HomeMy WebLinkAboutPermit PG18-0067 - FLOOR & DECOR - OVERFLOW SYSTEM TO ROOFFLOOR & DECOR
17651 SOUTHCENTER PKWY
PGI 8-0067
Parcel No:
Address:
City of Tukwila
t of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwlla, Washington 98188
Phone: 206~431'3670
Inspection Request Line: J06'438'935D
Web site: http://www.TukwilaWA.gov
PLUMBING/GAS PIPING PERMIT
3523049088
17651 SOUTHCENTER PKWY
Project Name: FLOOR & DECOR
Permit Number: PGI8-0067
Issue Date: 5/18/2018
Permit Expires On: 11/14/2018
Owner:
Name:
Address:
Contact Person:
Name:
Address:
Contractor:
Name:
Address:
License No:
Lender:
Name:
Address:
180 N STETSON AVE #324-D ,
CHICAGO, WA, 80601
MICHAEL MOORE
l765lSOUTHCENTERPKWY '
TUKWILA, WA, 98188
HORIZON RETAILCONSTRUCTION INC
l}0OHORIZON DR,STURTEVANT'WI,
53177
HOm|ZR[072N5
'''
Phone: (970) 308-7820
Phone: (262) 638-600
Expiration Date: 4/15/2019
DESCRIPTION OF WORK:
PROVIDE OVERFLOW SYSTEM TO ROOF
Valuation ufWork: $100000.00
Water District: HIGHLINE
Sewer District: TUKWILA
Fees Collected: $190.52
Current Codes adopted by the City of Tukwila:
International Building Code Edition:
International Residential Code Edition:
International Mechanical Code Edition:
Uniform Plumbing Code Edition:
International FueI Gas Code:
2015
2015
2015
2015
2015
National Electrical Code:
WA Cities Electrical Code:
WAC 296-46B:
WA State Energy Code:
2017
2017
20152017
Permit Center Authorized Signature:Viikkhl
fi4/b)
Date:
I hearby certify that I have read and examined this permit and know the same to be true and correct. All
provisions of law and ordinances governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other
state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this
development permit and agree to the conditions attached to this permit.
Signature:
Print Name:
/``
iC
Date:
•
This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if
the work is suspended or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
1: ***PLUMBING/GAS PIPING PERMIT CONDITIONS***
2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the
Tukwila Building Division.
3: All permits, inspection records and applicable plans shall be maintained at the job and available to the
plumbing inspector.
4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and
the Fuel Gas Code.
5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved.
6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and
Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of
the holder of the permit to make sure that the work will stand the test prescribed before giving notification
that the work is ready for inspection.
7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall
unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes
installed outside the conditioned space shall be insulated to minimum R-3.
8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing
shall be protected by steel nail plates not less than 18 gauge.
9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No
plumbing piping shall be directly embedded in concrete or masonry.
10: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected
in accordance with the requirements of the building code.
11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin
layers to twelve inches above the top of the piping with clean earth, which shall not contain stones,
boulders, cinderfill, frozen earth, or construction debris.
12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or
an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other
ordinance of the jurisdiction.
13: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit.
14: All new plumbing fixtures installed in new construction and all remodeling involving replacement of
plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies
that use significant quantities of water shall comply with Washington States Water Efficiency ad
Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section
402 of Washington State Amendments
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
8004 GROUNDWORK
1900 PLUMBING FINAL
e
8005 ROUGH -IN PLUMBING
CITY OF TUKWI
Community Development epartment
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http:/./www.TukwilaWA.gov
PLUMBING / GAS PIPING PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
**Please Print**
SITE LOCATION
King Co Assessor's Tax No.:
Site Address: 47 V/ Suite Number: Floor:
Tenant Name: f crr✓ New Tenant: ❑ Yes ❑..No
PROPERTY OWNER
Name: i0, .4,44:-/ , as e_4,--
cyAddress:
Address:/ 7 6 :,—/ rfa cam,,, p4 c3.. 447
Name:
Phone6 Fax:
7‘..,„ 4, f-7 eau
Address:
City:
State:
Zip:
CONTACT PERSON —perste rr wing all prc t
eo munication
Name: i0, .4,44:-/ , as e_4,--
cyAddress:
Address:/ 7 6 :,—/ rfa cam,,, p4 c3.. 447
City:��tw ,/, State: (Al} Zip 408.3
Phone6 Fax:
7‘..,„ 4, f-7 eau
//
Emaili7: /%/77 C re- v tec , /e.,„ dd. coom
PLUMBING CONTRA
R INFORMATION
Company Name: ____r --go
Address:
City:
State:
Zip:
Phone:
Fax:
Contr Reg No.:
Exp Date:
Tukwila Business License No.:
Valuation of Project (contractor's bid price): $ l cam. 1-1
Scope of Work (please provide detailed information): �'�''� Jec" 0 L'271 d tJ •1'
Building Use (per Int'I Building Code):
Occupancy (per Int'I Building Code):
Utility Purveyor: Water: Sewer:
H:Wpplications\Forms-Applications On Linek2011 Applications\Plumbing Permit Application Revised 8-9-I I.docx
Revised: August 2011
bh
Page 1 of 2
rik\
Indicate type of plumbing fixtures and/or geepiping outlets being installed and the quantity ow:
Fixture Type
J Qty
1111
Bathtub or combination
bath/shower
Dishwasher, domestic with
independent drain
Shower, single head trap
Sinks
Rain water system — per
drain (inside building)
Repair or alteration of
water piping and/or water
treatment equipment
3
Grease interceptor for
commercial kitchen (>750
gallon capacity)
Each additional medical
gas inlets/outlets greater
than 5
Atmospheric -type vacuum
breakers not included in
lawn sprinkler backflow
protections (1-5)
Fixture Type
I
Qty
Bidet
Drinking fountain or water
cooler (per head)
Lavatory
Urinal
Water heater and/or vent
Repair or alteration of
water piping and/or water
treatment equipment
Backflow protective device
other than atmospheric -
type vacuum breakers 2
inch (51 mm) diameter or
smaller
Atmospheric -type vacuum
breakers not included in
lawn sprinkler backflow
protections over 5
Fixture Type
Qty
Clothes washer,
domestic
Food -waste grinder,
commercial
Wash fountain
Water closet
Industrial waste
treatment interceptor,
including trap and vent,
except for kitchen type
grease interceptors
Repair or alteration of
drainage or vent piping
Backflow protective
device other than
atmospheric -type
vacuum breakers over 2
inch (51 mm) diameter
Gas piping outlets
Fixture Type
Qty
Dental unit, cuspidor
Floor drain
Receptor, indirect waste
Building sewer and each
trailer park sewer
Each grease trap
(connected to not more
than 4 fixtures - <750
gallon capacity
Medical gas piping
system serving 1-5
inlets/outlets for a specific
gas
Each lawn sprinkler
system on any one meter
including backflow
protection devices
PERMIT APPLICATION NOTES
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing
and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNER OR AUTHORIZED AGENT:
Signatur
Print Name:
Mailing Address: / 7 G '"f , 'v ems) �^-
Date: .f /1
Day Telephone:
H: Applications\Fonns-Applications On Line\201 1 Applications\Plumbing Permit Application Revised 8-9-11.docx
Revised: August 2011
bh
City
JA
State
Zip
Page 2 of 2
Cash Register Receipt
City of Tukwila
DESCRIPTIONS
PermitTRAK
ACCOUNT
QUANTITY
PAID
$190.52
PG18-0067 Address: 17651 SOUTHCENTER PKWY Apn: 3523049088 $190.52
Credit Card Fee $5.55
Credit Card Fee
I R000.369.908.00.00
0.00 $5.55
PLUMBING $177.86
PERMIT FEE
R000.322.100.00.00
0.00
$109.14
PERMIT ISSUANCE BASE FEE
R000.322.100.00.00
0.00
$33.15
PLAN CHECK FEE
R000.322.103.00.00
0.00
$35.57
TECHNOLOGY FEE $7.11
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R14416
R000.322.900.04.00 0.00 $7.11
$190.52
Date Paid: Friday, May 04, 2018
Paid By: DAN PRINCE -HORIZON
Pay Method: CREDIT CARD 027400
Printed: Friday, May 04, 2018 10:15 AM 1 of 1
SYSTEMS
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project: v i e j�
c k/CC.c
T of Inspec ion: '
rl—kor1 1 #" 1 LC L.
Address:
17195I Sccn�ear k' Hwy
x&41
Date Called:
Special Instructions:
Wanted:/ C
Date r 5.201
lSl �
a.m.
P.m.
Requester:
Phone No:
Corrections required prior to approval.
yl Approved per applicable codes.
COMMENTS:
(R-lotA"vtio
1-6
Inspector`,
Date:/ / 2.0`
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Proje yzehr ir
jjeco
TYpp I� :;tion•l/
.�
Address:65
Date Called: �/
cpea
edittcniee
Special Instructions: .
Date Wanted:
6-V .
p.m.
Requester:
Phone No:
plApproved per applicable codes.
COMMENTS:
P6.1_42A
"t/Corrections required prior to approval.
ala_;4' zebi/c.0
coe Ppititt-7
roffscLrilrs Cion 3ib�.
inspector:
gOe_
Date: /„` 10,e
REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION RECORD
Retain a copy with permit
P6I?-017
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project:
/7S/ iS-AAAPair-feraka/
'T.) of Inspection:
t<t) i PLACil IA
Addr ss: I
. lle .r-
- d
PA.
• , I 4
..lam.....,
Special Instructions:
ROO F
ii/C+- i
Date Wanted:
a. ,
Requester:
Phone No:
01 Approved per applicable codes.
I:0 Corrections required prior to approval.
COMMENTS:
l<0 vt-f" XX.) 13Z-tit-kJ1
{:\--p7t-2 )
AC/ k
Inspector:
Date:6 2,4
REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: PG18-0067 DATE: 05/08/18
PROJECT NAME: Floor Decor
SITE ADDRESS: 17651 Southcenter
X Original Plan Submittal
Revision #
before Permit Issued
Response to Correction Letter # Revision # after Permit Issued
DEPARTMENTS:
fit, -S
Building Division
t1 L --)1-o
Public Works 111
Fire Prevention
Structural
Planning Division
❑ Permit Coordinator
PRELIMINARY REVIEW:
Not Applicable n
(no approval/review required)
DATE: 05/09/18
Structural Review Required
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved
❑ Approved with Conditions
Corrections Required ❑ Denied
(corrections entered in Reviews) (ie: Zoning Issues)
DUE DATE: 06/05/18
9rT,
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials:
12/18/2013
HORIZON RETAIL CONST INC c
I Ionic Espanol Contact:
Safety & Health Claims & Insurance
0Washington State Department of
Labor & Industries
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Workplace Rights Trades & Licensing
HORIZON RETAIL CONST INC
Owner or tradesperson
Principals
HENDERSEN, JON E
GUSTIN, ROBERT L
HENDERSON, JON E
JAWORT, DAN, AGENT
Doing business as
HORIZON RETAIL CONST INC
WA UBI No
601 483 044
1500 HORIZON DRIVE
STURTEVANT, WI 53177
262-638-6000
Business type
Corporation
Governing persons
ROBERT
L
GUSTIN
JON E HENDERSEN;
PATRICK J CHRISTENSEN;
PAT CHRISTENSON;
JON E HENDERSEN;
ERIC NIEDEFFER;
TOM SCHAEFER;
DAN SIUDAK;
License
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor
License specialties
GENERAL
License no.
HORIZRC072N5
Effective — expiration
08/25/1993— 04/15/2019
Bond
HANOVER INS CO
Bond account no.
1592447
Active.
Meets current requirements.
$12,000.00
Received by L&I Effective date
04/15/2002 04/10/2002
Expiration date
Until Canceled
Insurance
Zurich American Ins Co $1,000,000.00
Policy no.
5919211
Help us improve
https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601483044&LIC=HORIZRC072N5&SAW= 5/18/2018
HORIZON RETAIL CONST INC
Received by L&I Effective date
03/13/2018 03/29/2018
Expiration date
03/29/2019
Insurance history
Savings
No savings accounts during the previous 6 year period.
Lawsuits against the bond or savings
No lawsuits against the bond or savings accounts during the previous 6 year period.
L81 Tax debts
No L81 tax debts are recorded for this contractor license during the previous 6 year period, but some debts
may be recorded by other agencies.
License Violations
Infraction no.
NJONB01457
Issue date
10/02/2017
Violation city
STURTEVANT
Type of violation
CONSTRUCTION INFRACTION
Description
Subcontracting to or using an unregistered
contractor.
Satisfied
RCVV/VVAC
18.27.200(1)(e) RCW
Violation amount
$1,000.00
Workers' comp
Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums.
L8I Account ID
861,958-00
Doing business as
HORIZON RETAIL CONSTRUCTION
Estimated workers reported
Quarter 1 of Year 2018 "4 to 6 Workers"
L&I account contact
T3 / KENT ANDERSON (360)902-6963 - Email: ANDN235@lawa.gov
Account is current.
Public Works Strikes and Debarments
Verify the contractor is eligible to perform work on public works projects.
Contractor Strikes
This contractor received a valid strike(s) for violation or infraction for the following L&I law(s). Learn more about
contractor strikes.
RCW Violation
18.27.200
Description
Failure to comply with contractor registration
requirements, per RCW 18.27
Contractors not allowed to bid
No debarments have been issued against this contractor.
Effective Date
9/24/2009
Workplace safety and health
Check for any past safety and health violations found on jobsites this business was responsible for.
Inspection results date
03/06/2018
Inspection no
317948086
Location
17261 Southcenter parkway
Tukwila, WA 98188
No violations
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HORIZON RETAIL CONST INC
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Washington Slate Dept. of Labor & Industries. Use of this site is subject to the laws of the slate ot VVashington.
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27'-4"
SM-20N ACROVYN 4000
WALL CONDRION
SPECIFIED FASTENER
DRILL DIAMETERS
C/S PART
NUMBER
WALL
RETAINER
STEELSTUD/GYPSUM WALL
WOOD STUD/GYPSUM WALL
#6 X 1 5/8' BUGLE HEAD SHEET METAL SCREW
N/A
1/8'
90H079002
CONCRETE/CONCREfE BLOCK
AF{ PLASTIC ANCHOR
#10 X 1 12' PHI WPS PAN HEAD SMS
1/4'
9/32'
90H039004
90H189002
CONCRETE/CONCRETE BLOCK
END CAP ATTACHMENT
1/8' BUND RIVET
#8 SAE FLAT WASHER STEEL PLATED
N/A
5/32'
90H111002
90H010003
STEEL STUD
(BY OTHERS)
G.W.B. --{
(BY OTHERS)
3"
[76.1mm]
3/8"
[9.5mm]
REGRIND RETAINER
(24U026000)
#6 X 1 5/8" BUGLE HD SMS
18" [457.2mm] MAX.
ACROVYN 4000 COVER
(24U002xxx)
ACROVYN CHAMELEON
(24U634xxx)
R 1 /4"
[R6.4mm]
Apri CORNER GUARD DETAIL
SCALE: NTS
CEILING
1/4" [6.4mm] CAP
TOP & BOTTOM �I
FLOOR
1/16"
_ [1.6mm]
TOP &
BOTTOM
0=
t- BASE HGT.
336'-11 "
FLOOR PLAN LEGEND
EXISTING WALL
NEW MASONRY WALUINFILL
NEW STUD WALL
j/7//////. NEW LOW STUD WALL
FLOOR PLAN GENERAL NOTES
1. CURING AND HARDENER- SEE SPECIFICATIONS FOR CURING PROCEDURE AND MATERIALS
REQUIRED FOR CURING AND HARDENING OF INTERIOR AND EXTERIOR CONCRETE SLABS.
2. CONCRETE SLAB JOINTS- SEE STRUCTURAL DRAWINGS FOR TYPICAL
CONCRETE SLAB JOINT LOCATIONS, REINFORCING AND DETAILS FOR THE FOLLOWING:
A. ENTRY VESTIBULE
B. TRUCK WELL
C. SIDEWALK
3. MISCELLANEOUS WOOD BLOCKING- G.C. SHALL PROVIDE ALL NECESSARY F.R.T.WOOD
BLOCKING OR METAL F.R.T. STUD BLOCKING FOR ALL WALL SUPPORTED DEVICES, I.E.
ACCESSORIES, PANELS, EQUIPMENT ETC PER THE DEVICE MANUFACTURER'S
RECOMMENDATIONS.
4. BUILDING SERVICES AND EQUIPMENT UTILITY DROPS- THE LOCATIONS
OF ALL UTILITY DROPS INCLUDING FIRE, ELECTRICAL, PLUMBING ETC. MUST BE WITHIN 18"
OF OF DOOR OPENINGS ON PERIMETER ALLS INSIDE THE BUILDING. NO LOCATIONS OF
UTILITY DROPS WILL BE ACCEPTED OUTSIDE OF THESE AREAS BEFORE RACK SYSTEM
INSTALLATION.
5. EXTERIOR AND INTERIOR PIPE BOLLARDS TO HAVE RED COVERS. POLYPROPYLENE
COVERS BY -IDEAL SHIELD
6. THE GENERAL CONTRACTOR MUST VERIFY WITH FINAL FIXTURE PLAN BEFORE BUILDING
INTERIOR PARTITIONS.
FLOOR PLAN KEYED NOTES
0
O
O
O
YELLOW LOADING ZONE STRIPING w/ RED NO PARKING LETTERING
60'W x 36" D x 60"H PROPANE STORAGE CAGE (BY OTHERS)
6" DIAMETER CONCRETE FILLED STEEL PIPE BOLLARD TYPICAL AT SIDES AND REAR OF BUILDING -
REFER TO DETAIL 3/A504
NOT USED.
EXISTING STEEL COLUMN, TYPICAL - PAINT PER DETAIL 1/A800
0 EXISTING INTERNAL 6" ROOF DRAIN - G.C. TO FIELD VERIFY.
i
i
46'-11i"
43'-0"
WAREHOUSE
103
i
43'-0"
i
43'-0"
43'-0"
47'-0"
FLOR&DE
88784
(E ISTI G
86337 S.F.
ofi TENANT FLOOR PLAN
SCALE: 1/16" = 1'-0"
A: LE A
NOTE:
REFERENCE SPECIFICATIONS
SECTION 03 35 00
"POLISHED CONCRETE" FOR
DESIGN MIX
NORTH
i
43'-72'
i
12
13
NEW INTERIOR DOWNSPOUT - REFER TO SHEET A301.
CONCRETE PAD AT EXTERIOR DOORS
NEW GAS METER LOCATION. SEE CIVIL AND PLUMBING PLANS.
42" HIGH HANDRAIL - SEE DETAIL 2/A504
TRENCH DRAIN AT TRUCK WELL - SEE CIVIL FOR DETAILS
TRANSFORMER - SEE CIVIL AND ELECTRICAL. COORDINATE TRANSFORMER PAD REQUIREMENTS AND
PRIMARY CONDUIT INSTALLATION WITH UTILITY PROVIDERS'S STANDARD DETAILS.
DOMESTIC AND FIRE RISERS - SEE CIVIL FOR UTILITY ROUTING. PROVIDE DETECTOR CHECK VALVES
PER LOCAL UTILITY REQUIREMENTS. COORDINATE SIAMESE AND PIV LOCATIONS WITH LOCAL FIRE
DEPARTMENT.
FLUSH CURB CONDITION - SEE CIVIL
O 6" THICK REINFORCED CUSTOMER LOAD -OUT SLAB - SEE CIVIL AND STRUCTURAL FOR SLAB EDGE
CONDITIONS AND REINFORCEMENT.
O 6" REINFORCED CONCRETE TRUCK WELL SLAB - SEE CIVIL AND STRUCTURAL FOR SLAB EDGE
CONDITIONS AND REINFORCEMENT.
17 NOT USED.
18, COMPACTOR CHUTE AND CONTAINER BY FLOOR AND DECOR VENDOR. COORDINATE ELECTRICAL
REQUIREMENTS .
0 NOT USED.
20 8" REINFORCED COMPACTOR SLAB. SEE CIVIL FOR IDEAL SLOPE AND STRUCTURAL FOR SLAB EDGE
CONDITIONS, AND REINFORCEMENT.
21 6" REINFORCED CONCRETE SLAB - SEE STRUCTURAL FOR REINFORCEMENT
22 NOT USED.
0 EXTERIOR ANGLE AT LOADING DOCK WALL.
0 NEW EGRESS DOOR WITH METAL STAIRS, RAILING AND NEW LANDING.
O EXISTING EGRESS DOOR TO REMAIN.
O WALL INFILL STRUCTURE. RE: STRUCTURAL & FIRE PROTECTION
O NEW VESTIBULE/ENTRY CENTERED ON EXISTING STRUCTURAL PILASTERS AT THIS LOCATION.
28 8" STEEL STUD WALL, TO HIDE NEW PLATE AT BOTTOM.
29 EX. 8" STORM DRAIN LINE FROM EX. 6" ROOF DRAIN LEADERS, TO U.G. STORM DRAIN SYSTEM.
SEPARATE PERMIT
REQUIRED FOR:
Cly id Tv nbgn
��.CIVEKM
REVISIONS ---t
o than s4a41
rrade to thP► no
of t*irl�Y'7#i*f . T1..oC
approval ;A
:ta Biiildino Division.
It) -.-;..3'3-1S will require a new R! submittal
and may inc:ude additional plan review fees.
FILE COPY
Permit No. PG) l P— 00(07
Plan review approval is subject to errors and omissions.
Approval of construction documents does not authorize
the violation of any adopted code or ordinance. Receipt
o, improved Fold Copy and conditions is acknowledged:
8y:
Data: 2'-' (i - I b
City of Tukwila
BUILDING DIVISION
1/A502
1/A501
10'-102"
12'-5"
4-HB
0
DESIGN BUILD RM
118
144 SQFT
•
ABOVE
JANITOR
107
115 SQFT
—
I
WOMENS
106
221 SQFT
pR
r
1
DATA
116
64 SQFT
CORRIDOR 1
108
o; o
0
le
(I;o
®D
0
0
MENS
105
223 SQFT
:o 0
.
4
FD
VEND.
0
VEND.
`ypl/Np�y
BREAK ROOM
109
383 SQFT
ASSIST. ROOM
114
103 SQFT
CEM
115
141 SQFT
C
REVIEWED FOR
)DE COMPLIANCE
APPROVED
MAY 16 2018
1A/Z
City of Tukwila
BUILDING DIVISION
TRAINING
110
244 SQFT
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CORRIDOR 2
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ENLARGED OFFICE FLOOR PLAN
SCALE: 3/16" = 1-0
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NORTH
SAKE REINDERSMA
ARCHITECT
5450 E. High Street, Suite 200
Scottsdale, Arizona 85054
p: 480.515.5123 f: 602.513.7193
www.sra360.com
AKE H. REINDERSMA
STATE OF WASHINGTON
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TUKWILA
PUBLIC WORKS
RECEIVED
ITV OF TUKWILA
MAY 0 Ia 2018
PERMIT CENTER
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date: 05/3/2015
issued for:
FOR PERMIT
revision date:
no.:
OWNER REVISION
08-28-17
/2 \ GIN CORR
05-3-I5
job no.: 17-027
sheet title: FLOOR PLAN
3/A201
I
8" PVC OVERFLOW
DRAIN LINE AT 2%
(TYP.)
4/A201
ROOF SLOPE
8" PVC OVERFLOW
DRAIN LINE AT 2%
(TYP.)
H VAC SETBACK, TYP
ROOF PLAN
SCALE: 1/16" = 1'-0"
ENLARGED MAPES ROOF PLAN @ ENTRY
SCALE: 1/4" = 1'-0"
SLOPE
RIDGE
RIDGE
8" PVC OVERFLOW DRAIN LINE
AT 2% (TYP.)
-•14 PIPE FLOW DRECTION
NORTH
NORTH
2/A201
±79'-11"
8" PVC OVERFOW DRAIN LINE
AT2%(TYP.) f
T
RIDGE
ROOF SLOPE
ROOF SLOPE
RIDGE
8" PVC OVE FLOW DRAIN LINE
AT 2% (TYP.)
- — — — —
PIPE FLOW DIRECTION
8/A304
CANOPY BY VENDOR — UNDER SEPARATE PERMIT
8" PVC OVERFLOW
DRAIN LINE AT 2%
(TYP.)
ROOF SLOPE
ROOF SLOPE
8" PVC OVERFLOW
DRAIN LINE AT 2%
(TYP.)
HVAC SETBACK, TYP
///////</
ROOF PLAN KEYED NOTES
NEW 60 MIL. TPO ROOF (MECHANICALLY FASTENED) MIN. R-23 AGED POLISOCYANURATE
ROOF INSULATION ON EXISTING PLYWOOD DECK BY G.C..
NEW 60 MIL. TPO ROOF (MECHANICALLY FASTENED) MIN. R-23 AGED POLISOCYANURATE
ROOF INSULATION ON NEW 1-1/2" METAL DECK BY G.C.
RECOVERY BOARD W/ TPO OVER METAL DECK - BY G.C.
EXTERIOR CANOPY UNDER SEPARATE PERMIT. COORDINATE WITH ARCHITECT.
PREFINISHED GUTTER AND DOWNSPOUTS, REFER TO PLUMBING.
GUTTER AND PIPING BY G.C., REFER TO PLUMBING.
NEW ROOF TOP MOUNTED HVAC EQUIPMENT INSTALLED BY G.C,. COORDINATE W/
STRUCTURAL AND MECHANICAL FOR INSTALLATION OF CURB ADAPTER WHERE OCCURS.
SEE STRUCTURAL FOR ADDITIONAL FRAMING SUPPORT AT CURBS.
NEW 30" ROOF HATCH W/ SAFETY POST AND LADDER, BY G.C., SEE 9/A503.
DASHED LINE INDICATES EXISTING DEMISING WALL BELOW.
EXISTING ROOF DRAINS WITH INTERIOR LEADER PIPE ATTACHED TO COLUMNS TO U.G.
STORM DRAIN -TO BE RE -USED.
NEW VENT THRU ROOF, V.I.F., SEE PLUMBING
NEW FLUE TO ROOF VENT CAP V.I.F., SEE PLUMBING
13 SMOKE AND HEAT VENTS BY G.C., RE: 12/A202. SEE HPS SHEET FOR HIGH PILE ANALYSIS,
LOCATIONS AND SMOKE/HEAT VENT CALCULATIONS.
PROTECTIVE WALK PAD BY G.C. - PROVIDE ROOF MFG'S STANDARD FULLY ADHERED WALK
PADS IN LOCATIONS SHOWN - WALK PAD WIDTH TO BE DOUBLE ON SERVICE SIDE OF HVAC
UNIT.
DOCK CANOPY. SEE SHEET 10/A504.
16 ADD OVERFLOW DRAIN, PER DETAIL 1/A202, AND 8" SEPARATE PIPE TO DAYLIGHT
PIPE TO OUTSIDE OF BUILDING PER DETAIL 4/A201.
ROOF DRAIN CALC
ROOF TRIBUTARY AREA PER (3) OVERFLOW DRAINS = 44,392 SF
MANNING FORMULA:
1.2"/hr (25 YR STORM) x 0.8 RUNOFF x 44,392 / 43,560 = 0.978 c.f.s
REQUIRED:
0.978 c.f.s. = 7.1 sq. in. @ 2% SLOPE
PROVIDED:
8" PIPE = 25.14 sq. in.
AL MATCH EXISTING
TIO PANEL
TBD
NEW JOIST BEARING
EMBEDS, REFER TO
STRUCTURAL
DRAWINGS.
NEW ROOF OVER AL 18'-0" AFF
NEW DOCK PAINT LINE / REVEAL
•
NEW ROOF OVER
NEW CANOPY AT
PRO SALES.
ROOF KEY PLAN
SCALE: 1/4" = 1'-0"
PIPE GUARD AND
CONNECTIONS PER
MANUFACTURE
DOWNSPOUT AND
STRAP
WALL PER PLAN
STEEL PIPE GUARD
BEACON
(BPGWM636-Y)
AT REAR WALL,
POWDER COATED
YELLOW - SEE
ELEVATIONS FOR
LOCATIONS INSTALL
PER MANUFACTURES
RECOMMENDATIONS.
DOWNSPOUT
DOWNSPOUT
AND CLEAN -OUT
SEE CIVIL FOR
CONTINUATION
OF DRAIN IF
REQUIRED
PLAN VIEW
ELEVATION VIEW
DOWNSPOUT DETAILS
SCALE: 1/2" = 1'-0"
ROOF PLAN GENL NOTES
1. REFER TO ROOF SYSTEM MANUFACTURER'S WRITTEN INSTRUCTIONS FOR
INSTALLATION OF A COMPLETE ROOF SYSTEM.
2. GENERAL CONTRACTOR TO COMPLY WITH ALL OCCUPATIONAL, HEALTH AND SAFETY
REGULATIONS REQUIRED BY OSHA OR EQUIVALENT APPLICABLE CODES. ANY
CONSTRUCTION REQUIRED TO MEET ABOVE STATED REGULATIONS SHALL NOT
COMPROMISE ROOF WARRANTY.
3. ALL GAS PIPING ON ROOF SHALL BE PAINTED (SAFETY YELLOW) 2 COATS OF ENAMEL.
4. ROOF TOP EQUIPMENT LOCATIONS- VERIFY SIZE OF OPENINGS AND LOCATION OF ALL
ROOF TOP MOUNTED HVAC EQUIPMENT WITH MECHANICAL, ELECTRICAL ,
PLUMBING AND STRUCTURAL REQUIREMENTS AND DETAILS.
5. TAPERED CRICKETS- PROVIDE TAPERED ROOF INSULATION AT ALL HAVC UNITS AND
ROOF SCUTTLE TO PROVIDE PROPER DRAINAGE ROUTING AT EACH LOCATION.
6. ROOF PENETRATIONS- SEE DETAILS ON SHEET A202 FOR TYPICAL ROOF
PENETRATIONS FOR ELECTRICAL, GAS AND PLUMBING PIPING.
7. FLUE AND VENT DETAILS- SEE DETAILS ON SHEET A202 FOR TYPICAL ROOF
PENETRATIONS FOR FLUE AND VENT PIPE PENETRATIONS.
8. COORDINATE ROOF ELEVATIONS WITH STRUCTURAL DRAWINGS. REFER TO
SPECIFICATIONS FOR ROOF WARRANTIES, CURBS, FLASHING DETAILS, ETC.
9. THE ROOF SHALL NOT BE USED FOR STOCKPILING OF EQUIPMENT OR MATERIALS
UNLESS APPROVED IN WRITING BY ARCHITECT AND STRUCTURAL ENGINEER.
10. REMOVE ROOF WASTE, EMPTY ADHESIVE CONTAINERS, AND OTHER DEBRIS ON A
DAILY BASIS.
11. CONDENSATE PIPING AND GAS PIPING SHALL BE SECURED TO ROOF WITH PRE -
MANUFACTURED SUPPORTS WITH ADDITIONAL ROOF MEMBRANE REINFORCEMENT
AT EACH SUPPORT LOCATION.
3/A201
10'-0" AFF
PAINT LINE I REVEAL
NEW DOWNSPOUT
NOZZLE: JOSAM
#25010-BS OR
APPROVED EQUAL, AS
REQUIRED
RE: CIVIL FOR.
DOWNSPOUT TO
DAYLIGHT LOCATION.
RE: PLUMBING FOR
REQUIRED SIZE
OF DOWNSPOUT
NOZZLE IF USED
AL 0'-0" AFF
FINISH FLOOR
NEW BACKFILL RE:
CIVIL
ROOF MEMBRANE OVER
BONDING ADHESIVE -
EXTEND UP OVER BLOCKING
AT TOP OF PARAPET.
CANT STRIP, SEE DETAIL 4/A202
ROOF MEMBRANE OVER
RIGID INSULATION (MIN. R-23)
OVER STEEL DECK. REFER
TO NOTES ON A201
ROOF DRAIN SUMP RE: PLUMBING
STEEL JOIST, REFER
TO STRUCTURAL
DRAWINGS
ROOF DRAIN
LEADERS: SEE
PLAN, DRAINS AND
8" OVERFLOW MAY
BE AWAY FROM
PARAPET
DOWNSPOUT, SIZE TO
WRAP DRAIN LEADERS,
PREFINISHED TO MATCH
WALL. RE: PLUMBING
FOR REQUIRED SIZE
7 1/4" CONCRETE PANEL
REFER TO STRUCTURAL
DRAWINGS.
STEEL DOWNSPOUT
GUARD AT EACH
DOWNSPOUT ATTACH
W/ EXPANSION BOLTS
(BEACON BPGWM636-Y)
3/A201
NEW 6" CONCRETE
SLAB, REFER TO
STRUCTURAL
DRAWINGS
NEW I-OUNDAI ION,
FOOTING, AND BACKFILL
RE: STRUCTURAL;
RE: CIVIL
REVIEWED FOR
CODE COMPLIANCE
APPROVED
MAY 16 2018
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
MAY 0 E, 2018
PERMIT CENTER
SAKE REINDERSMA
ARCHITECT
5450 E. High Street, Suite 200
Scottsdale, Arizona 85054
p: 480.515.5123 f: 602.513.7193
www.sra360.com
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11273
SAKE H. REINDERSMA
STATE OF WASHINGTON
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date: O5/S/2OI8
issued for:
FOR PERMIT
revision
date:
no.:
OWNER REVISION
05-25-17
2 CITY GORR
05-5-I8
job no.: 17-027
sheet title: ROOF PLAN
sheet no.:
EX. ROOF DRAIN
STRAINER
EDGE OF LEAD
FLASHING
BEGINNING OF
TAPERED ROOF
DRAIN SUMP
EX. 6" ROOF
DRAIN
LEADER
ENSURE THAT ROOF CURBS ARE LEVEL.
NOTE: BASE FLASHINGS SHALL BE
TRIMMED FLUSH WITH TOP OF CURB
AND SHALL NOT BE ALLOWED TO LAP
ONTO TOP OF CURB.
COUNTERFLASHING
i�:,uww u
NEW OVERFLOW DRAIN
STRAINER
COMPRESSION
RING
DRAIN BOWL
RIGID INSULATION
BOARD
TREATED WOOD
NAILERS - SECURE
TO WOOD DECK
DECK CLAMP
EX. WOOD DECK
NEW 8" OVERFLOW
LINE TO NEW DRAIN
LINE UNDER ROOF
TO DAYLIGHT, SEE
ROOF PLAN AND
DETAIL 4/A201
NOTE: INSTALLATION OF COUNTER FLASHING MUST BE COORDINATED
BETWEEN ROOFING CONTRACTOR AND MECHANICAL CONTRACTOR TO
INSURE THAT SCREWS USED FOR SECURING COUNTER FLASHING ARE
INSTALLED LOW ENOUGH TO INSURE THAT SCREW HEADS WILL NOT
INTERFERE WITH RTU FITTINGS ON CURB SCREWS MUST BE INSTALLED
BELOW BOTTOM OF RTU TO ALLOW SCREW HEADS TO BE EXPOSED FOR
REMOVAL IN THE FUTURE, COUNTER FLASHING SHALL BE INSTALLED AS
SOON AS BASE FLASHING ARE INSTALLED.
EXHAUST FANNENT/ETC.
APPROVED SEALANT, CONTINUOUS, AS REQUIRED
CORROSION RESISTANT HEX HEAD SCREWS WITH WEATHERPROOF WASHERS.
MINIMUM 2 SCREWS PER SIDE EQUALLY SPACED. FASTENER HEADS AND WASHERS
FULLY SEALED WITH APPROVED SEALANT.
.040 MILL FINISHED ALUMINUM COUNTERFLASHING HEMMED TO ALLOW COUNTERFLASHING
TO SERVE AS TERMINATION BAR AND COUNTERFLASHING FASTENED MAX. 6" O.C.
FASTENER HEADS AND WASHERS SHALL BE FULLY SEALED W/ APPROVED SEALANT.
FULLY ADHERED SINGLE PLY MEMBRANE BASE FLASHINGS,
EXTEND UP OVER CURB
/APPROVED SCREWS AND PLATES, TERM BAR, REINFORCED SECUREMENT STRIP OR
/ OTHER APPROVED METHOD OF SECUREMENT.
SINGLE PLY ROOF MEMBRANE
ROOF INSULATION
PLYWOOD ROOF DECK
DETAIL AT EXHAUST FAN/ROOF EQUIPMENT FLASHING
SCALE: 1 1/2" 1 0
PROVIDE CONT. BAND OF
SEALANT - WIPE OFF EXCESS
6" WIDE JOINT COVER PLATE -
CRIMP EDGES OVER BOTTOM
OF COPING CAP - PAINT TO
MATCH
PREFINISHED COPING CAP AND
EDGE FLASHING TO MATCH P-4
ISOMETRIC
ROOF - TYPICAL COPING JOINT
SCALE: NTS
PREFINISHED COPING TO
MATCH P-4
SNAP LOK COPING
- CONT. CLIP ANGLE
TERMINATION BAR
- SEE MANUFACTURER'S
RECOMMENDATIONS
WALL PER PLAN
TPO CORNER PATCH PER
MANUFACTURER'S
RECOMMENDATIONS
WRAP DOWN
MINIMUM OF 1"
DOWN FRONT FACE
WRAP TPO UP OVER
AND DOWN FACE OF
PARAPET
TPO ROOF
SYSTEM
CANT STRIP
TPO ROOF CORNER PARAPET DETAIL
SCALE: NTS
7/A202
MIN 18"'
i
EMT/RIGID CONDUIT
SHALL BE LOCATED
MINIMUM 18" FROM
PARAPET, SIDE OF
CURB, ETC.
PARAPET
SONNEBORN NP-1 SEALANT
APPROVED FASTENERS
HEAVY DUTY GALVANIZED
CONDUIT BRACKET TO BE
SPACED 5' ON CENTER
MAXIMUM
ELECTRICAL CONDUIT
APPROVED FASTENERS
SONNEBORN NP-1 SEALANT
SINGLE PLY MEMBRANE WALL
FLASHING
SINGLE PLY MEMBRANE WALL
FLASHING
APPROVED NON -REINFORCED
FLASHING
STAINLESS STEEL CLAMP
EMT/RIGID CONDUIT
APPROVED SEALANT/MASTIC
CONDUIT SHALL BE SPACED MINIMUM
18" APART TO ALLOW ADEQUATE
SPACE FOR FLASHINGS.
PARAPET
WALL MOUNTED CONDUIT
1/2" MIN.
HOT AIR WELD, TYPICAL
PARAPET
1
1.5" TO 2"
1
CONDUIT WALL PENETRATION
NOTES:
1. NEW WALL PENETRATIONS FOR ELECTRICAL CONDUIT, ETC. SHALL BE FLASHED UTILIZING MEMBRANE FLASHINGS IN THE SAME MANNER AS
F THEY WERE ROOF PENETRATIONS. SEALANT ONLY SHALL NOT BE ACCEPTABLE.
2. NEW ROOF PENETRATIONS FOR ELECTRICAL CONDUIT, ETC., IF REQUIRED, SHALL BE LOCATED MINIMUM 18" FROM PARAPET, CURB, ETC.
AND SHALL BE FLASHED UTILIZING PREFORMED MEMBRANE FLASHINGS. PITCH POCKETS SHALL NOT BE ACCEPTABLE.
3. CONDUIT TO BE USED FOR ROOF PENETRATIONS SHALL BE EMT/RIGID CONDUIT. FLEXIBLE CONDUIT SHALL NOT BE ACCEPTABLE FOR ROOF
PENETRATIONS.
4. CONDUIT FOR ROOF PENETRATIONS SHALL BE MINIMUM 18" HIGH ABOVE NEW/EXISTING ROOF MEMBRANE.
5. WALL MOUNTED CONDUIT, IF REQUIRED, SHALL BE FASTENED USING HEAVY DUTY GALVANIZED CONDUIT BRACKETS WITH 2 FASTENER PER
BRACKET. GALVANIZED CONDUIT BRACKETS SHALL BE SPACED MAXIMUM 5' ON CENTER. PRIOR TO FASTENING CONDUIT BRACKETS,
SONNEBORN NP-1 SEALANT SHALL BE APPLIED BETWEEN FASTENING FLANGE ON CONDUIT BRACKETS AND MEMBRANE WALL FLASHING.
FASTENER HEADS OF FASTENERS USED FOR SECURING CONDUIT BRACKETS SHALL BE FULLY SEALED WITH NP-1 SEALANT.
CONDUIT DETAILS
SCALE: 3/4" = 1'-0"
WIDTH TO FIT WALL THICKNESS
METAL COPING PROFILE
CONTINUOUS CAP FLASHING
ROOF MEMBRANE
CONT CAULK VERTICAL
SEAM AT EDGE
MITER EXPOSED SIDES AT 45°
CONTINUOUS CAP FLASHING
STAINLESS STEEL
CLAMPING RING
ROOF INSULATION
SEE SPECS
ISOMETRIC
APPROVED SEALANT/MASTIC
PRE -MOLDED PIPE FLASHING
APPROVED FASTENERS AND
PLATES PER MANUFACTURER'S
REQUIREMENTS
HOT AIR WELD
SINGLE PLY ROOF MEMBRANE
TPO - SMALL PIPE PENETRATION
SCALE: 1 1/2" = 1'-0"
LINE OF VERTICAL CAP - CUT AS
SHOWN. BENT AND LOCATED
UNDER ADJACENT CAPS
MITER CORNERS (TIGHT) WITH
CONT CAULK BEAD
LINE OF VERTICAL CAP - CUT AS
SHOWN. BENT AND LOCATED
UNDER ADJACENT CAPS
ADDITIONAL SUPPORT
/BRACING BY G.C., SEE
STRUCTURAL
SAKE REINDERSMA
ARCHITECT
5450 E. High Street, Suite 200
Scottsdale, Arizona 85054
p: 480.515.5123 f: 602.513.7193
www.sra360.com
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date: 05/3/20I8
issued for:
FOR PERMIT
revision
no.: date:
AOYVNER REVISION
08-25—17
CITY CORR
05-3-18
job no.: 11-021
sheet title:
ROOF
DETAILS
TRANSLUCENT COVER
WITH METAL CURB
(REFER TO MANUF.
SPECIFICATIONS)
LATCH ASSEMBLY
ROOF MEMBRANE OVER
BONDING ADHESIVE ON
CURB (REFER TO MANUF.
SPECIFICATIONS)
MANUAL RELEASE,
CONFIRM USE WIT
LOCAL FIRE
DEPARTMENT
ROOF MEMBRANE SEALED
LAP JOINT (REFER TO
MANUF. SPECIFICATIONS) -
ROOF MEMBRANE
(REFER TO
SPECIFICATIONS)
WOOD DECK, TYP
EXISTING ROOF FRAMING
NYSTROM SMOKE ESCAPE
SVLA48x96D1N280R
ADDITIONAL SUPPORT
/BRACING BY G.C., SEE
STRUCTURAL
INSIDE MANUAL RELEASE
HEAT & SMOKE VENT DETAIL
APPROVED SEALANT/MASTIC
HOT AIR WELD
APPROVED FASTENER
AND PLATES
/— STAINLESS STEEL
I` CLAMPING RING
APPROVED NON -
REINFORCED FLASHIN
1/2" MIN.
12" MAX.
—1" MIN.
CURB SCHEDULE
INSULATION THICKNESS
CURB
HEIGHT
3" RIGID INSULATION
14"
6" RIGID INSULATION
18"
9" RIGID INSULATION
24"
ALUMINUM BRACING TUBE
FUSIBLE LINK RATED
360 DEGREES FAHRENHEIT
MIN. 6" WIDE SINGLE
PLY MEMBRANE FLASHING
APPROVED LAP SEALANT
LATION, SEE SPECS
TPO - VENT PIPE PENETRATION
SCALE: 1 1/2" = 1'-0"
THERMALIZED LID
FRAME EXTRUDED
ALUMINUM
CAP FLASHING
EXTRUDED
ALUMINUM
METAL CURB
MIN. 2" TAPERED
RISE AT CURB ON
HIGH SIDE
EXISTING ROOF FRAMING
REVIEWED FOR
CODE COMPLIANCE
APPROVED
MAY 1620i6
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
MAY 042013
PERMIT CENTER