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Plans (9) BU P2018 - 00008 I1 BUILDING DATA: �I11\ OWNER: Lifeworks elk ,.. \ 14600 NW Cornell Road �� A D o � D j �$ Portland,OR 97228 t 9 EXISTING 36" / \6\ CONTACT: Shawn Olin D A D ° j EXIT DOOR /A 503-645-3581 MJ DESIGN&CONSTRUCTION > P \A , \ \ SITE ADDRESS: 8770 M OR c�3 Street 6 304 S E 2 2ND A V E A p ° A D �/ �/� / z-A TAX LOT#: 2S1 02AA02800 PORTLAND, OR 87202 D D ° % EXISTING D p P° . 503 - 231 - 657 fax ° / BUILDING ° \ R46o432- 503 - 231 - 6572 off A - D A _D - N D / / ZONING: MU-CBD MIXED USE COMMERCIAL BUSINESS DISTRICT INFO.MJDC@GMAIL.COM D - - / ..,,,,\,\ SC-SCOFFINS COMMERCIAL(MAP 18.610 A) CCB 185505 p D A ' / p D A D 9 // SETBACKS: TABLE 18.610.1 NA D° % FRONT: 0'-0" MIN :20-0"MAX RECEIVED p % % AREA OF "37 � / / P'KING s SIDE: N/A D p EXISTING 18"WALL p A � EXIST. O,r, REAR: 5'-0"MIN p ° A p D D / EXTENSIONS. p A D ° D D D D / WORK // O tis JAN r> A //j ///j/�/ _ /l % D �� /// \ CITY OFTICARD A A D D D D. °. D • p A D - D vta - I EXIST. ' VICINITY MAP BCJILUTA'GDIVISIQx� -. D NEW 48"WIDE STAIRSW/36" / A A , /. HANDRAILONEAD p "KING- / ,,.�, i �� i I ��D .3° ° N - DTISTi / �` ,Iur9as ,d : TT ° DD4I ° D ° K G : iii padmentsQ °<%'•�! v '4S6 litii , \ ° D D rop ° - D - D re I D - DD ° D- D D .� to me s° s <y�� p A - A s p - `�, ° """s. �en:: rn„ United Stales Value VillageQ �, Q 9 •k °- D D - D A- ° p' - D DZ 's I> D D o ° D p ° D ° I> ° p p LANDSCAPED �.•/ Postal Seneca A D- D D p. . 4 •6770 Sauthxest D p D °_ D D p - Dai. Dp ° t A D _ D C \ AREA Symposrwn Cot tee �" ®Scoffiro V 1 Street swrc°aa A i j A I1 D D p - A - '� Syka"Indoor Racing D °. D D N D • D 4 k. D D D b -) D T"ignrd TC WES� rT ,,,,,,,%; w D - C _ �/ f✓.�, ., ,'ov�_.,e%.., a iA�c_. �� raw��s./ a / ;cm � �e•ex's Fanno "'pNEW 2'6"DOOR. FIELD CUT \ / reek Grew Pub c NEW P.T.2x4 DF#2© 16"oc TO FINAL HEIGHT.PROVIDE / �`z °� EXISTING CONC.SIDEWALKS ON P.T. SILL PLATE.MIN(3) LOCKING HARDWARE / s �4 4, "" TO REMAIN AS-IS. EQ. SPACED A.B. �t — EXISTING CONC.SIDEWALKS — / EXISTING FLUSH TRANSITION TO REMAIN AS-IS. , / SI v47 FROM CONC.SIDEWALK TO ASPHALT DRIVEWAY. / EXISTING 6"CONC.CURB / 61 / 61 a / a C .. N 0 Ns\ STORAGE CLOSET FLOOR PLAN SITE PLAN 1 12 " = 1 ' - 0 " t 1 " = 50 ' -0 " PROP. ID#: R460432 Q p D U D 36"HIG CONT.GUARD RAIL 36"HIGH CONT.GUARD RAIL N C ON PER METER OF LANDING ON PERIMETER OF LANDING MAX.4" LR.SPACE MAX.4"CLR.SPACE D A D ° / BETWE: N BALLUSTERS. BETWEEN BALLUSTERS. OFFICE COPY A N t CITY OF TIGARD D ° A 9 % // ON HI HIGH CONT. T. STAIRS IL REVIEWED FOR CODE COMPLIANCE A p ° ° EXISTING ////��//////////////////////D//////j MAX.5°CLR.SPACE - •- - � - - - - - `` _ _' -_ Approved:[J I 3 BETWEEN BALLUSTERS. I , , , , 1x8 PRI ED TRIM BD. - —' OTC: ( I GAO I \ \.� D D BUILDING / D -° DA .., ---.../r I I I I I I I I 1 1 I , TYP AL SIDES. IIT I I I Permit #: /�0 ° D l A i> D j / ;�I 1 , � I , I i , 1 1 Address: 2 0 ,s cn-c--r° SO ten, V NEW 2x8(MIN)LEDGER W/ j j ' 1 I 1 I -" 1x8 PRIMED TRIM BD. , �- Suite #: SA:�/ D p 1/2"LAG SCREWS E 23"oc. % p D p ° D j I I 1 _ TYP ALL SIDES. By: Date" I- c��"1 0 D I— NA % PROVIDE CONT.HEAD Do j % I I =y ' " A - / FLASHING i> I I l I EXT.WOOD63 D D j D D p j r I 1 =e y PANEL SIDIN O w ch p ° A p p A j D A ° _ D D A D / I 1 NEW DOOR W� / / y LOCKING n' N A //////////////////////////////////////////�///////////�/�//�///// 3 FXD 3'0"xT0" j N D ` D0 p j////�� y y ' HARDWARE W fnCC I D Dp W O L- J A - A D - STAIR STRINGERS TO REST / T 9 - A D D. PROVIDE ADD'L 2x12 SKIRT CO D sr PROVIDE BLCK'G. /�/, D A BOARD ON EXT. OF STRINGERS. EXT.WOOD PANEL SIDING. n PLATE AON RT.T(CON6 IC)LANDINGILL1 co BETWEEN JOISTS. ° l� 0^0 -2 A p / D DJ6AHIdH CONT.GUARS 41 O SOUTH ELEVATION / EAST ELEVATION ° D ° .' 1 A RAIL AT PERIMETER OF 1/4 1 ' -O " �� 1/4 1 ' -0 " D D ° - - I I I I I , tLANDING °o ° - - N o N ^fid✓ p N DATE: 01-08-18 Al A D D I `q� p D+ ° D D Permit Set A C1 �' A 36"HIGH GUARD L3 ° D °, Q1019. D ° D 2x CEDAR DECKING 36"HIGH GUARD RAIL AT PERIMETER REVISION: D ' N A RAIL AT PERIMETER ° " I - - - o I \ I d W/ 2 SCREWS AT EA OF LANDING. p O OF LANDING. Q - A D p - -. D I I I I I A D- D - A /- JOIST p N A A p N A 2x72 JOISTS W/SOLID - - 2x12 JOISTS W/ - - - \ A i 2x CEDAR DECKING SIMPSON HANGERS D p D A D I D A A D D BLOCKING. W/(2)SCREWS AT I AT 2x8(MIN)LEDGER. I ® _ A \ r �{ 4 EA.JOIST ih en 4 ' D N a A `D A I r — — 4x1 DF#2 BEAM f - / D ° Q° '— V �I l� --T 4x12 DF#2 BEAM � -- � �I — 16 SIMPSON CONNECTORS EXT.WOOD PANEL !o\ 4x12 DF#2 AT POST TO BEAM COND. 2x12 JOISTS Ili SIDING fj ' -J \3 0 ¢ i 'I 3 - L W/2x12 RIM JOIST. I z W/P.T.2xO STAIR STRINGER \ ✓ 2x4 DF#2(ap 16"oc ,' W/SIMPSON HANGERS AT NEW 2x6 CEDAR DECKING _ CONTENTS: o LANDING W/(2)S.S.WOOD SCREWS w @J I _A 411"TYP. 2x4 DF#2 Q16"oc _� P.T.4x4 IN SIMPSON 4x4 SIMPSON POST W/P.T.SILL / T-0"+/- EA.JOIST °' PLATE AND MIN. MAIN PLAN DI POST BASE BASE IN NEW ix NEW 48"WIDE STAIRS W/36" I 16"x16"x6"THK FTG. (3)A.B. EQUALLY FRAMING PLAN o HIGH CONT. HANDRAIL ON EA. \ U SPACED. 0 SIDE 13 13 — SOLID WOOD STAIR 4x4 SIMPSON POST SECTIONS TREADS. BASE IN NEW V 4x4 SIMPSON POST I� ELEVATIONS v 3.0 © 3.0 O BASE IN NEW 16"x16"x6" ckl "e 16"x16"x6"THK FTG. THK FTG. - oz O ED w 0 n 3 /r NRMG AT EXT. WALL e SECTIONS AT LANDING O e UPPER LANDING FRAMING PLAN , _ „(14) 1/4 1 0 1 1/4 - 1 0 Q 1 /2 -_ 1 _0 NOTE: DO NOT SCALE DRAWINGS IJ