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T I P. NEN BWPOS i /FT6, OFFICE COPY of
FNB O66 5CALE: 1" = 1'-0°
PROJECT DIRECTORY SCOPE OF WORK CODE SUMMARY INDEX OF DRAWINGS I G 2 (1
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NONE
OWNER/TENANT: NEW OWNER BUILDOUT'. CONSTRUCTION CODE: Al Cover Sheet/General Notes
SCOPE INCLUDES A BUILDOUT OF THE
JEFFERY ALLEN INTIRE 3820 S.F. PLUS THE ADDITION OF 2010 OSSC Siteplans,
HOME DECOR A 2/F MEXXANINE FOR OFFICE, REST Current local cityiPlan
7925 SW DARTMOUTH ST. AREA, LABELING, LIGHT REPAIR, CLEANING A3 Second Floor Plan
PORTLAND, OREGON 97223 OF SALES PRODUCT FOR SALES,, NEW RESTROOMS BUILDING ® Stair/railingit
►t " 't " / Section
AND SMALL KITCHEN ADDED TO MAIN
® Egress
GENERAL ACCESS TO FOR VIA PULL DOWN STAIR r
OCCUPANCY LOAD: 014t 00
Oregon
CCB# 186139 TOTAL = 74 PERSONS 8
DEFERRED SUBMITAL:
ARCHITECT: BUILDING CONSTRUCTION TYPE: C)
NOTE, DEFERRED SUBMITAL MAY BE SUBMITTED UNDER C)
TODD SLOAN ARCHITECT SEPARATE PERMIT, BUT REQUIRED PRIOR TO BUILDING OCCUPANCY. 00
UNION STATION SUITE 203 MECHANICAL SYSTEM IS REQUIRED PRIOR TO BUILDING OCCUPANCY PROJECT AREA:
PORTLAND OREGON 97209 G/F. 4004 SF. 2/F. 725 SF.
(503) 228-8323 PLUMBING IS REQUIRED PRIOR TO BUILDING OCCUPANCY
LIC # 2508 ELECTRICAL IS REQUIRED PRIOR TO BUILDING OCCUPANCY EXITS AVAILABLE-
ENGINEER:
FIRE ALARMS,
AWNING DESIGN.
Engineering. p
HAVE 3
3151 NE. Sandy Blvd. SPRINKER PLANS (IF REQUIRED) LONGEST TRAVEL
IPortDIST® ®
74 FEET.
(503) 230-8876 OF THE BUILDING OFFICIAL. THE REGISTERED DESIGN PROFESSIONAL IN
don@shermanengineers.com
Contacts: Don Sherman
4
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PROJECT #
T TO SCALE .
DWG BY; JTG
City of Tigard
871-740 A
a
Date
SITE (KD E R:01 =0 D
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OFFICE
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REMOVES -5 12 JOISTS
STAIRS: MAX. RISE 7 / / \ \ I ROOF FOISTS TO REMAIN
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17'-8" 7'-10" 7'-6"
87'-7"
MAIN FLOOR PLAN
SCALE: 1 /4" = 1 '-0" PROJECT #
FLOOR CLEARANCE NOTE : DWG BY: JTC
FC1 = FLOOR CLEARANCE 60" X 56"
FC2 = FLOOR CLEARANCE 48" X 30"
FC3 = FLOOR CLEARANCE 60" DIA. SHEET
NONNI-
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SECOND FLOOR PLAN
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DWG BY: JTC
SHEET
1. Stairways serving an occupant load of less than 50
shall have a width of not less than 36 inches (914 42- max.
mm). E
N
24* min. NONNI
1009.4.2 Stair treads and risers. Stair riser heights shall be 7 1012.6 Handrail extensions. Handrails shall return to a wall,
inches (178 mm) maximum and 4 inches (102 mm) minimum. guard or thewalking surface or shall be continuous to the handrail
Stair tread depths shall be 11 inches (279 mm) minimum. The of an adjacent stair flight or ramp run. At stairways where
riser height shall be measured vertically between the leading handrails are not continuous between flights, the handrails
edges of adjacent treads. The tread depth shall be measured shall extend horizontal) at least 12 inches 305 mm beyond
horizontally between the vertical planes of the foremost projection Y ( Y
of adjacent treads and at a right angle to the tread?s leading the top riser and continue to slope for the depth of one tread
edge. Winder treads shall have a minimum tread depth of 11 beyond the bottom riser.At ramps where handrails are not continuous
inches (279 mm) measured at a right angle to the tread?s leading between runs, the handrail shall extend horizontally Side Wall
edge at a point 12 inches (305 mm) from the side where the above the landing 12 inches (305 mm) minimum beyond the
treads are narrower and a minimum tread depth of 10 inches top and bottom ramps. TP Dispensers
(254 mm).
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p� O
1009.2 Headroom. Stairways shall have a minimum headroom M O
clearance of 80 inches (2032 mm) measured verticallyim+ N Z c�
from a line connecting the edge of the nosings. Such headroom 36 minC) N
U 00
shall be continuous above the stairway to the point where the
line intersects the landing below, one tread depth beyond the Z
bottom riser. The minimum clearance shall be maintained the
full width of the stairwayand landing. 36 min 0 N
00
1012.2 Height. Handrail height, measured above stair tread
nosings, or finish surface of ramp slope shall be uniform, not E }'
less than 34 inches (864 mm) and not more than 38 inches (965 clear I Z W
mm). \ floor , Q C) Z (-q
ace
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1012.3 Handrail grasps i i y. Handrails witha circular ; p ~ O 04cross-section shall have an outside diameter of at least 1.25 n C) 0 a w
inches (32 mm) and not greater than 2 inches (51 mm) or shall Q Back Wall of Standard Stall
provide equivalent graspability. If the handrail is not circular, it 56 min W. wall mounted w.c.
shall have a perimeter dimension of at least 4 inches (102 mm)
and not greater than 6.25 inches (160 mm) with a maximum 59 min w. fl r. mounted w.c.
cross—section dimension of 2.25 inches (57 mm). Edges shall
have a minimum radius of 0.01 inch 0.25 mm).
Standard Stall ( end of row)
STAIRS AND RAILING NOTES . 36 min 39-41
36 min 54 min ao
12 min 1 112 min
12 42 min
nax.
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Back Wall Side Wall
Grab Bars at Water Closets Grab Bars at Water Closets
(N) SUPPORT
FOR ROOF REMOVE
�2X12CEIL. - - — —
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- - - - — - - - - — 17" ipin
OFFICE STAIR STORAGE
NEW BEAM
I` SEE STRUCTURAL
2/F 1 _ ° E 1 clear
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6' �Jcix19 ' m
HALL KITCHEN
n. 48" min.
00
7 rpin. Clear Floor Space at Lavatories
1/F Lavatory Clearances
(E) CONC. SLAB 15 RISER
MAX. RISE 7"
SEE STRUCTURAL MIN. RUN 11"
FOR FTG. SIZE MIN. HEADROOM 6'-8"
ADA BATHROOM STANDARDS
SECTION AT OFFICE I (CONTRACTOR TO VERIFY EXISTING) PROJECT #
SCALE: 1 /4" = 1 '-0"
DWG BY: JTC
SHEET
0400'0
NOTES :
TABLE 1016.1 EXIT ACCESS TRAVEL DISTANCE WITH OUT SPRINKLER SYSTEM
N3 N6 N6 N3
M OCCUPANCY: EXIT ACCESS TRAVEL DISTANCE WITH SPRINKLER NOT TO EXCEED 200 FEET O O
B OCCUPANCY: EXIT ACCESS TRAVEL DISTANCE WITH SPRINKLER NOT TO EXCEED 200 FEET
ON6 N2 a 64
N 4 ✓ � �, O� �
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NOTES :
/ \ I :RANGE EGRESS PATH
® =61'-10" f
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N1 EMERGENCY LIGHTING FACILITES SHALL 17'-8" T-10" T-6"
87'-7"
BE ARRANGED TO PROVIDE INITIAL
ILLUMINATION THAT IS AT LEAST
AN AVERAGE OF 1 FOOT CANDLE AND MAIN FLOOR EGRESS TRAVEL PLAN
A MINIMUM AT ANY POINT OF 0.1 FOOT—CANDLE
MEASURED ALONG THE PATH OF EGRESS AT
FLOOR LEVEL. A MAXIMUM TO MINIMUM ILLUMINATION
UNIFORMITY RATIO OF 40 TO 1 SCALE: 1 /8" 1 '-0"
=
SHALL NOT BE EXCEEDED. BACKUP POWER FOR
EMERGENCY LIGHTING SHALL BE PROVIDED
FOR A MINIMUM OF 90 MINUTES. THE ENTIRE FLOOR
AREA OF ASSEMBLY SPACES WITHOUT SEATING SHALL
BE ILLUMINATED.
N 2 POST SIGN ABOVE DOOR
WITH 1" LETTERS
THIS DOOR TO BE REMAIN
UNLOCK WHEN BUILDING IS OCCUPIED
NOTE: THRESHOLD TO BE
N 3 LESS THAN 1/2" IN HEIGHT
DOOR INSTALLER TO VERIFY DOOR THRESHOLD FOR
MEN
NEW OUT-SWINGING DOOR.
j
N 4 POWERED ILLUMINATED EXIT SIGN W/ BATTERY BACKUP ABOVE DOOR.
N 5 ADD ACCESSIBLE SIGN -
W/ BRAILLE LETTERINGSKYLIGHT
—
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N 6 EXTERIOR LIGHT WITH BATTERY BACKUP EGRESS PATH
OFFICE
N 7 LEVER HANDLE W/ PRIVATE LOCK
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THE OPENING FORCE OF DOORS ALONG AN ACCESSIBLE ROUTE SHALL NOT EXCEED 11110-1 ® w
8- 1/2 POUND—FORCE FOR EXTERIOR DOORS AND 5 POUNDS—FORCE FOR INTERIOR "V) 11 DWG BY: JTC
11 uj
DOORS, SEE SECTION 1109.9.9 (OSSC). j w
FLOOR DRAINS MAY BE LOCATED WITHIN A CLEAR FLOOR SPACE PROVIDED THE
OPENINGS IN THE DRAIN COVER SHALL NOT EXCEED 1 /2-INCH IN ANY DIRECTION AND
THE DRAIN COVER SHALL BE NO MORE THAN 1/8-INCH BELOW THE LEVEL OF THE
SURROUNDING FINISHED FLOOR SURFACE SEE SECTION 1109.10.1 (OSSO)
SECOND FLOOR EGRESS TRAVEL PLAN
SCALE: 1 /8" = 1 '-0"
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