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Plans (5) BU P2018 - 00008 a BUILDING DATA: I1, OWNER: LTfeworlcs NW 4 ill 7 \ 14600 NW Cornell Road A D D P j ,z Portland,OR 97229 L ° ° A EXIT EXISTING OOR ' �� CONTACT: Shawn Olin A° 503-645-3581 MJ DESIGN&CONSTRUCTION ' � / Z \ ` SITE ADDRESS: 8770 SW Scoffins Street a Tigard,OR 97223 6304 SE 22ND AVE A , ��, PORTLAND, OR 97202 A p A - 9 - j EXISTING / - > Z "!,\\ TAX LOT#: 251 02AA 02800 R460432 503 off P ° A ° °, °° / 503 - 208 -8024 fax / BUILDING A \ ‘ A p p A ° p ° ir / / ZONING: MU-CBD-MIXED USE-COMMERCIAL BUSINESS DISTRICT INFO.MJDC@GMAIL.COM P ., SC-SCOFFINS COMMERCIAL(MAP 18.610 A) CCB 185505 P p A ° n P p ° f f,\s SETBACKS: TABLE 18.610.1 A D° p° p . / /ZZ s FRONT: 0'-0" MIN ;20'-0"MAX L:. A D EXISTING 18"WALL A ° A AREA OF ,Lt� P'KII NG 00�� ` RIEAR: 5'-0"MIN RECEIVED i P A A ° D EXTENSIONS. Q A ° P p P WORK 2d, f / / s� JAN 2 3 2018 A A fl ° / CITY OF TIGARD D a _ / ° p � IRD BUILDING P ,� ° Y = n G DIVISION ° ° ° ° NEW 48"WIDE STAIRS WI 36" , ° ° ° ° ' ° ° P ° ° / / EXIST. VICINITY MAP I> p HIGH CONT. HANDRAIL ON FA ° i> ° t, tt> p p P ° `'.� -'KING .-� P p ° ° SIDE �,�.� .� — A ° _ Q o - � ° ° ° � 4itil �� r I I � \ - Yyr j p pp P ° ° ' ` T `prt- % CostcoWholesaleyp D ° °p f p ° % D A r� S `f$ o- t> p p IST. I , I' 'er 110 � GreenburgOaks 9 r 0.. `$ ° ° ° ° p ° P ° P P r■ pK G co.et Apartments T °%s� p P P ° ° P P Q ,° ° ° ° t'' `'pp s f p ° P . A 4, ---. \ r, ° 4 ° P ° ° ° p ai I p ° D - 1). ° 1\ �t� Sic yNam� �4'�. A A p " ° ' Slyer °s. 'st en 71 SWoa 9e3 ° ° p ° ° P CO ` � 'W� asr �'r� Untie[)States Value Village �' Q Z \ a vs 9 VSs ° p P ° D ° p ° I ° p Q D P. p 3' Postal serr�ce C> A p A F A D ► p A LANDSCAPED / 9 P ° ° D ° Q D/v D ° ° D s„ ° ° p A D Symposium Coffee Street •+c} D ° / AREA SSeoffins southwest sw p p pZ 1 s, Sykarl lndocr Racing 4 p p I> A f1 P A P E> P ° pis i i P ' / D D p _ + p Tigard TC 1NE5 Q N syy C I ��._ .s ��.,�u ,.,�.z�,,._,..,r,.tea :::, <ta.-...✓rila.✓�'h,,,..�C,,.. I■ ' ��r i..� �i ._,...,,i � � Jnr — Q. n Max's Forma s NEW 2'6"DOOR. FIELD CUT �. Z / NEW P.T.2x4 DF#2 16"oc TO FINAL HEIGHT.PROVIDE a, �q' : Creek Brew Pub � saw EXISTING CONC.SIDEWALKS ON P.T. SILL PLATE.MIN(3) LOCKING HARDWARE / s,y "�r TO REMAIN AS-IS. EQ. SPACED A.B. EXISTING CONC.SIDEWALKS / �'� EXISTING FLUSH TRANSITION TO REMAIN AS-IS. a 3yy / FROM CONC. SIDEWALK TO ASPHALT DRIVEWAY. Z I EXISTING 6"CONC.CURB 61) 6 0_ F - N N CI 4111 STORAGE CLOSET FLOOR PLAN SITE PLAN 1 /2 " = V - 0 " 1 " = 50 ' -0 " PROP. ID#: R460432 Q AIL ° J111p i ON PERIMETER OF LAN36"HIG CONT.GUARDD NG ON PERIMETER OF LANDL 36"HIGH CONT.GUARD ING D A C j MAX.4"CLR.SPACE MAX.4"CLR.SPACEI P • A D BETWEEN BALLUSTERS. BETWEEN BALLUSTERS. OFFICE COPY A p > C CITY OF TIGARD A - 36"ON HI H SIDE. T. STAIRS IL REVIEWED FOR CODE COMPLIANCE ° ��,�� Approved: I ° ° EXISTING BETWEEN BALLUSTERS. . - y i - - - - - L - -1 - - CAOSeCA `` = 1x8 PRIMED TRIM BD. OTC: p P° %// i 1 I 1 1 1 i I�' TYP ALL SIDES. I I I I I 4 ° BUILDING A A %� ,,,, ,,,i,-- 1 i iiIi1ti p I' Permit #: $3 () D 1g 000a2 / A / i , _.,�I� .Tt .I H_I L I I I I t ss: –+]�–] c �► A P > D p D D /i 1 1 1 , — } Address: / / �7GC1T �111aS NEW 2x8(MIN)LEDGER W/ 1 i =- 1x8 PRIMED TRIM BD. Suite #: � — v p D ° d % 112"LAG SCREWS(�23"oc. pP ' , , B : , 1 -... as_j 0 / ° A _ TYP ALL SIDES. Y y-l' Date: p° PROVIDE CONT.HEAD / NA D 0 1111 OOP ' �� D i EXT.WOOD 0 A FLASHING to P ° ° AA ,Z-::;:: r1 = PANEL SIDING. CO Ne cI7 D A p D A t NEW DOOR W/ 8 3'0"x5'0" _ - LOCKING raj, D P p P°. �� tom' FXD ` 3'0"xT0" MI p ? ° . p � J HARDWARE CC �_, : ` �a) CI) O ° p P STAIR STRINGERS TO REST Ti �• P ° p P PROVIDE ADD'L 2x12 SKIRT �� CO PROVIDE BLCKG. �� ■ © p3 A BOARD ON EXT. OF STRINGERS. EXT.WOOD PANEL SIDING. ON P.T.2x6(MIN)CONT.SILL � ° D, A P PLATE AT CONC.LANDING. BETWEEN JOISTS. ! P A �� ono 1- 0. �6 HIC$-1 CONT.GU 1 i SOUTH ELEVATION 9 EAST ELEVATION A -- A RAIL AT PERIMETER OF 1I4 " - 1 ' -0 " 114 " = 1 ' - 0 " — D ° A .---- — I I � �I I I D SANDING 1). Pp – DATE: 01-08-18 I> A A A A P D Nel,6 A P+ A ° ° Permit Set A 9) ° 36"HIGH GUARD RAIL AT PERIMETER 36"HIGH GUARD ° 1. '� ° REVISION: p A P ° p 2x CEDAR DECKING A A - — T p I I I A A W/(2)SCREWS AT EA. RAIL AT PERIMETER q OF LANDING. OF LANDING. - A p p .;i- P I I I I I A P D ro JOIST p A D ° / I D p p °D , 2x12 JOISTS WI SOLID 2x CEDAR DECKING SIMPSON THANGERS 1 - - - © - D A p I / p ° A D V BLOCKING. W/(2)SCREWS AT I AT 2x8(MIN)LEDGER. ® ° / EA.JOIST hiimmilf ci) rs * > P p ° ° >° p I - 171 4x1 DF#2 BEAM F._R�1 p P p err - 4x12 DF#2 BEAM _ _ -- * - �� r-' T � r1 16 i SIMPSON CONNECTORS 1=XT.WOOD PANEL r �� /°\ - 1 4x12 DF#2 AT POST TO BEAM CONDI 2x12 JOISTS ` JI SIDING �I J 3.0 w i ' W/2x12 RIM JOIST. J (3)P.T.2x12 STAIR STRINGER E ca 2x4 DF#2©16"oc W/SIMPSON HANGERS AT NEW 2x6 CEDAR DECKING w I _�i 11"TYP 2x4 DF#2©16"oc CONTENTS: LANDING " WI(2)S.S.WOOD SCREWS y P.T.4x4 IN SIMPSON 4x4 SIMPSON POST W P.T.SILL " / 7'-0 +I EA.JOIST � I 'I POST BASE BASE IN NEW PLATE AND MIN. MAIN PLAN NEW 48 WIDE STAIRS W/36" HIGH CONT. HANDRAIL ON EA I LI 16"x1fi"xfi"THK FTG. SPACED.4UY FRAMING PLAN V SECTIONS z SIDE '�3 ` 13 O — SOLID WOOD STAIR 4x4 SIMPSON POST 3.0 ` 3.O TREADS. BASE IN NEW 4x4 SIMPSON POST mi ELEVATIONS 16"x1fi"x6"11-IK FTG. BASE IN NEW 16"x16"x6" ` THK FTG. z w D 61)3 N UPPER LANDING FRAMING PLAN FRAMING AT EXT. WALL (E) SECTIONS AT LANDING N 112 " = 1 ' -0 .. 114 " = 1 ' - 0 " 114 " = 1 ' - 0 " Q NOTE: DO NOT SCALE DRAWINGS 3.0