 113 - I 1 REMOVED REPLACE EXISTING FRAMING AS NEEDED - . 41 co �' 1 1 1 - LEVEL 2 5;'.- - 02 M ' p 2 <l ill, , I BEDDING SEALANT0 11 VINYL DOOR SWEEP -, P.T.SILL PLATE w/SILL SEALER, t . AME MOM .".-t! "71-h,11 REPLACE WHERE SIGNS OF ROT �% E 2 I OR OTHER TYPES OF LEVEL L AL M DETERIORATION ARE PRESENT. \VV t I, EXISTING BALCONY BEAM TO BE BEDDING SEALANT EXISTING STEEL , — - �`- 28 II REMOVED SHOWN DASHED STAIR STRINGER - LLI 1 1STORAGE ROOM z1_ SELF ADHERING MEMBRANE, •„ 20 1 1FOUNDATION WALL _ -t_ BOTH SIDES ..` C:. ii �' LEVEL 1 _ I LEVEL 1 (1•9 =? 11 ' t1 16 0' - 0" �` = 0' - 0" — — p;,,, ' =, — I I A` , <. -I 2$,BOTH SIDES.LAP DRIPEDGE H I cn = OVER SLAB 1 112" n 11 EXISTING CONCRETE w _ t t PATIO SLAB , a : `� EXISTING CONCRETE I Y= xg '. I iH 15 \ > : '- M SIDEWALK,ELEVATION N EXISTING CONCRETE PATIO SLAB `� - NEW HDG JOIST §• A MAY VARY ».b - . 4° ' x •:� . HANGERS PER STRUCT. Ct WW AA S • '.' ';:4 2,4* -, '. ' '. '4 '* . *„' :. \ . , :.. ,x, „ AM NEW 2x8 PT LEDGER t i EXISTING 2x6 WALL STUDS SHOWN ' g s. ;MA �' °° A = A<. q @ A _'` .. % A PER STRUCT. 1 1 v o A a Y °a. '. 'V . A \� Ct I I IN THEIR APPROXIMATE LOCATIONS. a 'Q < ¢A am v. I I REPLACE AS REO'D. A '` . ' _ III A� ` • 8 .. " 4 v 6 %. 11 . M1.. 12 I i EXISTING CONCRETE FOUNDATION A A `� 'kms "� — ° A 4 " ` � - ' , :i (IMO) WALL BENEATH WALL SILL % A s s I A5 G , - 28 H H _ A �' I I . t 1 LEVEL 1 �. ? ° a — E ° - Alli , - ' <. • i . - - OWNER: p` e^'C,. .` aA" ',yR_ :_ s -- • °' illIliIII II III III III III — AANDREWS , - • MANAGEMENT, LLC ' 9 EXISTING FOUNDATION WALL III III III--' . p-` < r • 5845 JEAN ROAD LAKE A5.4 TYP. BALCONY WING-WALL FRAMING A5A STORAGE DOOR THRESHOLD@SLAB A5.4 WING WALL TO SLAB CONNECTION A5.4 TYPICAL DECK LEDGER 97035 WEGO, OR 97035 I V SCALE: 1/2"=1'-0" 8 SCALE: 3"=1'-0" 5 SCALE: 3"=1'-0" "- " - - � SCALE: 3 -i 0 ISSUE DATES: PERMIT:05/13/14 KEYNOTE DESCRIPTION 01 EXISTING EXTERIOR WALLS TO REMAIN.CLADDING&WRB TO BE REPLACED. 02 EXISTG 2x4/2x6 WOOD FRAMED WALL TO REMAIN.REPLACE DAMAGED FRAMING&SHEATHING AS NEEDED.ADDITIONAL FRAMING&REINFORCING PER STRUCT. 03 EXISTG CONC.SLAB ON GRADE BELOW TO REMAIN 04 EXISTG ROOF LINE ABOVE SHOWN DASHED. 11 NEW 2ND LEVEL BALCONY P.T.BEAM PER STRUCT..BEAM:6x10;PRESSURE-TREATMENT:AWPA USE LEVEL UC3B 12 NEW 2x8 PRESSURE TREATED DECK JOISTS,SPACED 12"O.C.U.O.N. 15 NEW P.T.4x6 POST PER STRUCT.TO SUPPORT BALCONY BEAM ABOVE. 16 NEW FULL-HEIGHT DOUBLE 2x6 GANGED STUD POST PER STRUCT. 20 NEW 1x6 COMPOSITE DECKING(TREX LATITUDES CAPTIVA DECKING OR APPROVED SIM)w/CONCEALED FASTENERS.COLOR&TEXTURE T.B.D.;PROVIDE OPTIONS TO OWNER FOR SELECTION. 21 NEW 1x4(1.0"x3.5"NOMINAL)COMPOSITE DECKING TOP RAIL(TREX OR APPROVED SIM.);COLOR TO MATCH BALCONY DECKING;TEXTURE TO BE SMOOTH;REMOVE ALL STICKERS&LABELS PRIOR TO INSTALLATION. JOB#: 1407 22 NEW CONTINUOUS P.T.2x2 TRIM.ATTACH TO TOP OF BALCONY BEAM,TIGHT AGAINST RAILING SUPPORT POSTS. STATUS 24 NEW lx EXTERIOR CEDAR TRIM. :PERMIT 25 NEW 3x8 CEDAR WALL CAP,SLOPE TOP SURFACE TO EACH SIDE;PRIMED;FINISH TO MATCH BUILDING TRIM. PRINTED: 28 PAINTED,PRE-FINISHED GALVANIZED SHEET METAL FLASHING. 5/12/2014 4:49:39 PM 30 CODA ARCHITECTURAL"OPUS 50"STEEL GRATING RAILING PANELS(OR APPROVED SIM).PANELS TO HAVE 1/8"x 1 3/16"VERTICAL BARS SPACED 2 7/16"O.C.,AND 3mm DIA.HORIZONTAL BARS SPACED 5 3/16"O.C.;TOP RAIL: 3/16"x2.5"STEEL BANDING w/DOG-EAR BRACKETS @ EA.END;FINISH:HOT DIPPED GALVANIZED&POWDERCOAT FINISH(COLOR:"SIGNAL BLACK"RAL 9004).PROVIDE ALL WELDS& PRE-DRILL ALL HOLES PRIOR TO GALVANIZING AND POWDEROATING. _ 33 2nd LEVEL BALCONY RAILING POSTS(33a:INTERMEDIATE POSTS,33b:RIGHT END POST,33c:LEFT END POST):0,5"x2,5"x49.75"STEEL POST WITH BASE FLANGE PER DRAWINGS.FINISH:HOT DIPPED BALCONY DETAILS GALVANIZED&POWDERCOATED(COLOR:TO MATCH STEEL RAILING GRATING PANELS). 35 SLOTTED STEEL SUPPORT ANGLE.FINISH:HOT DIPPED GALVANIZED&POWDERCOATED(COLOR:TO MATCH STEEL RAILING GRATING PANELS);SEE DETAILS ON A5.2&A5.3 FOR SIZES A5 .437 NEW HOLD-DOWNS PER STRUCT. 40 EXISTING EXTERIOR VINYL LAP SIDING w/41/2 REVEAL TO BE REPLACED 41 NEW HARDI PLANK SIDING w/7"REVEAL ORIGINAL SHEET SIZE:22"x34" KEYNOTE DESCRIPTION NEW DOWNSPOUT ' t E i I U N I,- ec 0) 01 EXISTING EXTERIOR WALLS TO REMAIN.CLADDING&WRB TO BE REPLACED. NEW CONDUCTOR HEAD, "" "� --� r o � 9 0 " - 02 EXIST'G 2x4/2x6 WOOD FRAMED WALL TO REMAIN.REPLACE DAMAGED FRAMING& CONNECT NEW GUTTER AND n Z SHEATHING AS NEEDED.ADDITIONAL FRAMING&REINFORCING PER STRUCT. DOWNSPOUT FROM ROOF ABOVE Ni _ ' 1 g 03 EXIST'G CONC.SLAB ON GRADE BELOW TO REMAIN 4, \ i _, ,....i ,---t — .,....1 ----, —I 1...., , I • ] I J. GARAGEIROOF 04 EXIST'G ROOF LINE ABOVE SHOWN DASHED. STAIRABOVE A J 11 NEW 2ND LEVEL BALCONY P,T.BEAM PER STRUCT..BEAM:6x10; --- I_ ' ` � -•-• I ---'- " �---L ,, . _- . Z o PRESSURE-TREATMENT:AWPA USE LEVEL UC3B - I ! NEW GUTTER y NEW ROOF CRICKET 12 NEW 2x8 PRESSURE TREATED DECK JOISTS,SPACED 12'O.C.U.O.N. 1, ; = . _ � •<"'•-'-'•'� --" •,r"-•.""^ •t,'-' ;•.._, �__ � � o � 15 NEW P.T.4x6 POST PER STRUCT.TO SUPPORT BALCONY BEAM ABOVE. I - - 1 II % ' t ;., ' I. N 3x2 CEDAR TRIM SHOWN GRAY TO 16 NEW FULL-HEIGHT DOUBLE 2x6 GANGED STUD POST PER STRUCT. - I "' AWAY FROM CORNER I- 1 W N 20 NEW 1x6 COMPOSITE DECKING(TREX LATITUDES CAPTIVA DECKING OR APPROVED 2 411 Sim a - -ti I I OF APARTMENT F SIM)w/CONCEALED FASTENERS.COLOR&TEXTURE T.B.D.;PROVIDE OPTIONS TO STAIR LANDING BEAM 1, A5.5 ...i i--' , .. - BUILDING PROVIDE CRICKET(IF NOT G OWNER FOR SELECTION. 1, "'""' j CURRENTLY PRESENT)TO j - 1 \�� o -I-"' NEW PAINTED SHEET -1 N� I! t ENSURE PROPER = z 21 NEW 1x4(1.0"x3.5"NOMINAL)COMPOSITE DECKING TOP RAIL(TREX OR APPROVED i �'- t METAL FLASHING© DRAINAGE TO EXTERIOR U SIM.);COLOR TO MATCH BALCONY DECKING;TEXTURE TO BE SMOOTH;REMOVE ALL _ I EXTERIOR WALL. I " a n* STICKERS&LABELS PRIOR TO INSTALLATION. 11; I — - - • _� TEND BEYOND ] EX I- 22 NEW CONTINUOUS P.T.2x2 TRIM.ATTACH TO TOP OF BALCONY BEAM,TIGHT AGAINST =i! • • ` WALL MIN.8". RAILING SUPPORT POSTS. STAIR LANDING JOISTSF OF GABLE _ AchAO 13444144 _ 1 : _ _.. APFt : _ € OVEROOR BALCONYi ----24 NEW 1x EXTERIOR CEDAR TRIM. �t \ /�■ .�.��■��■�■��.,� - UNDERSIDE OF 1 I I25 NEW 3X8 CEDAR WALL CAP,SLOPE TOP SURFACE TO EACH SIDE;PRIMED;FINISH TO P.T.FURRING,CUT TO ® = NEW BALCONY itivv.- --ary, ♦ � r I EXTERIOR WALL ABOVE __ a j �■..p■ "��'��`e•'�+�' 8 MIN, ADJACENT ROOF • RYAN NAM fa MATCH BUILDING TRIM. PROFILE,ALIGNED w/ t, �,, JOISTS ABOVE : : ---.::::-.1, `- L__. /..... ' �,r' -�=- • 28 PAINTED,PRE FINISHED GALVANIZED SHEET METAL FLASHING, - _ / I _ 30 CODA ARCHITECTURAL"OPUS 50 STEEL GRATING RAILING PANELS(OR APPROVED ' ' f _ ( Vic. ` _ `:_"' 1-- ' "'° PROVIDE SHEET METAL -- #5743 AT SIM).PANELS TO HAVE 1/8"x 1 3/16"VERTICAL BARS SPACED 2 7/16"O.C.,AND 3mm DIA. i��� �,■,.■.fl■���■�.� s .�. 1 ' HORIZONTAL BARS SPACED 5 3/16"O.C.;TOP RAIL: 3/16"x2.5"STEEL BANDING w/ �� ----- I • DOG-EAR BRACKETS @ EA.END;FINISH:HOT DIPPED GALVANIZED&POWDERCOAT CORRUGATED DECKING "��i'�" � •M�'�• �� �P��•♦�1"t I FLASHING TO DIRECT 1d ' ' Orrilillil 1�f/�_��IVP__a -- --� — WATER RUNOFF AWAY I FINISH(COLOR:"SIGNAL BLACK'RAL 9004).PROVIDE ALL WELDS&PRE-DRILL ALL ABOVE SLATS -l..� e+�� u uu1 ' TII I I I 1 ! ii I FROM EXTERIOR WALL. HOLES PRIOR TO GALVANIZING AND POWDEROATING. ��=�� ��� , ���. II , EXTEND FLASHING UP f= 33 2nd LEVEL BALCONY RAILING POSTS(33a:INTERMEDIATE POSTS,33b:RIGHT END +��11�11� �f�, �i' ► FACE OF WALL MIN.8". POST,33c:LEFT END POST):0.5"x2.5"x49.75"STEEL POST WITH BASE FLANGE PER A EXTERIOR WALLS i DRAWINGS.FINISH:HOT DIPPED GALVANIZED&POWDERCOATED(COLOR:TO MATCH 0" - -41 STEEL RAILING GRATING PANELS). 4 f 0 % <-- 35 SLOTTED STEEL SUPPORT ANGLE.FINISH:HOT DIPPED GALVANIZED& ► A5.5 ► 0 Alll o PAINTED GUTTER - - " • POWDERCOATED(COLOR:TO MATCH STEEL RAILING GRATING PANELS);SEE DETAILSAPP �� p`C t ON A5.2&A5.3 FOR SIZES 5/4x3 CEDAR SLATS , ► w I-1_, 37 NEW HOLD-DOWNS PER STRUCT. ,- o z w EXTERIOR WALLS 40 EXISTING EXTERIOR VINYL LAP SIDING w/4 1/2"REVEAL TO BE REPLACED 2x5 CEDAR TRIM OF APARTMENT NEW CONDUCTOR HEAD 41 NEW HARDI PLANK SIDING w/7"REVEAL ' ' (1) O 0 A5.5 BLDG 8410 ENLARGED RCP NW STAIR LANDING NEW DOWNSPOUT Ill-_I...- 7 SCALE: 1/2"=1'0" - 1 CL WBLDG. 8356 GARAGE ROOFLli • A5.5 PLAN DETAIL @ EXT. WALL A5.5 BLDG. 8410 - ROOF PLAN DETAIL @ SW CORNER UNIT Q ,.- .. f..! 1' SCALE: 3/4 -1 0 SCALE: 3/4 -1 0 IL,` Y iiH W L a. ...,..:�.......i...1...i.. ._ : : t :.._i. : ..1 t :i1.. : .1 i ..i. z.._ i. W c) ri ''' 144'74' _.I_.�..,?,..1F.....-'; L`-i . t 1 `' t EXISTING GUARDRAIL 1 ] f s �, L�I. -1.`: . (... '41 WOOD DECKING LANDING D o° I A% L... 1jts T ''4121<I1•■■■t■i■■■IMlN■■■M11•■■■iiIr■■■I•I�■■ WOOD DECKING @ LANDING 0 , �,1 ... • t...,: y.v..l...;.v. ...�.�......,..t....I.;. ... :t/,.w r ■rr��■■■r1>•■■■I!■��■■■rll•■■■ri v. 3°111.1 = ,1 . 411VIIIIMMIERIMAIMINIMENNIRIal / �1 �� �Ii. .. . I ] r1..v.. .. 1. . i. .. - iiiili11Y , . i � ;�_ . yi ..::. 111 -- i■ ln �imoomi■ ia / �� , T -(IRRIIIIIIIMIUMIIIMMIIIIMIIIIIIIIMIIIIIIIII / lAilL . 1-.'-' .&- -.1.1, .,1 . ,:: ..:.L IVtU . EXISTING FLOORJOISTS1.....,.v.... ! 1... ........li .._L t • I:...,,._. _ 1! .. i_ . . A1 _ -`411♦■ �■ LANDING _I.. .. t i�i1PARS►,i 11�■�II•■■■1111• R000F_ .■..+ ` _ _ EXISTING FLOOR LANDING EXISTING BEAM LANDING, 1$ rJ t p.-].... ._: ....... 4.. .. .1B - REPLACE IF SIGNS OF ROT ( , � 1...l:..L.;..1.......i—....1 •.—t..,..Lt1.....�..fi....''..1. .....I} Ih..._L ]1)....,::�; . .".1..,.L L \bil , ,1 OR DECAY IS EVIDENT i .p.1 < EXISTING ill _ PURLINS ATTACHED TO UNDERSIDE OF 1 -4 PURLINS ATTACHED TO ROOF BEAM mg.' FLOOR JOISTS SPACED 16"Q.C..DEPTH / UNDERSIDED \ Ct \ OF PURLINS VARY TO CREATE SLOPE OF FLOOR JOISTS -- - ----•_-••-•••------------ SPACE16 O.C.,DEPTH OF \ 7 TO EXTERIOR FOR METAL DECKING. PURLINS VARY TO CREATE \ EXISTING EXTERIOR ELit.-q. SLOPE TO EXTERIOR. \ LIGHT FIXTURES �- Et\ EXITING GUTTER& j1 1/2"HOT DIPPED \ DOWNSPOUT GALVANIZED CORRUGATED METAL DECKING,SLOPED \ ` 1 1/2"HOT DIPPED GALVANIZED ' TO EXTERIOR \ -""-"' �`///�/��/� CORRUGATED METAL DECKING, /' EXISTING SUPPORT \ SLOPED TO EXTERIOR11 / 0 POST HAS END GRAIN A P.T.FURRING,CUT TO PROFILE PAINTED SHEET EXPOSED RESULTING • I TO PROVIDE FLAT SURFACE FOR METAL GUTTER IN POTENTIAL / - _ SOFFIT SLATS.LOCATED DETERIORATION. / EXISTING STAIR LANDING. - NEW BALCONY BENEATH EVERY FLOOR JOIST. 1 1/2" 21/2" 1 1/2" 21/2" 1 1/2" 21/2" PAINTED SHEET / VERIFY CONDITION OF 5 METAL FLASHING -'-••• / BEYOND / BEAMS&JOISTS& 5/4x3 CEDAR SOFFIT SLATS A5.5 3X2 CEDAR TRIM REPLACE IF SIGNS OF OWNER / DETERIORATION ARE ANDREWS - - 4G/ EVIDENT. _ EXISTING EXTERIOR BLDG. 8 1f 1 0 - STAIR LANDING 5/4x3 CEDAR SOFFIT MANAGEMENT, LLC _- LIGHT FIXTURES (}�-} (J / A5.5 CROSS SECTION DETAIL A5.5 BLDG 8410 - STAIR LANDING SOFFIT DETAIL BEAM LAKE OSWEGO, OR LEVEL 20111 V ��� 5845 JEAN ROAD __ 2 � _ LEVEL2 � 8' - $" - - Willi A5.5 - - - $� _ $�, SCALE: 3"=1'-0" SCALE: 3"=1'0" 97035 _ - LINE OF BUILDING CORNER 11]:11; :::----.1.4:"' ■__■__■ _■ti.■__■__■__ ____` BEYOND ISSUE DATES; n4 cigi - 14' WOOD DECKING @LANDING PERMIT;05/13/14 EXISTING FLOOR JOISTS @ LANDING 72.�'.<. ►,��' LEVEL 2 t';" NEW SOFFIT @ EXISTING SUPPORT I I'"' - 8' - 8" CORNER POST SHOWN I;;I;: \ UNDERSIDE OF DASHED TO BE REMOVED. —� iim ri EXISTING STAIR I ' \ LANDINGlir ��� �l /�� t! \ ;I,; \ EXISTING EXTERIOR 2x5 CEDAR TRIM i`1: \ _ LIGHT FIXTURES ;;;I;; \ END DAMS @ HIGH END i;l:> \ NEW CORNER POST "�! OF CORRUGATIONS SHOWN GRAY. f;:�: PURLINS ATTACHED TO UNDERSIDE fl: FLOOR JOISTS SPACED 16 0.C.. 1::::11:111 m, / DEPTH OF PURLINS VARY TO I;;, 1 / ° CREATEO SLOPE TO EXTERIOR FOR / ;; 1; METAL DECKING. ii �l r I -�C t { / JOB#: 1407 f I 1 / - 1 1/2"HOT DIPPED GALVANIZED STATUS:PERMIT in' / / CORRUGATED METAL DECKING, rh LEVEL 1 - / --""- '-"""' -"- LEVEL 1 SLOPED TO EXTERIOR PRINTED: __ � _ ,;:>---;-A � ...A otol 5/12/2014 4:49:58 PM ill Ili I I 11 -1 I I I -1 1 1 I I—I I I I P.T.FURRING,CUT TO E FOR TO �~ 1 —III 1 1 _ 1 1 1 _ 1 1 1 1 I I I I— PROFITS FLAT SURFACE BOR MISG.DETAILS _ SOFFIT SLATS.LOCATED BENEATH OOR - : ' I — 11 1 —I —_ -1 1-111- I 11— 1 —1 I — 1 _ EVERYFLARSOF ITSLATS . STAIR LANDING ELEVATION _ _ _ LINE CORNER A5 5 I III—� 11 __111:=111-111-=-111_-_-_-111-1 IIIII II1-11I IIIIIII1-111-111-11_=11 LINE OF BUILDING CORNER BEYOND � A5.5 BUILDING 8286 SE CORNER A5.5 BLDG 8410 SECTION @ NW STAIR LANDING A5.5 BLDG 8410 - STAIR LANDING SOFFIT S. END ORIGINAL SHEET SIZE:22"x34" 9 SCALE: 1/2"=1'-0" 8 SCALE: 1/2"=11-0" V SCALE: 3"=1'-0" o .- ., u DRAWING INDEX GENERAL NOTES , CONT. GENERAL NOTES , CONT. GENERAL NOTES , CONT. , W. a1 50.1 GENERAL NOTES AND SHEET INDEX FASTENING SCHEDULEw CONCRETE ACCESSORIES: EXPANSION ANCHORS SHALL BE SIMPSON STRONG- MINIMUM U.N.O (DETAILS SUPERSEDE) V'. cn S2.1 ENLARGED FRAMING PLANS BOLT (ICC ESR-1771) OR AN EQUIVALENT EXPANSION ANCHOR WITH A CURRENT CONFORMS w/ IBC 2010 TABLE 2304.9.1. SUMMARY OF STRUCTURAL SCOPE: -°' ICC EVALUATION REPORT INDICATING CONFORMANCE WITH ICC ACCEPTANCE REFER TO IBC FOR CONDITIONS NOT SHOWN. _:. � o S2.2 ENLARGED FRAMING PLANS CRITERIA AC193. EPDXY ANCHORS, IF SUBSTITUTED FOR CAST-IN, SHALL BE ciont .s v A307 ALL-THREAD RODS IN PRE-DRILLED HOLES ANCHORED TO CAST CONCRETE CONNECTION FASTENING LOCATION 1. REPLACE DECK RAILING, JOISTS, LEDGER, SUPPORTING BEAM, SUPPORTING w = S3.1 FRAMING ELEVATIONS WITH SIMPSON SET XP ADHESIVE (ICC ESR-2508) OR AN EQUIVALENT EPDXY POSTS, AND DECKING (ALL BLDGS) � o ADHESIVE WITH A CURRENT ICC EVALUATION REPORT INDICATING CONFORMANCE 1. JOIST TO SILL OR GIRDER. 3-8d COMMON (2J "x0.131") 0 oU o S7.1 FRAMING DETAILS WITH ICC ACCEPTANCE CRITERIA AC 308. DO NOT CUT REINFORCEMENT FOR 3-3"x0.131" NAILS TOENAIL _. Q EXPANSION ANCHOR OR EPDXY ANCHOR PLACEMENT. ANCHORS EXPOSED TO 3-3" 14 GAGE STAPLES Z WEATHER SHALL BE GALVANIZED. 2. BRIDGING TO JOIST. 2-8d COMMON (2)�"x0.131") --�..---1 -N� Q< o_ g---% � J -4- � 2-3"x0.131" NAILS TOENAIL EA. END. MATERIALS EMBEDDED IN CONCRETE: CONDUITS, PIPES, SLEEVES, AND FITTINGS 2-3" 14GAGE STAPLES OF ANY MATERIAL NOT HARMFUL TO CONCRETE AND WITHIN LIMITATION OF ACI SECTION 6.3 SHALL BE PERMITTED TO BE EMBEDDED IN CONCRETE WITH 3. 1"x6" SUBFLOOR OR LESS TO 2-8d COMMON (2ND"x0.131") FACE NAIL APPROVAL OF ENGINEER. CONTRACTOR TO SUBMIT FOR APPROVAL DRAWINGS OF EACH JOIST. ALL PROPOSED EMBEDDED CONDUITS, PIPES, SLEEVES, AND FITTINGS PRIOR TO 4. WIDER THAN 1"X6" SUBFLOOR 3-8d COMMON (2rx0.131' FACE NAIL PLACING CONCRETE. SLEEVES, PIPES OR CONDUITS OF ALUMINUM SHALL NOT BE TO EA. JOIST. MADDEN&BAUGHMAN EMBEDDED IN STRUCTURAL CONCRETE UNLESS EFFECTIVELY COATED. CONDUITS . 2" SUBFLOOR TO JOIST OR 2-16d COMMON ( "x0.162") BLIND AND FACE NAIL elNswzndn a RSuitN350 I N c . 5. AND PIPES EMBEDDED IN CONCRETE SHALL NOT BE LARGER IN OUTSIDEGIRDER. Portland,OR 97205 GENERAL \ O T E S DIMENSION THAN 1/3 THE OVERALL THICKNESS OF SLAB. THEY SHALL NOT BE SPACED CLOSER THAN 3 OUTSIDE DIAMETERS OR WIDTHS ON CENTER. THEY te1503.236.7611/fax 503.236.9411 6. SOLE PLATE TO JOIST OR 160 (31�"x0.135') AT 16" oc. nfo@maddenbaughman.com BLOCKING. 3"x0.131" NAILS AT 8" oc. TYPICAL FACE NAIL SHALL NOT IMPAIR SIGNIFICANTLY THE STRENGTH OF THE CONSTRUCTION. 3" 14GAGE STAPLES 0 12"oc. CONCRETE COVER FOR PIPES, CONDUITS, AND FITTINGS SHALL NOT BE LESSp PROF£ CODE REQUIREMENTS: CONFORM TO THE 2010 OREGON STRUCTURAL SPECIALITY THAN 1-1/2 INCHES FOR CONCRETE EXPOSED TO EARTH OR WEATHER, NOR 3 �\S��G I NF d CODE (O.S.S.C.) INCHES FOR CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH SOLE PLATE TO JOIST OR 3-16d (3Id"x0.135") AT 16" �� Q- 19386 F� GROUND. BLOCKING AT BRACED WALL 4-3"x0.131" NAILS AT 16" oc. BRACED WALL PANELS. 1 `^""' a ' 1.0, STRUCTURAL SUMMARY: DESIGN FORCES ARE BASED UPON REQUIREMENTS OF PANEL 4-3" 14GAGE STAPLES PER 16" ,OREGO THE OREGON STRUCTURAL SPECIALITY CODE WITH THE DESIGN LIVE LOADS LISTED �. � BELOW IN ADDITION TO DEAD LOADS: STRUCTURAL STEEL: 7. TOP PLATE TO STUD. 2-16d COMMON (3 xO.162) 22. 3-3"x0.131" NAILS TOENAIL EA. END. �� q 1Lp00 SNOW LOAD: 20 POUNDS PER SQUARE FOOT STEEL SHAPE: GRADE AND YIELD STRENGTH: 3-3" 14GAGE STAPLESEXPIRES 12-31-14 FLOOR: 40 POUNDS PER SQUARE FOOT 8. STUD TO SOLE PLATE. 4-8d COMMON (2 'x0.131") WF ASTM A572 GRADE 50, ASTM A992, GRADE 50 4-3"x0.131" NAILS TOENAIL CHANNELS, PLATES, AND ANGLES ASTM A36 3-3" 14GAGE STAPLES cC WIND: 3 SECOND, 95 MPH EXPOSURE B HSS ASTM A500 GRADE B, Fy = 46 KSI (an ° 2-160 COMMON (3Vx0.162") ci- SEISMIC: SS = 1.0, S1=.340, SEISMIC USE CATEGORY D, R=6.5 » » 1. SPECIFICATION: DESIGN, FABRICATION, AND ERECTION SHALL FOLLOW THE 3-3 0.131 NAILS END NAIL HimQ TEMPORARY CONDITIONS: THE STRUCTURAL CONTRACT DRAWINGS AND "AISC SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF 3-3" 14GAGE STAPLES 0 SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THE DRAWINGS DO NOT STRUCTURAL STEEL FOR BUILDINGS" WITH THE "COMMENTARY" AND "CODE OF 9. DOUBLE STUDS. 16d (3>¢"x0.135") AT 24" oc. 0....INDICATE THE METHOD OF CONSTRUCTION. THE STRUCTURE IS DESIGNED TO BE STANDARD PRACTICE". 3"x0.131" NAILS O 8" oc. FACE NAILW STABLE AS COMPLETED. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN, 2. WELDING SPECIFICATION: WELDING SHALL CONFORM TO THE AMERICAN 3" 14GAGE STAPLES 0 8" oc. ERECTION, AND INSPECTION OF TEMPORARY SHORES, BRACES, ETC. THAT WELDING SOCIETY (AWS) CODES FOR ARC AND GAS WELDING. ALL WELDING 10. DOUBLE TOP PLATES. 160 ( "x0.135" 0 16" oc < 17) SUPPORT THE STRUCTURE AGAINST ALL ANTICIPATED LOADS INCLUDING GRAVITY, SHALL BE PRE-QUALIFIED AND PERFORMED WITH A WELDING PROCEDURE » » w SPECIFICATION (WPS) PER AWS D1.1. 3x0.131 NAIL AT 12" oc. TYP. FACE NAIL J WIND, AND LATERAL EARTH PRESSURES UNTIL THE COMPLETION OF THE 3" 14GAGE STAPLES AT 12" oc. STRUCTURE. 3. ALL WELDERS SHALL BE QUALIFIED BY THE CITY OF PORTLAND. Uri <LL 4. WELD MATERIAL: ALL WELDS SHALL BE MADE WITH E7OXX ELECTRODES AND DOUBLE TOP PLATES. 8-16d COMMON ( "x0.162") a_ TEMPORARY CONSTRUCTION LIVE LOADS SHALL NOT EXCEED THOSE IN THE SHALL BE i6" MINIMUM UNLESS NOTED OTHERWISE. 12-3" 0.131" NAILS LAP SPLICE. DESIGN CRITERIA. 5. ALL EXPOSED STEEL & FASTENERS TO BE HOT DIP GALVANIZED. 12-3" 14GAGE STAPLES W THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND SITE 11. BLOCKING BETWEEN JOIST 3-8d COMMON (2J�xO.131") :::::) CONDITIONS. FIELD ENGINEERED DETAILS THAT DIFFER FROM THOSE DRAWN SAWN LUMBER: SAWN LUMBER SHALL CONFORM TO THE WESTERN WOOD OR RAFTERS TO TOP PLATE. 3-3"x0.131" NAILS TOENAIL w SHALL BE STAMPED BY AN ENGINEER REGISTERED IN THE STATE OF OREGON. PRODUCTS ASSOCIATION GRADING RULES. LUMBER SHALL BE S-DRY WITH 3-3" 14GAGE STAPLES MAXIMUM MOISTURE CONTENT OF 19% TO BE SUBMITTED BY CONTRACTOR. 12. RIM JOIST TO TOP PLATE. 8d (2) "x0.131") AT 6" oc. 0 SPECIAL INSPECTION: THE OWNER SHALL EMPLOY AN ICC CERTIFIED SPECIAL PROTECT STORED WOOD ON SITE FROM MOISTURE. THE SPECIES AND GRADE 3"x0.131" NAIL AT 6" oc. TOENAIL INSPECTOR TO PROVIDE INSPECTION OF ITEMS AS REQUIRED BY IBC SECTION SHALL BE AS NOTED BELOW: 3" 14 GAGE STAPLE AT 6" oc. 1701. 13. TOP PLATES, LAPS AND 2-16d COMMON Wx0.162") DIMENSIONAL LUMBER DOUGLAS FIR-LARCH #2 INTERSECTIONS. 3-3"x0.131» NAILS FACE NAIL PRESSURE TREATED LUMBER HEM FIR #1 3-3" 14GAGE STAPLES WI PRIOR TO FABRICATION SHOE S FOL WITO G: ENGINEER VIA THE ARGNCHITECT NAILING NOT SHOWN SHALL BE AS INDICATED ON FASTENING SCHEDULE. ALL 14. CONTINUOUS HEADER, TWO 16d COMMON (3 "x0.162"') 16" oc. ALONG EDGE. CR REINFORCEFOR THE FOLLOWING: CONCRETE MIX AMDEBEAMS,E, BOLTS AND LAG SCREWS (HAND TIGHTEN) SHALL BE INSTALLED WITH STANDARD PIECES. CONCRETE REINFORCEMENT, STRUCTURAL STEEL, EPDXY, GLULAM BIDDER DESIGNED ITEMS. CUT WASHERS. CUTTING AND NOTCHING OF STUDS SHALL CONFORM TO IBC 15. CEILING JOISTS TO PLATE. 3-8d COMMON (2 "x0.131") 0 CHAPTER 23. ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE 5-3"x0.131" NAILS TOENAIL ALL STRUCTURAL MATERIALS SHALL HAVE CURRENT ICC ENGINEERING REPORTS TREATED. FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE 5-3" 14GAGE STAPLES MANUFACTURED BY SIMPSON STRONG TIE. HANGERS NOT SHOWN SHALL BE 16. CONTINUOUS HEADER TO 4-8d COMMON (2Xi"x0.131"� TOENAIL ALTERATIONS TO THE STRUCTURAL DRAWINGS SHALL BEAR THE STAMP OF AN SIMPSON TOP FLANGE. ALL FASTENERS AND HANGERS EXPOSED TO WEATHER STUD. ENGINEER REGISTERED IN THE STATE OF OREGON. SHALL BE STAINLESS STEEL, OR SHALL BE CONSTRUCTED OF HOT DIP GALVANIZED. 17. CEILING JOISTS, LAPS OVER 3-16d (3J 'x0.162") COMMON1.2 PARTITIONS (SEE SECT. MIN., TABLE 2308.10.4.1 FACE NAIL CONCRETE: ALL PRESSURE TREATED LUMBER TO HAVE PRESERVATIVE CONFORMING w/ AWPA 2308.10.4.1) 4-3"x0.131' NAILS I: REQUIREMENT APPLIED TO ALL CUT SURFACES. 4-3" 14GAGE STAPLES CONCRETE WORK SHALL COMPLY WITH CHAPTER 19 OF THE IBC. CONTRACTOR 18. CEILING JOISTS TO 3-16d (3>¢"x0.162") COMMON SHALL SUBMIT TEST DATA. MINIMUM COMPRESSIVE STRENGTH SHALL BE: PARALLEL RAFTERS (SEE MIN., TABLE 2308.10.4.1 FACE NAIL ENGINEERED COMPOSITE LUMBERS: ENGINEERED COMPOSITE LUMBER SUCH AS SECT. 2308.10.1, TABLE 4-3"x0.131" NAILS f'c = 2,500 PSI AT POLE WATER CEMENT RATIO BY WEIGHT MICROLAM LVL, PARALLAM PSL, AND TIMBERSTRAND SHALL BE OF THE SIZE AND 2308.10.1). 4-3" 14GAGE STAPLES 0 FOUNDATIONS NOT TO EXCEED .50. TYPE SHOWN ON THE DRAWINGS AND BE MANUFACTURED BY I-LEVEL BY WEYEHAEUSER. 19. RAFTER TO PLATE (SEE 3-8d COMMON (2l"x0.131") SECT. 2308.10.1, TABLE 3-3"x0.131" NAILS TOENAIL AIR ENTRAIN 5% FOR CONCRETE EXPOSED TO WEATHER. MINIMUM CEMENT PER 2308.10.1). 3-3" 14GAGE STAPLES CUBIC YARD = 400 LBS. NAIL TABLE: 23. BUILT-UP CORNER STUDS. 160 COMMON (3rx0.162") 24" oc PENNYWEIGHT SHANK DIA. LENGTH 3"x0.131' NAILS 16" oc OWNER: 1. EXISTING CONCRETE SURFACES THAT ARE BONDED TO NEW CONCRETE SHALL 8d 0.131" 2.5" 3" 14GAGE STAPLES 16" oc ANDREWS BE CLEANED AND ROUGHENED TO " AMPLITUDE. 10d 0.148" 3.0 24. BUILT-UP GIRDER AND 20d COM. (4"x0.192') 32" oc FACE NAIL AT TOP MANAGEMENT, LLC 2. SUBMIT TEST DATA FOR CONCRETE MIX DESIGNS 2 WEEKS PRIOR TO 160 0.162" 3.5" BSS 3x0.131 NAIL AT 24" oc AND BOTTOM PLACEMENT. 3" 14GAGE STAPLE AT 24" oc STAGGERED ON 5845 JEAN ROAD 3. USE A WATER-REDUCING ADMIXTURE IN CONFORMANCE WITH ASTM C494. NOTES: OPPOSITE SIDES. LAKE OSWEGO, OR 4. MAX AGGREGATE SIZE = 3/4". MAX SLUMP = 4". 1. NAILS MUST MEET THE REQUIREMENTS IN ASTM F1667. 2-20d COMMON (4"x0.192") 97035 2. USE PRE-BORED HOLES EQUAL TO 70% OF SHANK DIAMETER TO PREVENT 3-3"x0.131" NAILS FACE NAIL AT ENDS REINFORCING STEEL: REINFORCING STEEL SHALL BE GRADE Fy = 60 KSI IN SPLITTING OF WOOD MEMBERS. EDGE AND END DISTANCES SHALL BE3-3" AND AT EACH SPLICE. 14GAGE STAPLES CONFORMANCE WITH ASTM A615, INCLUDING S1. LAP ALL REINFORCING BARS A SUFFIENT TO PREVENT SPLITTING OF THE WOOD. 25 2" PLANKS 160 COMMON {3"x0.162" ISSUE DATES: MINIMUM OF 24" OR AS NOTED. REINFORCING STEEL SHALL HAVE THE 3. TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES WITH THE AT EACH BEARING. 05.13.14-PERMIT SET FOLLOWING CLEARANCES: MEMBER STARTING 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END. 26. COLLAR TIE TO RAFTER. 3-10d COMMON (3"X0.148") 4. NAILS SHALL NOT BE OVER OR UNDER DRIVEN. TOP OF NAIL HEAD TO BE 4-3"x0.131" NAILS FACE NAIL FOOTINGS 3" CLR DRIVEN FLUSH WITH WOOD SURFACE. 4-3" 14GAGE STAPLES SLAB ON GRADE 1" CLR RETAINING WALLS 1 1/2" CLR 27. JACK RAFTER TO HIP. 3-100 COMMON (3"X0,148") PLYWOOD OR OSB SHEATHING: PLYWOOD OR OSB PANELS SHALL CONFORM TO 4-3"x0.131" NAILS TOENAIL THE REQUIREMENTS OF U.S. PRODUCT STANDARD PS 1 FOR CONSTRUCTION. 4-3" 14GAGE STAPLES PANELS SHALL BE APA RATED SHEATHING,- EXPOSURE 1. PLYWOOD INSTALLATION 2-16d COMMON (3>¢"x0.162' ) SHALL BE IN CONFORMANCE WITH APA RECOMMENDATIONS. ALLOW 1/8 INCH 3-3"x0.131" NAILS FACE NAIL SPACING AT ROOF PANEL ENDS AND EDGES, UNLESS OTHERWISE RECOMMENDED 3-3" 14GAGE STAPLES BY THE PANEL MANUFACTURER. 28. ROOF RAFTER TO 2x RIDGE 2-16d COMMON (3 'x0.162") BEAM. 3-3"x0.131" NAILS TOENAIL 3-3" 14GAGE STAPLES 2-16d COMMON (3 "xO.162") 3-3"x0.131" NAILS FACE NAIL 3-3" 14GAGE STAPLES JOB#: a. COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE STATUS: OTHERWISE STATED. PRINTED: m. STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF %6 INCH. GENERAL NOTES& SHEET INDEX so . 1 ORIGINAL SHEET SIZE:22"x34" tE 0 0 r . / o z o U �' e'''-- ^ iii w U ' j w — 4x6 POST —o i . N 4x6 POST (E) SLAB ON GRADE _ U o 2 MI \ / S7.1 VW -�� -4 U o fl lw- z � Q = z U N / J x 2x6 STUD WALL g �, Q o 6x10 PT BEAM BELOW x i MilY MADDEN&BAUGHMAN (E) 2x8 JOISTS 2x8 JOISTS P.T. © 12" oc ENGINEERING , INC . .. 815 SW 2nd Avenue,Suite 350 Portland,OR 97205 tel 503.236.7611/fax 503136.9411 1 info{�maddenbaughman.com S7.1 ,��RED PROFFssi 1" (ci 19386 10O(- �'�` � a'-----, 47:y I ÷ — £ A. R�p EXPIRES 1 2—31-1 4 03 0 —Ai— PIP ci.F--- 0 0 _11 r_ Y r":— .... c`,1_4 „,,, . UNI1 W - \ _ARG - D \ -W I \ ARCID \ FW T BALC O \Y DLA\ — TYI Ata 3ALCO \ Y DLA\ — TYI Al C co 1D co P+ / 1/2” = 1'-0" 1/2" — 1'-0" o0 0 w 0 Ct S7.13 2 Ct S7.1 g I. NOTES: 7,/ 2x6 STUD WALL 6x10 PT BEAM BELOW0 1. D___......-1 INDICATES TREX LATITUDES CAPTIVA DECKING w/ (2) GALVANIZED 16d TOENAILS © 16" oc EACH AT JOIST. SPAN DIRECTION AS INDICATED ON DRAWINGS. 4� 2. Jr Jr INDICATES EXISTING FRAMING ® 2x8 JOISTS P.T. © 12" oc (E) 2x8 JOISTS OWNER: ANDREWS (E) 4x10 PT BEAM 3. RX INDICATES NEW FRAMING MANAGEMENT, LLC BELOW S1 5845 JEAN ROAD 4. CONTRACTOR TO CONDUCT COMPREHENSIVE CONDITION ASSESMENT & NOTIFY ENGINEER OF DAMAGE LAKE OSWEGO, OR D-1 NOT SHOWN ON PLAN. 97035 (E) 2x8 JOISTS ��^ ISSUE DATES: 05.13.14-PERMIT SET E \ LARGED \ EW STATUS STATUS B A L C 0 \Y PLA\ TY _ A 2 o PRINTED: ` 1/2" = 1'—O" ENLARGED FRAMING PLANS S2 . 1 ORIGINAL SHEET SIZE:22"x34" ei E 0 .,.,,,........,.....•,,,,,,,,o O C O O O. o �\ V/ I- tf/ Y W -0, 2 4x6 POST 0 N r rn (E) SLAB ON GRADE ---5 5 08 0 D O 4x6 POST1— o 0 z -J 2 S7.1 3 r- a a I I / 57.1 I g. MI 6x10 PT BEAM B - BELOW 40 MADDENGHMAN ENGINEES RRINNG , INC . 815 SWnd Avenue (E) 2x8 JOISTS 2x8 JOISTS P.T. © 12" oc Portl and,OR 97205'Suite 3so tel 503.236.7611/fax 503136.9411 Hinfo G+maddenbaughman.com 1 1 57.1 S3.1 op PROFFS , , Cv, 19355F.p1 ...-- .60,-- ai/21,Ls. -E- OREGON n � ✓FJG� 22 �991�* EXPIRES 12-31-14 r (/) o Ia_. o w r- w - w 0, w _._ \ LACE3 \ -----W E \ LACE3 \ EW LilL.it- 0 BALCO \Y PLA\ TYE 32b BALCO \Y LA\ — TYPI 31a � � 3 0 1/2" = 1'-0" 1/2" = 1'-0" aro 0 w 0 d 2E NW S7.1 _ r' S7.1 ink rt / 446, 2x6 STUD WALL OliCt i t. 4 , ..0(/// 6x10 PT BEAM \ / 6x10 PT BEAM BELOW - ,0 BELOW `iii' 'e (E) 2x8 JOISTS0 (E) 2x8 JOISTS 2x8 JOISTS P.T. © 12" oc 2x8 JOISTS P.T. ® 12" oc 1 1 D-1 S7.1 D-1 S7.1 �.w.- �"" — OWNER: ANDREWS MANAGEMENT, LLC n n5845 JEAN ROAD + LAKE OSWEGO, OR 97035 ISSUE DATES: 05.13.14•PERMIT SET \ LAGED \ EW E \ LACE3 \ EW BALCO \Y PLA\ — TYDE B2C ALCO \Y LA\ — TYPE 32a GO 1/2- 1'-0" 1/2„ = 1'-0" JOB#: NOTES: STATUS: 1. D-1 INDICATES TREX LATITUDES CAPTIVA DECKING w/ (2) GALVANIZED 16d TOENAILS © 16" oc EACH AT PRINTED: JOIST. SPAN DIRECTION AS INDICATED ON DRAWINGS. 2. jr jr INDICATES EXISTING FRAMING ENLARGED FRAMING PLANS 3. ® INDICATES NEW FRAMING S2 .2 4. CONTRACTOR TO CONDUCT COMPREHENSIVE CONDITION ASSESMENT & NOTIFY ENGINEER OF DAMAGE NOT SHOWN ON PLAN. ORIGINAL SHEET SIZE:22'x34" nn.-A:n Fwv:�:::u^I a a V r LLI In —0) CJ N N h 01 D I— 0 `i 2z z --2 S7.1 iv9 N6 (2) 2x STUDS ¢ �r CONTINUOUS CL TO ROOF 6x10 P.T. BEAM BELOW 2x8 JOISTS P.T. ® 12" oc MADDEN&BAUGHMAN ENGINEERING , INC . 815 SW 2nd Avenue,Suite 350 Portland,OR 97205 tel 503.236.7611/fax 503.236.941 I 1 info©maddenbaughman.com D-1 57.1 ��REO PROF( E (.(2- 19386 FeILE" OREGON vetifi 2 A2:404 EXPIRES 12-31-14 1 Q D-11 U' S7.1 as w (E) 2x8 JOISTS 2x8 JOISTS P.T. 0 12" oc w CO iak 6x10 P.T. BEAM / LU BELOW _ LAR G - D \ _W ( I /� _ TYDE (I)BALCO \Y LA\ ti Arlik 2 4 1 1/2" = 1'-0" : CD CD S7.1 S7.1 0w 0 NOTES: OWNER: 1. D-1 INDICATES TREX LATITUDES CAPTIVA DECKING w/ (2) GALVANIZED 16d TOENAILS © 16" oc EACH AT ANDREWS JOIST. SPAN DIRECTION AS INDICATED ON DRAWINGS. MANAGEMENT, LLC J 5845 JEAN ROAD 2. INDICATES EXISTING FRAMING LAKE OSWEGO, OR I 97035 3. ><1 INDICATES NEW FRAMING ISSUE DATES: 4. CONTRACTOR TO CONDUCT COMPREHENSIVE CONDITION ASSESMENT & NOTIFY ENGINEER OF DAMAGE 05.13.14-PERMIT SET NOT SHOWN ON PLAN. _ \ _ARG = D \ FW BA_CO \Y DLA\ — IYPT B2e C-2-"N\," 1/2" STATUS: PRINTED: ENLARGED FRAMING PLANS S2 . 3 ORIGINAL SHEET SIZE:22°x34" .. 1 z: 0 o z `� rn cn w e ..ti. O u) I I 1 i IT 1.j1- 111t it 11. 1 H I T t _...-1 t o II I I I WTI I IrtT-7�`+�11I 1 ' T`� A35't D D I I ITIIr Ti ITr rt t�I - I W 09 1 1I T, I 1 rr 1 , I F. 1 fi ini ci CONNECT NEW STUD TO —'o = Z Q EXISTING w/ MIN (4) o ? N E• I I t I I I 1 I r I t Y4"x3" SOS SCREWS --=--= cc' �I- EQUALLY SPACED. w I i 1 II I I I lrr 1 r II 1I I tt I I rr+-r -11— PARTIAL HEIGHT STUDWALL TO BE REPLACED -B MADDEN&BAUGHMAN ENGINEERING . INC . I (2) 1 6d 815 SW 2nd Avenue,Suite 350 Portland,OR 97205 I tel 503.236.7611/fax 501236.9411 info@maddenbaughman.com 2X4 TOP PLATE (. ..-ii.20 PROf���*r- , C9 FF. 9 ` ' 11 ys_..- a -101-14.--- _ OREGON _- 5 2x4 STUDS ® 16" oc ,, L A35 EXPIRES 12-31-14 1 w \i, E2 6x10 BEAM cn p c, (2) Y4"0x6" SDS Fm""m 6 SCREWS 0 6x BEAM. SIM. AT GANGED STUD t-- ' ON OPPOSITE END OF CL w ``1\` BEAM w 2x8 RIM BOEARD co . \ Laali w J <L A35W. W 41 (E) DBL 2x4 TOP PLATE (,1) vii c3; ✓,- (2) 2x4 GANGED STUD M ao -- Y4"0x6" SOS SCREWS ® O 16" oc SIM. AT GANGED STUD ON OPPOSITE END OF BEAM ~�'` 4x6 POST • —'`` (E) 2x4 STUDS ® 16" C..!) oc __, ---. .„,,,,, , ct (E) 2x4 BOTTOM PLATE Ct 0 TYPICAL WING WALL ELEVATION 1 1/2".1'-0„ OWNER: ANDREWS MANAGEMENT, LLC 5845 JEAN ROAD LAKE OSWEGO, OR 97035 ISSUE DATES: 05.13.14-PERMIT SET JOB#: STATUS: PRINTED: FRAMING ELEVATIONS • S3 . 1 ORIGINAL SHEET SIZE:22"x34"