Plans (2) FOR OFFICE USE ONLY-SITE ADDRESS:
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City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT
Transmittal Letter
13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tijzard-or.gov
TO: DATE RECEIVED:
DEPT: BUILDING DIVISION RECEIVED
FROM:
JAN 4 2016
CITY OF TIGARD
COMPANY: BUILDING DIVISION
PHONE: �j—�j BY
RE: L)VP S "' D 3/Z--�j
rteAddress) ernut um er
roject name or subdivigion name and lot numer
ATTACHED ARE THE FOLLOWING ITEMS:
Copies. I Description: Copies: Description:
Additional set(s) of plans. Revisions:
Cross section(s) and details. Wall bracing and/or lateral analysis.
Floor/roof framing. Basement and retaining walls.
Beam calculations. Engineer's calculations.
Other(explain):
REMARKS: m S -� ��x- c�y►
�1Q t
CA
n
FOR OFFICE USE ONLY
Routed to Permit Te ian: Date: Initials:
Fees Due: ❑ Yes o Fee Description: Amount e-
$
$
$
Special
Instructions:
Reprint Permit (per PE): ❑ Yes No ❑ Done
Applicant Notified: Date: Initials:
I:\Building\Forms\TransmittalLetter-Revisions.doc 05/25/2012
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RECEIVED;RECEIVED
JAN 4 2015
VICINITY MAP CITY OFTIGARD
GENERAL NOTES CODE SUMMARY
1. ALL WORK SHALL BE DONE IN CONFORMANCE WITH ALL APPLICABLE CODES AND TO THE
CONSTRUCTION CODE:
HIGHEST STANDARD OF WORKMANSHIP FOR ALL TRADES INVOLVED.
2014 OSSC:
2. TYPICAL DIMENSIONS AT NEW WORK ARE TO FACE OF STUD AND/OR FACE OF CONCRETE,
UNLESS OTHERWISE NOTED. DIMENSIONS AT EXISTING CONDITIONS ARE TO FACE OF FINISH, TYPE OF OCCUPANCY: '
AND ARE SHOWN FOR REFERENCE. WHERE NEW WORK MEETS EXISTING WORK,ALIGN NEW ` ` . -
WORK FINISHES WITH EXISTING FINISHES, TYP. „B„ � 4'
3. IN THE EVENT THERE IS A DISCREPANCY IN THESE DRAWINGS WITH THE ACTUAL FIELD
BUILDING CONSTRUCTION TYPE
CONDITION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY DESIGNER FOR DIRECTION PRIOR '.
TO THE CONTINUATION OF THE WORK. V B- SPRINKLERED -�
4. DO NOT SCALE WORKING DIMENSIONS FROM DRAWINGS. IT SHALL BE THE CONTRACTOR'S OCCUPANT LOAD FOR TYPE OF USE fi
RESPONSIBILITY TO CROSS CHECK DETAILS AND SHOWN ON THE DESIGN DRAWINGS WITH
RELATED REQUIREMENTS ON THE CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING B- 100 SF/OCCUPANT
AND OTHER DRAWINGS AS APPLICABLE, NOTIFY DESIGNER OF ANY DISCREPANCIES BEFORE GF = 1204 SF. = 12 PEOPLE
PROCEEDING WITH WORK. +:
TOTAL= 12 PEOPLE ,
5. CONDITIONS AND DETAILS MARKED"TYPICAL”SHALL APPLY IN ALL CASES UNLESS
SPECIFICALLY INDICATED OTHERWISE. TYPICAL DETAILS NOT REFERENCED ON DRAWINGS NUMBER OF REQUIRED EXITS: 1
APPLY UNLESS OTHERWISE NOTED BY SPECIFIC NOTES AND DETAILS. WHERE NO SPECIFIC SCOPE OF WORK. 1N0KKING AREA
DETAIL IS SHOWN, THE CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO WHAT IS EXITS REQ'D; HAVE 1
INDICATED FOR THE TYPICAL CONSTRUCTION ON THE PROJECT. -TENANT IMPROVEMENTS TO EXISTING"B"OCCUPANCY
LONGEST TRAVEL DISTANCE:
6. WHERE NO SPECIFIC STANDARDS ARE APPLIED TO A MATERIAL OR METHOD OF " NAIL SALON"
CONSTRUCTION TO BE USED IN THE WORK, ALL SUCH MATERIALS AND METHODS ARE TO 75 FEET- HAVE 63 FEET
MAINTAIN STANDARDS OF THE INDUSTRY. PROJECT INFORMATION
7. MATERIALS, EQUIPMENT, NOT INDICATED ON OR SPECIFIED HEREIN BUT REQUIRED FOR PROJECT DIRECTORY
PROJECT LEGAL:
THE SUCCESSFUL AND EFFICIENT COMPLETION OF THE INSTALLATION SHALL BE HELD TO BE
IMPLIED AND SHALL BE FURNISHED AND INSTALLED FOR NO ADDITIONAL COST. A- 1 : INFORMATION SHEET ?5CV SU) 3o
DESCRIPTION: BUSINESS
A-2 : SITE PLAN ADDRESS: 7 00 SW DARTMOUTH STREVISION TT�j fly
8. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR V 1 1L,J1V
ROOF, LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. A-3: AS-BUILT FLOOR PLAN TIGARD OR. 97007 pp
A
9. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, A-4 : PROPOSED FLOOR PLAN
ACTUAL YEAR BUILT: 2015 r a �t V�� �� � �✓ '�
ELECTRICAL, AND PLUMBING WITH APPROPRIATE TRADES, DRAWINGS,AND PRIOR TO PROPERTY ID: W443100 D Q 02
CONSTRUCTION. A-5 : REFLECTED CEILING PLAN
COUNTY: WASHINGTON
10. WHERE EXISTING CONSTRUCTION IS CUT, DAMAGED OR REMODELED, PATCH WITH S- 1 : SECTIONS A-A STATE ID: 2S105AA03300
MATERIALS TO MATCH KIND, QUALITY AND PERFORMANCE. ACCOUNT#: R2172659
S-2 : SECTION B- B &DETAILS
11. MAINTAIN STRUCTURAL AND FIRE RESISTIVE INTEGRITY AT EXT. AND INT. WALL PROPERTY CLASSIFICATION: COMMERCIAL
PENETRATIONS FOR MECH, ELECT, PLUMBING AND COMMUNICATIONS CONDUITS, PIPED AND S-3 : DETAILS TAX MAP REPORT FOR TAX LOT: 2S101 BA00500
SIMILAR SYSTEMS PER INTERNATIONAL BUILDING CODE REQUIREMENTS. APPLY APPROVED
FIRE STOPPING MATERIAL WHERE REQUIRED TO MAINTAIN FIRE RESISTIVE INTEGRITY OF S-4 : DETAILS
RATED ASSEMBLIES. PROJECT CONSISTS OF
. AS AN EXCEPTION TO INSTALLING MECHANICAL FIRE DAMPERS ALL DUCTWORK TO BE M - 1 : MECHANICAL PLAN
A MINIMUM 26GA. SHEET METAL IN ORDER TO MAINTAIN RATING OF EXISTING DEMISING ADDING PARTITION WALLS, SINKS, INTERIOR DOORS
WALLS. E- 1 : ELECTRICAL PLAN RELATED ELECTRICAL AND PLUMBING WORK
OFFICE COPS'
NEW 8" METAL STUD WALL ASSEMBLY
EXIST. STOREFRONT SINGLE DOOR EXIST. STOREFRONT SINGLE DOOR
36"z9G" 3G"x9G"
i• EXTENTS OF CANOPY ABOVE, TYP.
EXIST. CONC. SLAB ON GRADE
o b>
N �
EXIST. G"TS COLUMN, TYP. TYPICAL EXIST. WALL ASSEMBLY
28'-10"
29'-6"
59'
EXISTING FLOOR PLAN
Scale:3/6"= 1'-0"
I
59_.0
5'-0" 0... 20-G.... 51_41 9. 0....
U nail polish rack nail polish rack
3'_ I
3'-0.... 5. 0.... 30" height cabinet 5'-0
Employee _ Bar 0
Room r— o - - - -
Stackable 3'-G���
Waiting
asher t drye.
3 X- 1
Y Area
G-2
S. W/D
U1=1
W.H. o
6
2 G'-G
20'-I I 2� I
5'-(5
'-0"" 3-0 I Floor raise 7"
Tile,
s'
facial
'
Room -7
Restroom G_9 -I
""
G'-5"" 5Room
I
-Teed
4'-G""
ZI
71-10"
NOTE-
1.
OTE1.Accessible hardware on all doors NEW WALLS
2. Comply with applicable regulations for Barrier-Free facilities including: FLOOR PLAN 0 EXISTING WALLS
. Maximum threshold height to be%"along accessible route of travel Scale: %c,"= 1'-0"
SOFFIT LINES ABOVE
3. Fire Extinguishers shall be provided per Oregon Fire Code Section 906 ® FLOOR SINKS(LOCATION NEED TO
VERIFY AT FIELD)
n
An le Brace at Angle Brace at
9
EXIST. ROOF DECK AND JOISTS METAL FRAMING SECURE TO Alternate Sides Max. Alternate Sides Max.
SYSTEM G1_011 O.C.
at
de
EXIST. STRUCTURE G'-0" O.C.
Angle Brace l
Alternate Sies Max. HANGER STUD @ 4' O.C.
G'-0" O.C.
0 0 0 0
New Soffit o
System I, O I 0 0 0 0
0
0
0 0
22'-0" 01 m
o Exist.
Exist. Storefront
Storefront 0 Single Door
Single Door8-
0
NICHE NICHE NICHE
0 01
2'-0
-82 \�1 _8F,al5e
Floor
TYPICAL A - A DETAIL floor,Tiles TYP. Existing Concrete Slab
Scale:Y116"= 1'-0"
f
Angle Brace at
Alternate Sides Max.
Exist. Roof Deck and Joists
6-0 O.C.
System banger Stud @ 4'
0.C.
0 0
0 0
New Soffit System
0
0
Diagonal Bracing (As Diagonal Bracing (As Needed)
Needed)
0 0
0 0
0 0
MIRROR
EXISTING WALL SYSTEM o 0 EXISTING WALL SYSTEM
LLLLLLLLLLLLLLLLLLLLLLLLL
0 0 0 0
OPEN
ADJACENT ADJACENT
TENANTG"Tile Base TENANT
Raise F=-1,co Floor Tiles TYP. Existing Concrete Slab
TYPICAL B - B DETAIL
Scale:3/6"= V-0"
HANGER STUD @ 48" O.0 MAX.
Notes:MFCC CLIPS MUST BE INSTALLED TYP. m 20 GAUGE SLIPTRACK
ON ALTERNATING SIDES OF THE a' DEFLECTION HEAD TYP.
CHANNELS. USE TIE WIRE WHEN CLIPS METAL FURRING CHANNEL CLIP (MFCC)
CANNOT BE ALTERNATED.
/n' - 20 GAUGE FURRING O O O
CHANNEL @ 24" O.C.
TYP.
METAL WALL STUDS
3
2 (/8u) TYPE S PAN HEAD SCREWS
5/8' GYP. CEILING BOARD TYP. HEAD OF WALL
' I %' COLD ROLLED CHANNEL AT 48" O.C. MAX.TYP. DEFLECTION TYP.
Scale: 1 %2"= 1'-0"
TYPICAL SUSPENDED CEILING
Scale:%2"= 1'-0"
METAL FRAMING SECURE TO 2 %`) TYPE 5 PAN HEAD SCREWS TYP.
EXIST. STRUCTURE EXIST. ROOF DECK AND JOISTS EXIST. ROOF DECK AND JOISTS
METAL FRAMING SECURE
LATERAL WALL BRACING 4' O.C. TO EXIST. STRUCTURE
ALTERNATE DIRECTIONS PER WALL
N
+ CD + Li CD LiLi +
HANGS STUD @ 48" O.0 MAX.
HANGER STUD @ 48" O.0 MAX. O TYP.
O
TYP.
v
+ I yl' COLD ROLLED CHANNEL
+ AT 48" O.C. MAX.TYP.
O O O LED STRIP LIGHTS
co
0
al17�,J: :1
0
CD 1 12" COLD ROLLED CHANNEL 10"
iv AT 48" O.C. MAX.TYP.
N O O 4'-4„
O O 20 GAUGE FURRING
CHANNEL @ 24" O.C.
TYF.
1L GYP. CEILING BOARD TYF. METAL STUDS @ 24"
co O.C.
C° 7/8' - 20 GAUGE FURRING
O CHANNEL @ 24" O.C. _
TYP.
F-
NEW PARTITION WALL W/ GYP. GYPSUM BOARD TYF.
3G25 125-33 AT I G" O.C. AND 5/5" O
O GYP. BD. EACH SIDE TYP.
METAL STUDS @ 24"
O.C.
G" Tile N
Base
Floor Tiles TYP.
v d
8„ 4„
3G2T 125-33 ATTACH TO CONC, W/% O 1 PEDICURE CHAIRS PLUMBING SYSTEM
TYPICAL 1 - 1 DETAIL x 2" POWER WEDGE BOLTS @, O.C. TYPICAL 2 - 2 DETAIL
MAX. EMBED MINN 1 I -114"
Scale:%2" = V-0" Scale:%2"= 1'-0"
EXISTING ROOF DECK AND EXISTING ROOF DECK AND
JOIST SYSTEM JOIST SYSTEM
11_8" QUARTZ COUNTERTOP
OVER 3/4" PLYWOOD
3 DUCT TO EXTERIROR
3/4"WOOD co O 2 x G PLATE
ti SHELF
4" 0 EXHAUST DUCT
EMPLOYEE2x4 CUSTOMER
SIDE 7" BLOCKING SIDE
Y2' GYP. BD. BOTH SIDE
CV
2 x G STUD @ 24"
SOFFIT CEILING O.C.
ELECTRICAL OUTLET
I X G WOOD
BASE
P.T. 2 x G SOLE
4" PVC INSIDE EXISTING WALL PLATE
1'-8" TYPICAL - D DETAIL
Scale: 1"= 1'=0"
o ®o ®® ®o c
� T
1
fV CV
QUARTZ COUNTERTOP
OVER 3/4" PLYWOOD
MANICURE STATION (EMPLOYEE SIDE) Ce rr ec 2 x G PLATE
Y21 GYP. BD. BOTH SIDE
CV
2 x G STUD @ 24"
O.C.
ELECTRICAL OUTLET
I X G WOOD
BASE
C%j P.T. 2 x G SOLE
PLATE
MANICURE STATION (CUSTOMER SIDE) SECTION 3 - 3
n
PROVIDE NEW IN-LINE FAN. ( a�xd DUCTS DOWN TO TOP OF NAIL
GREEN HECK(G40 CFM) STATION. (See Nail 5tatlon "54" for Detail) 5E-
FOR 50 CFM
100 ROOF CAP. LOCATE MINIMUM
OF I O' AWAY FROM HVAC UNIT
INTAKE
db W 95CFM
T 395
t1
65 CFM } I f —I"
95CFM 80
° 80
80 I
T-0
755
755
/D W H ° I CFM
100 100 0 l
1
80 100 100 80
E ROOF MOUNTED
', �a" HVAC UNIT
'1 1 0 0 0
+ CFM -�FI10
CFM —� 95
l�l�J CFM
p�4WATFRTEM
NOTE: MECHANICAL PLAN
1. Occupancy Type or room qualifies as Naturally Ventilated (No mechanical ventilation required) Scale: %s'= 1'-0" ® NEW 12"x 12"AND 24"x 24"CEILING
2. People Outdoor Airflow Rate in Breathing Zone(cfm/person)from OSMC Table 403.3 SUPPLY GRILLE
3.Area Outdoor Airflow Rate in Breathing Zone(cfm/SF)from OSMC Table 403.3
4. Default Occupant Load, Persons per 1000 Sq. Ft.from OSMC Table 403.3 Expected average occupancy but z NEW 24"x 24"CEILING RETURN GRILLE
not less than Y2 Table value
5. Space Uncorrected Outdoor Air Intake per OSMC Equation 4-6(with deversity applied)
6.Zone Air Distribution Effectiveness (Ez)from OSMC Table 403.3.1.2
7. Primary Outdoor Air Fraction used to select System Ventilation Efficiency(Ev)from OSMC Table 403.3.2.2.2
8. Locate Exhaust Fan Roof Cap minimum of 10' away from HVAC unit outside air intake
- - P 1 EL Z - - V
3 9 52 4'_0
i
149 GYP. BOARD
ovein—E oor /
W/D W.H. 71
4'-81 I 8. 0.... 8. 0.... 8. 0.... 8. 0.... 3. 0....
2 �
s e 1 1'-4�
GYP. BOARD _
I —— 1 1' Above ini5h Floor -
-�' �------�°�'— �-----�_ �'
4'-01" 4'-0"" 4'-0""
WATER TEM
3'-42 ,
ELECTRICAL PLAN
Scale:3/6"= 1'-0"
GENERAL MECH. AND ELECT. NOTES ELECT. SYMBOL LEGEND
1. LOCATIONS OF DEVICES AND FIXTURES SHOWN ON THE DRAWINGS ARE APPROXIMATE.THE (p 120V DUPLEX OUTLET
CONTRACTOR IS TO INSTALL ALL DEVICES AND FIXTURES IN COMPLIANCE WITH ALL APPLICABLE
CODES AND REGULATIONS.THE CONTRACTOR IS TO PROVIDE THE OWNER AND ARCHITECT A DIAGRAM 240V DUPLEX OUTLET
SHOWING THE REVISED LOCATIONS OF ALL FIXTURES AND DEVICES PRIOR TO COMMENCEMENT OF F TELEPHONE OUTLET
INSTALLATION FOR REVIEW.
2.ALL EXTERIOR OUTLETS AND OUTLETS IN BATHROOMS AND KITCHENS AREA TO BE GFI PROTECTED. ry TIVI OUTLET
3.ALL EXTERIOR OUTLETS TO BE IN WEATHERPROOF BOXES. SINGLE POLE SWITCH
4.ALL DISHWASHER, REFRIGERATOR, HOT WATER HEATER AND HEATER CIRCUITS TO BE DEDICATED. 3 THREE WAY SWITCH
5.ALL DETECTORS TO BE HARD WIRED AND TO HAVE AN AUDIBLE SIGNAL FAN UNIT
6. THE FOLLOWING MOUNTING HEIGHTS WILL BE USED THROUGHOUT THIS PROJECT: 6"RECESSED LIGHT
SWITCHES 48"ABOVE FINISH FLOOR WALL MOUNTED FIXTURE LIGHT
ELECTRICAL OUTLETS 18"ABOVE FINISH FLOOR
48"ABOVE FINISH FLOOR(COUNTER) CEILING MOUNTED PENDANT FIXTURE
TELEPHONE JACK 18"ABOVE FINISH FLOOR
CABLE TV JACKS 18"ABOVE FINISH FLOOR 2'x 4' RECESSED MOUNTED NIGHT LIGHT FIXTURE
CIRCUIT BREAKER PANEL TOP OF PANEL @ 72"ABOVE FINISH FLOOR EXIT LIGHT W/BATTERY BACK-UP
ELECTRICAL METER PER UTILITY REGULATIONS
UPWARD LED STRIP LIGHTING