06-103534SITE PLAN
SGALE: NTS
COO
M
..........
S. 348TH ST. (SR 18)
-4-
-- ---- 1,671 S.F.
±162'
6.000
S.F.
rr
0
Ui
EXISTING A
15 )63 S.F.
EX. 0�3 2
D
880 S.F.
F �= 26175
TENANT(i+f
ICE
LOGATION C
20,561 &F. E
FFE= 41,808 &EF.
FFE= 261.0 FFE= 262,5 7",
F
19,100 S.F.
DOCK FFE= 259,0
0-111,14" 4"'HIHA'A"D
G
17,100 S.F
FFE= 258.0
South King Piro & Reaefftesel r1:L)t:1MR= IMAY, VVA 19CUU4
Approved
aAs Detailed
0 Subjeot to qjjached details A SEPARATE PERMIT IS
All new and refaced signs OF FLDDER*L WAY
REOUIRED FOR THE
By APPROVEU
LOPME�T
SPRINKLER SYSTEM AND 7 require a separate sign DEPT. OF, COMMUNITY DEVEILOPIMEINT"
aWicatlon and review. C
Date PERMIT: 06 -103534- 00 CO
FIRE ALARM SYSTEM (FWCC, Sec. 22-335(g)(6))
ADDRESS- 1401 S 348th St
PROJECT: Tenant improvement
Dolts OWNER: Sports Clips Wa-102
DATE: 7/19106
p 06 Va-1 �2
PROJECT INFORMATION T, APP
DATE SUBMITMD,_.� DATE'
f7_0_JEGT SGRIPTION GENERAL NOTE,::) APP VRQ By
TENANT IMPROVEMENT IN EXISTING SPACE. WORK INCLUDES: INTERIOR HALLS, DIVI510N I &ENERAL REGUIREMENT5 DIV151ON 5 HETAI_5
NEW GRIP FINISHED FLOOR, HVAC SUPPLY RUNS, ELECTRICAL SUPPLY, 1. THE INTENT OF THESE DOCUMENTS ARE TO PROVIDE FOP, THE CONSTRUCTION 1. STEEL FRAMING; WITH EACH TYPE OF METAL FRAMING REQUIRED,
L-le,HTIN6 � MISG. FINISHES. OF THIS PROJECT, COMPLETE AND FUNCTIONAL IN ALL RESPECTS. THE PROVIDE MANUFAGTURER'S STANDARD STEEL RUNNER, BLOCKING,
CONTRACTOR SHALL BE' RESPONSIBLE FOR TH15 RESULT. THE OMISSION OF LINTELS, CLIP ANGELS, SHOES, REINFORCEMENTS, FASTENERS AND
EXPRESS REFERENCE TO WORK NEGE55ARY AND REASONABLY INCIDENTAL ACCESSORIES AS RECOMMENDED BY THE MANUFACTURER FOR THE
VICINITY' MAP FOR THE COMPLETE CONSTRUCTION OF THE PROJECT SHALL NOT BE APPLICATIONS INDICATED.
CONSTRUED AS RELEASING THE CONTRACTOR FROM HIS RE5PONIBILITIE5. 2. METAL 5TUD5: OPEN E30X SHAPED SECTIONS, 3-1/2 INCH x 25 GAGE
5GALE: NTH 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, CLEARANCES MIN. (20 GAGE FOR STUDS OVER 141-0" IN NEIGH.
AND CONDITIONS AND NOTIFY THE ARCHITECT PRIOR TO COMMENCEMENT OF
WORK OF ANY DISCREPANCIES . FAILURE TO Do So CONSTITUTES
SITE ACCEPTANCE AND RESPONSIBILITY FOR ALL EXISTING CONDITIONS. THE
LOGATION CONTRACTOR WILL NOT BE ALLOWED ADJUSTMENTS IN THE TIME OR MONEY Dl\/1510N'7 H015TURE PROTECTION
REQUIRED TO RECTIFY THE 51TUATION
5 356thsT 5. DO NOT SCALE DRANINGS. GIVEN DIMENSIONS SHALL GOVERN. LARGE 1. ALL ROOF PENETRATIONS TO BE FLASHED AND SEALED USING ORIGINAL
SCALE DRANING5 SHALL GOVERN OVER SMALL SCALE DRANIN65, PROJECTS ROOFINC-;, COMPANY TO MAINTAIN ROOF WARRANTY
4. THE CONTRACTOR SHALL SUBMIT SHOP PRANIN65 OF ALL PURCHASED,
FABRICATED AND FINISHED ITEMS FOB REVIEW BY THE ARCHITECT UNLESS DIV1510N 5 DOORS 4 HINDON5
WAIVED BY SAME.
5. ALL EQUIPMENT, MATERIALS AND ARTI(:,LE5 INCORPORATED INTO THE 1. ALL GLASS SUBJECT To HUMAN IMPACT SHALL CONFORM TO THE
PROJECT SHALL BE NEVI AND UNDAMAGED. ALL WORKMANSHIP SHALL BE STANDARDS SET FORTH IN THE INTERNATIONAL BUILDING CODE.
WITHIN INDUSTRY STANDARDS. 2. ALL EXITS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A
THE GONTRAGTOR SHALL BE RESPONSIBLE FOR REPAIR AND REPLACEMENT KEY OR SPECIAL KNOWLEDGE.
OF DAMAGE TO AREAS CAUSED BY HIS WORK AT No ADDITIONAL COST TO 3. MANUALLY OPERATED EDGE OR SURFACE -MOUNTED FLUSH BOLTS AND
THE ONNER,
SURFACE BOLTS OR ANY OTHER TYPE OF DEVIGF THAT MAY BE USED TO
• THE CONTRACTOR SHALL. BE RESPON51BLE FOR FOR SAFETY CONDITIONS CLOSE OR RESTRAIN THE DOOR ARE PROHIBITED. WHERE -EXIT DOORS ARE
ST RELATINO TO JOB GONSTRUC�TION �NG1.UPIN& ASAFEE EN\,1RONMENT FOR USED IN PAIRS AND APPROVED AUTOMATIC FLUSH E30LTS ARE USED, THE
L OCCUPANTS OF AREAS ADJACENT TO THE MORK A EA. DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS SHALL HAVE No DOOR
L
KNOB OR SURFACE -MOUNTED HARDWARE. THE UNLATCHING OF ANY LEAF
5. THE CONTRACTOR SHALL PAY ALL FEES FOP, PERMITS NECESSARY FOP, SHALL NOT REQUIRE MORE THAN ONE OPERATION.
PROPER COMPLETION OF WORK, UNLESS NOTED OTHERWISE.
4. PANIC HARDWARE, WHERE INSTALLED, SHALL COMPLY WITH INTERNATIONAL
cl. SHOULD THE CONTRACTOR OBSERVE ERRORS, DISCREPANCIES OR BUILDING CODE. THE ACTIVATING MEMBER SHALL BE MOUNTED AT E30 To 44
OMISSIONS IN THE CONTRACT DOGUHENT5, HE SHALL PROMPTLY MOTIF I HES ABOVE THE FLOOR. THE UNLATCHING FORCE SHALL NOT EXCEED 15
ARCHITECT REQUESTING CLARIFICATION, THE CONTRACTOR SHALL ND5 WHEN APPLIED IN THE DIRECTION OF TRAVEL.
'All
PROCEED WITH WORK AFFECTED BY SUCH ERRORS, DISGREPANGI R
� FIN15Hr=!5
OMISSIONS WITHOUT REGEIVIN6 CLARIFICATIONS. ADJUSTMENTS INVOLVING, k
SUCH CONDITIONS MADE: BY THE CONTRACTOR WITHOUT PRIOR
c, 5sath ST CLARIFICATION BY THE ARCHITECT, SHALL BE AT THE CONTRACTOR'S INTERIOR FINISHES To HAVE A MAXIMUM FLAME SPREAD RATING OF 200.
OCEEDIN6 WITHOUT GLARIF
ON G00
11 '
5 560th ST RISK. COMPLICATIONS ARISING FROM PP 1kX a \p**�
SHALL BE RESOLVED AT THE CONTRA(,,';:'FORS EXPENSE, 01 k 2. STUD PARTITIONS TO BE ANCHORED So AS TO RESIST A LATERAL LOAD OF
10. ALL WORK PER -FORMED ON THIS PROJECT SHALL COMPLY WITH ALL 5 PSF AS FOLLOWS, BOTTOM PLATE: ANCHOR TO SUB FLOOR WITH 500#
APPLICABLE LOCAL, STATE, AND NATIONAL CODES, LAWS AND ORDINANCES POWER DRIVEN PINS @ 45" O.G. ICE30 #165ci
GYP BOARD WALLS TO BE TAPED, SANDED AND HAVE SMOOTH FINISH,
11. ANYTHING IN THE CONTRACT DOCUMENTS NOT WITHSTANDING, THE UNLESS OTHERWISE NOTED.
PRO-IEGT TEAM
SITE/,,AREA
Q_111'4z)11 I-11 I Ur - L�1'4� 1 MUQ,I 11,(-,
NATERT16HT, NEATHER Z� TIGHT PROJECT,r:)
4. THE CONTRACTOR SHALL PROVIDE AND INSTALL CAULKING WHERE NOT
SPECIFICALLY PERFORMED BY OTHER TRADES.
ONNER, LANDLORD;
OPUS
Project Locotion:
5 54,5th of 16th Ave 5, Suite #MI04
12.
CONTRACTOR SHALL COORDINATE LOCATION OF ALL NEW ROOF MOUNTED
5. CERAMIC TILE FLOORS SHALL NOT VARY MORE THAN I" PER 10 FEET.
(FRANGHISEE) < le LoNson
ciI5 IIbTH Ave Southecet.
Federol Noy, NA cibO05
EQUIPMENT WITH OWNER PRIOR TO INSTAL[-, CENTER EQUIPMENT OVER BEAM
5�2ci Roy Dash Dr. NN
Suite 500
Juri5diction:
GIty of Federal Noy
OF, COLUMN UNLESS DIRECTED OTHERWISE BY OHNER,
DIV151ON 10 15PEOIALTIE5
671,9 Horbour, NA ci8E3555
Ph, (253) 265-305-7
Bellevue, NA c1b005
Ph: (425) 46)-l-2-700
Zoning.
GB
13.
CONTRACTOR SHALL PROVIDE 2x BLOCKING AT ALL HALL MOUNTED
SUITE NUMBER OR ADDRESS TO BE POSTED ABOVE DOOR. LETTERS OR
NUMBERS BE A MINIMUM (?" HIGH.
FX. (255) 265-0064
Gon,,truction Type.
V-B, Sprinklered
EQUIPMENT OR AGGES56RIES.
TO OF
2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION
FRANGHISOR:
Sport Glips, ING.
Occuponcy:
B
14.
ALL SIGNS, INCLUDING WINDOW SIGNS, TO BE SUBMITTED FOR REVIEW AND
APPROVAL UNDER SEPARATE PERMIT, BY OWNER/CONTRACTOR.
MODIFICATION TO THE FIRE SPRINKLER SYSTEM. CONTRACTOR SHALL SUBMIT
DRAWING TO GOVERNING AUTHORITY FOR REVIEW AND APPROVAL PRIOR TO
ARGH I TEGT: Dimensions, Inc.
E3006 Northup Noy #104
110 BriorNood Drive
-7�562?524qC)
Applicoble Gode!5:
BUILDIN62: IBG 2005
COMMENCING WITH WORK.
Bellevue, NA 18004
600rcletoHn, TX
Ph: (600) b-72-424-7
ELECTRIGAL: NEG 2000
01\/1510N 12 FURN15HIN65
PX: (425) �52_7-ci2ciE3
NNN,!5portCIip--'.cOM
MEGHANIGAL: IMG 2005
Gontoc_t: Mike Perry
PLUMBING: UPG 2003
•ALL MILLWORK TO BE CUSTOM GRADE. PROVIDE GASENORK WITH ALL
SGHEMATIG
HANDIGAP: IBG 2003/AN51 11-N-2005
DIV1510N 2 51TE NORK
NECESSARY HARDWARE, HINGES AND PULLS.
DESIGNER: Inner -Solon
N1 NASH. STATE AMENDMENTS
1.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEMOLITION REQUIRED
DIV15ION 15 MECHANICAL
11625 1 Street
Tenant:
Sport Glipe
TO ALLOW FOR ALL PROPOSED NEW WORK.
Omaha, NE 6,513-7
Proposed Use:
Barber Shop
2.
PATCH, REPAIR, REPLACE AND FINISH ANY FLOOR, WALL OR CEILING To
1. VERIFY SIZE OF EXISTING HVAG UNIT $ NOTIFY ARCHITECT IF LESS THAN 5
Ph: (bOO) 652-M25
Suite /-1,reo:
1000 S.F.MATCH
ADJAGENT AREAS WHERE DEMOLITION HAS BEEN REQUIRED.
TONS.
Gontoct: C-3illion Mo55ie
3.
2. SUPPLY ALL DIFFUSERS. GRILLS, DUCTS, CONTROLS NECESSARY FOP, PROPER
Occuponcy Loocl:
PROVIDE PROPER SHORINC-2 AND DISCONNECTION OF ALL UTILITIES PRIOR TO
GONDITIONINOTO MEET CODES 4 A5HREA STANDARDS,
DEMOLITION.
SHEET I NDEX
Public-
1000 SF 100 10
4.
THE CONTRACTOR SHALL BE RESPONSIBLE FOP, KEEPING THE SITE FREE OF
5. VERIFY FRESH AIR SETTING, HUMIDITY CONTROLS, BALANCE, ETC. ARE
AND/OR AS
DEBRIS.
ADEQUATE FOR PROPOSED USE. REPLACE MODIFY SYSTEM
10
REQUIRED FOR COMPLIANCE WITH ALL LOCAL GOVERNMENTAL AGENCIES
ARGHITEGTURAL
5,
THE GONTRAGTOR SHALL COORDINATE WITH BUILDING OWNER PRIOR TO
REQUIREMENTS.
AO.O - COVER SHEET, PROJEGT INFO
START OF WORK, THE REQUIREMENTS FOR CORING OF FLOOR SLAB FOR ALL
REQUIRED WORK.
4. INSTALL FANS DUCTS $ ROOF PENETRATION FOR RESTROOM5.
AI.0 - FLOOR PLAN � FONEWPLUMBIN6, PLAN
Exits Required:
I (LESS THAN 50 OGGILIPANTS)
6.
CONTRACTOR SHALL COORDINATE WITH OWNER AND LANDLORD. THE EXTENT
5. DESIGN OF HVAC SUPPLY 4 RETURN BY MECHANICAL SUBCONTRACTOR
A2.0 - EGUIPMENT PLAN
Exits Provided:
I
OF WORK TO BE GHARG-ED TO LANDLORD VS. OWNER ANT--> NOW CONTRACTS
A5.0 - REFLEGTED GEILIN6 PLAN FINISH PLAN
Plumbing Fixture Gount:
AND E31L . LIN6 ARE TO BE: STRUCTURED.'
A4.0 - INTERIOR ELEVATIONS
Public, (Group B Accessory use) 1000 SF 200 = 5
DIVI510N 3 CONGRETE
A5.0 - DETAILS
Total
O(�Guponts•
I.
CLEAN, GRIND, AND FILL. EXISTING CONCRETE TO ACCEPT VINYL TILE,
CARPET, OR GERAMIG TILE.
E31
D DUE
DATE:
2.
FLOORS TO RECEIVE TILE OR SHEET VINYL SHALL NOT VARY MORE THAT I"
Re5trooms Required-
I
PER (0 FEET.
A
Re5troom5 Provided:
1
3.
INSTALL ALL CONCRETE N1 2500 PSI CONCRETE WITH A MIXED DESIGN NOT
TO EXCEED A WATER CEMENT RATIO OF 0.50. OVER A 6 MIL VISOUEEN (OF,
JUL 1 9 ",jo6
APPROVED EQUAL) VAPOR BARRIER INSTALLED DIRECTLY OVER THE
SUB -GRADE. INSTALL 4" OF 5/�` GRAVEL CAPILLARY BREAK MATERIAL.
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Dote: 0-7/14/06
Job #: 2006-16
i Scole: As Shown
Drawn: JG
GheGk: MGP
Revi5ion5: