Plans (5) BUP2019 -00066
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OFFICE COPS' OFFICE COPD
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RECEIVED
DEC 19 2019
CITY OF TIGARD
BUILDING DIVISION
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DEMO(E)WINDOW / (E) DRIVE I / IIIIlIII 75
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THROUGH COFFEE G \1
DEMO& REPLACE DOOR / / I I!!) v G TO SEWER 2E
(E) POWER POLE
I I� �/\\ uROLL UP DOOR
MAN OOR TO & O� (E) LIGHT POLE I (�„'3eo) 952 s 1 2 7
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REMAIN 17.0' 1 N 1000 ` \ `�J! O
1.32 AC ,� '.,
(E) BUILDING SIGN a 800 geo�
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I 1 \ \I REVISIONS:
1 DEMO ROLL UP DOOR \ \I 2019 Revision 1 December 19,
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I City of I igard
\ I SITE PLAN NOTES: AppC ved Plans -��
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I \ 1 \ \ I TIGARD, OREGON 97223 Q CC
REPLACE(E) 2X4 \ I ZONING:C-G VALIDITY OF PERMIT LL. '^
WALL W/2x6 WALL \ I TIGARD TRIANGLE TSTRUCCTIOT10 N HE ISSUANCE OFA F Q V J
WASHINGTON COUNTY BASED ON CON
DOCUMENTS AND OTHER DOCUMENTS IT w
MAP&TAX ID: 1 S136DA00800 DATA SHALL NOT PREVEI J w
EXISTING STORAGE \ I SITE AREA: .58 ACRE THE CODE OFFICIAL FRG',',
REQUIRING THE CORREC '' Y � )
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EXISTING MAIN FLOOR PLAN & I -
2 DEMOLITION PLAN
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JUNE 2019
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CITY OF TIGARD A-0
Approved by Planning
Date: -''t-Lvw
Initials: —JL.
(E)8" CMU EXTERIOR WALL
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NEW 2x6 STUD WALL W/ R-21 INSUL. @a INTERIOR
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ELECTRIC PANEL I I Z T O
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SCREEN WALL - 1,-011 3'.0" REVISIONS:
I1 I 42" 2019 evision 1 December 19,
MIN.
T i 1/2" I UTILITY SINK
1 7
EXTERIOR OF NEW DOOR A 1
NEW ELECTRIC A-1 REF.
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PANELFOR W 0 0 0
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— Q� 2 ENLARGED RETAIL AREA PLAN n INTERIOR ELEVATION ADA_RESTROOM_ 4 RESTROOM W Z
1/4" = V 0" 1/2" = 1 -0 u 1/2" - 1 -0"
10 (N) 2x6 WALL 4 -0" W
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0 STORAGE - TRASH & RECYCLING 0
(E)CONE.FLOOR b NEW FLOOR
n DRAIN,TRAPPED
AND PRIMED
SCREEN AND GATE
PARAPET
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22'-s" I.
n PROPOSED MAIN FLOOR PLAN
GA FILE NO.WP 4230 GENERIC 2 HOUR FIRE Q � z 7
1/8" = 1'-0"
NEW R-301NSUL @ (E) wx
EXISTING EXPOSED BEAM ROOF RAFTERS GYPSUM WALLBOARD,WOOD STUDS,MINERAL FIBER INSULATION ' <`.:. : '.':±.:-' III W O O
BASE LAYER 5/8"TYPE X GYPSUM WALLBOARD
APPLIED AT RIGHT ANGLES TO EACH SIDE OF 2x6 QQ W Q
NEW 3'-O" ENTRY DOOR WOOD STUDS @ 24"o.c.WITH 2 1/4"TYPE S OR W / J J \
W/TRANSOM DRYWALL SCREWS 24"o.c.
DISPLAY COUNTER FACE LAYER 5/8"TYPE X GYPSUM WALL BOARD z z W
APPLIED AT RIGHT ANGLES TO EACH SIDE WITH 2 w _ J
1/4"TYPE S DRYWALL SCREWS 8"o.c. W
5 1/2" MINERAL FIBER INSULATION, NOMINAL 3 PCF, FRICTION FIT IN STUD SPACE.
o JOINTS STAGGERED 24" EACH LAYER AND SIDE.
cl TESTED AT 5,506 LBS PER STUD OR 100 PERCENT OF DESIGN LOAD. (LOAD BEARING)
Main Level JUNE 2019
0' - 0" n GA FILE WP 4230
3" =
5 SECTION THROUGH DISPENSARY
1/411 = 1 0
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DESIGNS'
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REVISIONS:
1 Revision 1 December 19,
2019
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NEW STOREFRONT
NEW ❑ ❑❑❑ ❑❑ ❑❑ ❑❑❑❑
TO MATCH (E) J w^
STOREFRONT Li.
3070
DOOR DEL] : ❑ ❑ ❑ ❑ ❑❑❑ ❑ NEW
IPRECYrCLINGAF 3070
SCREEN WALL& DOOR 0
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GATES
PH 11
n EAST ELEVATION
1/4" = 1' 0"
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JUNE 2019
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