13-100780 •
5 0 3uilding - Commercial
City of FeWay Permit #: 13-100780-00-CO
Community&Econ.on.Dev.Services
33325 8th Ave S
Federal Way,WA 98003 IPh:(253)835-2607 Fax:(253)835-2609 Inspection Request Line: (253)
835-3050
Project Name: DAVITA-PHASE III
Project Address: 32275 32ND AVE S Parcel Number: 215465 0080
Project Description: ADD-Interior remodel including partition walls,ceiling and finishes. Exterior work
includes new ramps,stairs, patio,and canopies. Plumbing& mechanical by separate
permit.
Owner Applicant Contractor Lender
ARC TRSEAWA001 LLC DAVITA SELLEN CONSTRUCTION OWNER IS LENDER
106 YORK RD 1423 PACIFIC AVE SELLEC*372ND(6/1/13)
JENKINTOWN PA 19046 TACOMA WA 98402 PO BOX 9970
SEATTLE WA 98109
I
Census Category: 437 - Commercial alt/add/conversion
Includes: #1 #2 #3 #4
Occupancy Class: B
Construction Type: Type Ill -B
Occupancy Load:
Floor Area(sq.ft.) 15,500 0 0 0
Additional Permit Information
Building Pre-con.Meeting Required? No Existing Sprinkler System in Building? Yes
Mechanical to be Included? No Number of Stories 2
Permit for Building Shell Only? No Plumbing to be Included? No
Special Inspection(s)Required? Yes New/Additional Sq.Feet-Total 0
Occupancy#1 -Use Professional Zoning Designation OP-1
Services/Offices
No Fixtures Associated With This Permit !!
PERMIT EXPIRES Sunday, September 22, 2013
Permit Issued on Tuesday, March 26, 2013
I hereby certify that the above information is correct and that the construction on the above described property and
the occupancy and the use will be in a' ordance with the laws, rules and regulations of the State of Washington
and the City of Federal Way.
Owner or agent: 7-----
t f. Date: �' . • ,�
r.
Mom wirlownr
City of Federal Way ID
Certificate of Occupancy
This Certificate issued pursuant to the requirements of Section 110.2 of the International Building Code certifying that
at the time of issuance, this structure was in compliance with the various ordinances of the City regulating building
construction or use. This certificate is valid ONLY when endorsed by City staff.
Tenant Name: DAVITA-PHASE III Permit#: 13-100780-00-CO
Address: 32275 32ND AVE S
Includes: #1 #2 #3 #4
Occupancy Class: B
Construction Type: Type III-B
Occupancy Load:
Floor Area(sq.ft.) 15,500 0 0 0
Owner Name: ARC TRSEAWA001 LLC
Owner Address: 106 YORK RD
JENKINTOWN PA 19046
Building Official Date
The priority focus in the review and inspection made by the City prior to issuance of this Certificate was on those matters which
experience has shown most sever-1y affect the health and safety of the general public. Although the City has made as complete a
review and inspection as is reasonably possible(within budgetary time and personnel limitations), the City neither guarantees nor
warrants to the owner/occupant or to any other person that this Certificate evidences strict compliance with each and every
ordinance or regulation of the City or the State of Washington affecting the construction or use of said structure or the land upon
which it is situated. Such compliance is the responsibility of the owner and/or occupant of the premises. J/
TATE INSPECTOR AREA AND TYPE € ;VSPECTION
4S c e SCS de4, / /`)ti )oe,L.s --iy srfz.
S-Z;3-v(j <T-- Gr /'� ✓ U FD _ --4-1../A///16P
j--(4-13 V-1:'-Va knn,\L'il
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s
L- i �1-1-- - r" i, 144 1 4ry (& : z.
l-)z'7--f 3 �� frt ,1r.\CT �� -€4-4`� �/z,diu,-- 44,1 ,
7!'� /3 a' 4i / 'iraiii., tel, /./.140/i gtGcY - ---- -
Am... ..444kihk.., : THIS CARD IS TO ' "MAIN ON-SITE •
CITY OF • Construction Innection Record
Federal Way INSPECTION REQUESTS: (253) 835-3050
PERMIT #: 13-100780-00-CO Address: 32275 32ND AVE S
Project: ARC TRSEAWA001 LLC FEDERAL WAY, WA 98003
Scheduled inspections may be failed if this card is not on-site. DO NOT LOSE THIS CARD. Inspections are listed as close to sequential order as
possible(read left to right,top to bottom). Please schedule inspections as appropriate. Work must not be covered until it is approved. Check with your
inspector if you are unsure about any of the inspections or the inspection sequence. On-going inspections are logged on the back of this card.
o SWM Precon Site Mtg(4400) `❑ Initial Erosion Control(4365) -El Footings/Setback(4110)
Approved To be done prior to breaking ground Approved to place concrete
By Date By Date By Date
O Foundation Wall(4115) ❑ Drainage/Downspout(4040) .❑ Re-steel(4215)
Approved to place concrete Approved to backfill Approved to place concrete or grout
By Date By Date By Date
,
o Slab/Concrete Floor(4255) .0 Underfloor Framing(4285) '❑ Floor Sheathing(4105)
Approved to place concrete Approved to sheath floor Approved to install flooring
By Date By Date By Date
.
`0 Shear Walls(4245) �0 Roof Sheathing(4220) 0 Fire/Draft Stops(4095)
Approved to install siding Approved to install roofing Approved
By Date By Date By Date
El Interim Erosion Control(4370) Framing(4120)
Prior to scheduling a Framing inspection;
ApprovedElectrical,Plumbing&Mechanical Rough-in and Approved to insulate
Fire/Draft Stop inspections must be signed-off and
By Date approved. IBC 109.3.4 By Date
O Insulation (4150) ' ❑Gypsum Wallboard Nailing(4130) '❑ Suspended Ceiling Grid (4265)
Approved to install wallboard Approved to install mud&tape Approved to drop tile
By Date By Date By Date
. . I
❑ Final-Fire Department(4060) 0 Final-Planning ❑ Final Erosion Control(4375)
Approved Approved Approved
By Date By Date By Date
O Final-Building(4050)
Approved
_y Datety —C-(--T
l-
❑ Rough Electrical111 Final Electrical 111 Right of Way
Approved Approved Approved
By Date By Date By Date
4 -
-0 •
TURRENTINE
ENGINEERING
Turrentine Engineering, LLC • PO Box 2465, Lebanon, Oregon 97355 • Phone: (541)258-7004
SUSPENDED A.C.T. CEILING CLOUD
SEISMIC BRACING ANALYSIS AND
CONSTRUCTION REQUIREMENTS
FOR:
DAVITA T.I.
32275 32ND AVE. S.
FEDERAL WAY, WA 98001
U 'pe
ro,
ua 6t' m
•Q4634
C�q
S ONALI~T
I
CLIENT : T-BAR CONSTRUCTION, INC.
JOB NO.: 130703
PREPARED BY : SET
CHECKED BY :
DATE : 7-18-13 PAGE OF
, OM Project: •AVITA T.I.efr
Page: 2
Client: T-BAR CONSTRUCTION, INC. •
By. SET
Job No.: 13003 Date: 7-18-13
GENERAL NOTES
1.) THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL
DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE CONTRACTOR IS
RESPONSIBLE FOR ALL BRACING AND SHORING DURING CONSTRUCTION.
2.) ALL METHODS, MATERIALS, AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS
AS INDICATED IN THE BUILDING GENERAL STRUCTURAL NOTES AND THE PROJECT
SPECIFICATIONS.
3.) ALL ITEMS NOTED B.O. (BY OTHERS) INCLUDE INSTALLATION OF THE B.O. ITEMS.
SCOPE OF WORK
1.) THE DRAWINGS/DETAILS CONTAINED HEREIN ARE APPLICABLE ONLY TO THE SUSPENDED
A.G.T. CEILING CLOUDS AS CONTAINED HEREIN.
DESIGN CRITERIA
2005 IBC / ASCE "-05
SEISMIC: GRAVITY FORCES:
DESIGN CATEGORY = D DEAD LOAD = 4.0 PSF FOR WEIGHT OF CEILING SYSTEMS
IMPORTANCE FACTOR = 1.00
Sds = 082-1
OTHER:
METAL ROOF DECKING: 18 GA, ASSUMED MIN.
STATEMENT OF SPECIAL INSPECTIONS
1.) WHERE REQUIRED AS NOTED IN THE DRAWINGS, THESE NOTES, OR THE CONTRACT
DOCUMENTS. SPECIAL INSPECTIONS SHALL CONFORM TO CHAPTER 11 OF THE IBC.
2.) SPECIAL INSPECTION IS NOT REQUIRED FOR ANY OF THE CONSTRUCTION WITHIN THIS
SUBMITTAL.
A.C.T. CLOUD CONSTRUCTION REQUIREMENTS:
1.) THE CEILING CLOUDS SHALL BE CONSTRUCTED PER DETAILS "E3" AND "C" AS CONTAINED
HEREIN.
2.) REGARDLESS OF AREA, THE CEILING CLOUDS REQUIRE HORIZONTAL RESTRAINT (SEISMIC
BRACING) TO THE STRUCTURAL SYSTEM ABOVE. THESE RESTRAINTS SHALL BE IN THE
FORM OF SPLAYS PER DETAIL "1B".
3.) SEISMIC BRACING SPACING REQUIREMENTS:
REF: CLOUD BRACING PLANS "Al" THRU "A3".
TURRENTINE ENGINEERING, LLC • PO Box 2465, Lebanon, OR 97355 • (541) 258-7004
Project: •AVITA T.I. Page: 3
Client: T-BAR CONSTRUCTION, INC. By. SET
Job No.: 130508 Date: -I-15-13
CLOUD
PERIMETER \
-TYP.
MINI ,_
NMI ....
(-8IMAX.
,,if// TYP.
N 8" MAX.
O TYP. O
_ +___+
00
,0 t#
IIIIIII
MIN
\ L--.#
4'-6" / \
MAX.
4'-6" WIDE x 12'-0" MAX. / -6 /
MAX.
4'-6" WIDE x 16'-0" MAX.
NOTES:
I.) THE PURPOSE OF THESE PLANS IS TO 51-10W ONLY THE SEISMIC BRACE
QUANTITY AND LOCATIONS FOR THE "FLOATING" CEILINGS. REF: DETAIL "B"
FOR TYP. CONSTRUCTION REQUIREMENTS. REF: DETAIL "C" FOR TYP.
PERIMETER DETAIL. GRID SHOWN IS 2' x 2'.
di.2.) 5,-T INDICATES SEISMIC BRACE LOCATION PER DETAIL "B" WITH (2) SPLAY
WIRES DIRECTED AS INDICATED.
3.) :Lsaur INDICATES SEISMIC BRACE LOCATION PER DETAIL "B" WITH (3) SPLAY
WIRES DIRECTED AS INDICATED.
1G), CLOUD SPLAY WIRE BRACING PLANS
AlARCH. REF.: SHEET A3.14-3
TURPENTINE ENGINEERING, LLC • PO Box 2465, Lebanon, OR 97355 • (541) 258-7004
Project: IAVITA T.I. Page: 4
Client: T-BAR CONSTRUCTION, INC. By. SET
Job No.: 130508 Date: I-1 -13
I CONSTRUCT:
r--8 MAX.
,Jr. TYP.
et
c0
r —t
o
.4 f }-
, 4 .
-.0 ii.. 4
\
/ 8 -6" /
S'-0" WIDE x S'-m" MAX.
4'-6"
/ /
MAX.
4'-6" WIDE x 18'-0"
NOTES:
1.) SEE NOTES ON DETAIL "Al".
A 2
CLOUD SPLAY WIRE BRACING PLANS
TURRENTINE ENGINEERING, LLC • PO Box 2465, Lebanon, OR 97355 • (541) 258-7004
•
, T
Project: .AVITA T.I. Page: 5
Client: T-BAR CONSTRUCTION, INC. By. SET
%OM Job No.: 130508 Date: 1-15-13
r 1
° 4- i
410- 4
\
/ /
S'-0" UDE x 16'-ID" MAX.
NOTES:
1.) SEE NOTES ON DETAIL "Al".
A3
CLOUD SPLAY WIRE BRACING PLANS
TURRENTINE ENGINEERING, LLC • PO Box 2465, Lebanon, OR 97355 • (541)258-7004
Project: •AVITA T.I. I Page: (o
Client: T-BAR CONSTRUCTION, INC. By. SET
} %NM Job No.: 130103 Date: 1-18-13
I-LAG 150 SD EYE LAG
18 GA METAL ROOF SCREW (ER-5361)
DECKING (B.O.)
'6
12 GA HANGER WIRES g 4'-0"
O.C. ALONG MAIN RUNNERS WI
(3) TIGHT TURNS AT
CONNECT IONS
ti
12 GA SPLAY WIRE
AMRSTRONG 7301 MAIN RUNNERS SEISMIC BRACE
g 48" O.G. LOCATED PER CLOUD
BRACING PLANS "Al"
THRU "A3".
AMRSTRONG XL CROSS TEES
624" O.C.
60' MAX.
f .
�9 01 r0 SZi �� Qg�2. Q11
SEE DETAILS "Al" THRU "A3" FOR FLOATING
CEILING BRACING REQUIREMENTS
� B
TYP. A.C.T. CEILING CONSTRUCTION
TURRENTINE ENGINEERING, LLC • PO Box 2465, Lebanon, OR 97355 • (541) 258-7004
, T, Project: DAVITA T.I. Page: 1
Client: T-BAR CONSTRUCTION, INC. By. SET
Job No.: 130103 Date: 1-18-13
ti
ATTACH HANGER WIRE TO
STRUCTURE PER DETAIL "B".
12 GA HANGER WIRES 6 41-0" O.C.
MAX. W/ (3) TIGHT TURNS AT
CONNECTIONS
ARMSTRONG AXIOM TRIM CONT.
AROUND PERIMETER. ATTACH
TO EA. GRID MEMBER WITH
AXIOM T-BAR ATTACHMENT CLIP
PER MANUF. INSTRUCTIONS. USE
MANUF. SPLICE PLATES AT ALL
JOINTS AND CORNERS.
REF: ARCH. DETAILS AND
/' SPECIFICATIONS FOR SIZE.
/
/
//
//�— SPLAY WIRE BRACE WHERE
/� OCCURS. REF: DETAIL "B"
�/ AND "Al" TI-IRU "A3".
yg'–
i.
-� -i-I „ O 0 g 0 0 g 0
GRID MEMBER
8" MAX. TO
FIRST WIRE -TYP.
/C
TYP. FLOATING CEILING EDGE DETAIL
TURRENTINE ENGINEERING, LLC • PO Box 2465, Lebanon, OR 97355 • (541) 258-7004
. Turrentine Engineering, Le Project: DAVATI T.I. 0 Page:
PO Box 2465 Job#: 130703 By: SET
Lebanon, OR 97355 Date: 7/18/2013
LATERAL FORCE:
REF: ASCE 7-05, SECTION 13.3
Using ASD load combination including 0.7E, where E= QE= Fp U) Q
Z F-W
Ooh
Ref: H o a
ap= 1.00 [T13.5-1] QF- IT
SIDS= 0.827 From project specifications or calculated using D R z
USGS Seismic Ground Motion Calculator with J Z o
assumed Site Class= D Q o m
Wp= 4.00 psf [13.5.6.1] 0 o
1p= 1.00 [13.1.3]
Rp= 2.50 For bracing components except anchors in concrete. [T13.5-1]
Rp= 2.50 For anchors in concrete. Rp = 1.5 if not designed to [13.4.2]
be governed by the strength of a ductile steel element
or not complying w/ACI 355.2. Otherwise = Rp of component.
z= 10.50 ft
h = 28.00 ft
For all bracing components except anchors in concrete:
Fp= (0.7)(0.4)apSIDSWp(1/(Rp/Ip))(1+2(z/h)) = 0.65 psf [13.3-1]
For anchors in concrete additonal factor of 1.3 applied
per ASCE 7-05 13.4.2:
Fp2= (0.7)(1.3)(0.4)apSIDSWp(1/(Rp/Ip))(1+2(z/h)) = 0.84 psf [13.3-1],[13.4.2]
FpMAx= (0.7)1.6SIDSIpWp = 3.70 psf [13.3-2]
FpMIN= (0.7)0.3SIDSIpWp = 0.69 psf [13.3-3]
USE Fp = 0.69 psf
USE Fp2 = 0.84 psf wh,
Project: jv f'1 P 'r,�, 0 Page:
Client: �'��1l By. 5 `
Job No.: I3 Date: -7,,16)..,I.,
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ITURRENTINE ENGINEERING, LLC • PO Box 2465, Lebanon, OR 97355 • (541)258-7004 I
REVVEDIII
CRY OF # FEB 19 2013 PERMIT APPLICATION
Federal Way
CITY OF FEDERAL WAY
CDS
PERMIT NUMBER _ 7S.11 _ 0
0 5.�/� 0TARGET DATE \'.3/1/9/7/5
SITE ADDRESS 2 SUITE/UNIT S
3 Z 2757 3 2-ND A I/610..) So o?-I-1 'BOO 3 —
"-� PROJECT VALUATION ZONING ASSESSOR'S TAX/PARCEL#
)se..( , a so .. 0 , /pp_ ` 'L 1 r� k 6 5 - 00 8 0
TYPE OF PERMIT eQ BUILDING ❑ PLUMBING 0 MECHANICAL 0 DEMOLITION El ENGINEERING ❑ FIRE PREVENTION
NAME OF PROJECT t)p.c
„V\-�-? Ter Pt P -oVvo, - r p fikcS5
PROJECT DESCRIPTION T KNt� lµF-o V�M Ui• 10 e/� 'JJ c�fl J ' Ivo ST-oH
Detailed description of work to �c "011/17 lt\ib 10 /JDi t'1 CI 't3 / kD FlO K V I
be included on this permit only 1,41‘,JDF v 0� i,r- ,t'1 ttt �/ / 0� 106A-.4
a r I }�I 1l/
-pme. ( .5, 9--oKr-)
NAME PRIMARY PHONE
PROPERTY OWNER tC\V-G. T E n►As DD I 1 L.'rL 2112 4-I Cl 65-00
MAIL02 ADDRESSo �kV i1)1NG /Np6M
CITY ,, t STATE ZIP
S -Nwr�TOwIJ FN,_ I9ok(C
NAME
.,1.1 , �Gat3S1 J&Il o(-) (0, � ( iJ� PHONE
682 777 a
CONTRACTOR l 0 MAILING?'())( S t 0 i/1/1 1\1V/it/WC tJ' / p li5 • 0
CITY rk . ZIP or, I^� FAX
//V 6 1”; /-7-40k•
WA STATE CONTRACTOR'S LICENSE S EXPIRATION DATE FEDERAL WAY BUSINESS LICENSE I
S�\/k/. G'-k 311,1\10 0.f,- i y( / i� „0 -00 - (0(•,5S-or-$L-
NAMEbArV1r� PRIMARY� PHONE21 lett &
APPLICANT MAILING ADDRESS E MAH
14'2,/ rieM U kn/Vti L/46 Twp e -rotx)u1etobtG,coli1
CITYTk altit A STATE ZIP n.F.4 O FAX -+
E PRIMARY
PROJECT CONTACT IV" r"-P(}11 Y n-riCIS l Ot ori 29 3 G $3 30 S 4-
(The dual
o
e
olitoallc correspondence
.'llID12AtOC tv �,f/ C01Th IDf) �t aI. f_•\/� +A_ ,L A .�1
respond to all correspondence !/ f1V�i J . v.�°'l"l•C,C'b�•l
concerning this application) CITY �pb~, SAAT ZIP1 t /
IVA - ' �ja , / � J g 3 3017
NAME
PROJECT FINANCING Er OWNER-FINANCED
Required value of$5,000 or more MAILING ADDRESS,CITY,STATE,ZIP PHONE
(RCW 19.29.095)
I certify under penalty of perjury that I am the property owner or authorized agent of the property owner.I certify that to the best
of my knowledge, the information submitted in support of this permit application is true and correct.I certify that I will comply with
all applicable City of Federal Way regulations pertaining to the work authorized by the issuance of a permit. I understand that the
issuance of this permit does not remove the owner's responsibility for compliance with local, state, or federal laws regulating
construction or environmental laws.
I further agree to hold harmless the City of Federal Way as to any claim(including costs, expenses,and attorneys'fees incurred in
the investigation and defense of such claim), ' ch may be made by any person, including the undersigned,and filed against the city,
but only where such claim irises out of t11 reliance of the city, including its officers and employees, upon the accuracy of the
information supplied tot y • p• , ,this/application.
SIGNATURE: - DATE 'A 5
/1 3
PRINT NAME: / M7 i .l I'' 11/446 b412-'0\1-T0'14
U
Bulletin#100—January 1.2013 Page 1 of 3 k:\Handouts\Permit Application
• •
VALUE OF MECHANICAL WORK
MECHANICAL PERMIT C1,0 ; ,Irr i tal,1(T) $
Indicate how many of each type offixture to be installed or relocated as part of this project. Do not include existing fixtures to remain.
AIR HANDLING UNITS FANS GAS PIPE OUTLETS OTHER(Describe)
AIR CONDITIONER FIREPLACE INSERTS HOODS(commercial)
BOILERS FURNACES HOT WATER TANKS(Gas)
COMPRESSORS GAS LOG SETS REFRIGERATION SYST
DUCTING GAS PIPING WOODSTOVES
PLUMBING PERMIT ( I2erp�� ;26 I' �''�1T VALUE OF PLUMBING WORK
i��" l 6 $
Indicate how many of each type of fixture to be installed or relocated as part of this project. Do not include existing fixtures to remain.
BATHTUBS(or Tub/Shower cor bo) LAYS(Hand sous) TOILETS WATER PIPING
DISHWASHERS RAINWATER SYSTEMS URINALS OTHER(Describe)
DRAINS SHOWERS VACUUM BREAKERS
DRINKING FOUNTAINS SINKS(Kitchen/Utility) WATER HEATERS(Elcorric)
HOSE BIBBS SUMPS WASHING MACHINES TOTAL FIXTURES
GENERAL INFORMATION
CRITICAL AREAS
ON PROPERTY? WATER PURVEYOR SEWER PURVEYOR VALUE OF EXISTING IMPROVEMENTS
. I/ v ,-----
EXISTING/PREVIOUS USE LOT SIZE(In Square Feet) EXISTING FIRE SPRINKLER SYSTEM? PROPOSED FIRE SUPPRESSION SYSTEM?
D pp-i Yes L: No -Yes I/No
RESIDENTIAL - NEW OR ADDITION
AREA DESCRIPTION(in square feet) EXISTING PROPOSED TOTAL FOR OFFICE USE
BASEMENT
FIRST FLOOR(or Mobile Home)
SECOND FLOOR
COVERED ENTRY
DECK
GARAGE E CARPORT E
OTHER(describe)
EXISTING PROPOSED TOTAL
Area Totals
**NEW HOMES ONLY"*
ESTIMATED SELLING PRICE$ #OF BEDROOMS
COMMERCIAL-NEW/ADDITION
AREA DESCRIPTION Area Occupancy Group(s) Construction # of Additional Information
in Square Feet Type Stories
NEW BUILDING
ADDITION
COMMERCIAL-REMIODEL/TENANT IMPROVEMENTS
AREA DESCRIPTION Area Occupancy Group(s) Construction #of Additional Information
in Square
Feet y Type Stories
TOTAL BUILDING I 21 (/ V � /i at/. ,4
Pkter
TENANT AREA ONLY IAD II II ! ll
PROJECT AREA ONLY (I t( I II
Bulletin#100—January 1.2013 Page 2 of 3 k:\Handouts\Permit Application