17-106080 y Building- Commercial
I °
City of Federal Way A +°I i . -. Permit #:17-106080-00-CO
Community Development Dept.
33325 8th Ave S "g
Federal Way,WA 98003 Inspection Request Line: (253) 835-3050
Ph:(253)835-2607 Fax(253)835-2609
Project Name: EMERALD PROFESSIONAL CONDOMINIUM
Project Address: 710 S 348TH ST Parcel Number:233145 0020
Project Description: ADD-Installation of(9)Helical Piles to stabilize foundation.
Owner Applicant Contractor Lender
SHELTON INVESTMENT GROUP R&R FOUNDATION R&R FOUNDATION OWNER IS LENDER
900 S 336TH ST SPECIALISTS SPECIALISTS
FEDERAL WAY,WA 98003 7704 176TH ST E 7704 176TH ST E
SNOHOMISH WA 98296 SNOHOMISH WA 98296
•
Census Category: 437- Commercial alt/add/conversion
Includes: J #1 #2 #3 #4
Occupancy Class:
Construction Type:
Occupancy Load:
Floor Area(sq.ft.)
Additional Permit Information
Mechanical to be Included9 No Plumbing Work Valuation" 0
Mechanical Work Valuation9 0 Number of Stories 1
Is this an Online or O.T.C.application9 No Permit for Building Shell Only" No
Plumbing to be Included9 No
Total Valuation: 16,192.00
4-4
CONDITIONS:
SPECIAL INSPECTION AGAENCY OR EOR REQUIRED TO BE ON SITE DURING THE ENTIRE
TIME HELICAL PILES ARE INSTALLED. FINAL REPORT REQUIRED TO AHJ
PERMIT EXPIRES Monday,9 July,2018
Permit Issued on Wednesday,January 10,2018
I hereby certify that the above information is correct and that the construction on the above described property
and the occupancy an the use will be' accordance with the laws, rules and regulations of the State of
ashi .!/In the City of Federal Way.
Owner or agent: Cf�C 1 (/ Date: /7/07/
-14_,t THIS CARD IS TO REMAIN ON-SITE
Federal WaConstruction Inspection Record
y INSPECTION REQUESTS: (253)835-3050
PERMIT#: 17 106080 00 Address: 710 S 348TH ST Bldg B
Project: SHELTON INVESTMENT GROUP FEDERAL WAY WA 98003-7042
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.
❑ Initial Erosion Control(4365) p Footings/Setback(4110) Q Foundation Wall(4115)
To be done PRIOR to breaking ground Approved to place concrete Approved to place concrete
By Date By Date By Date
® Drainage/Downspout(4040) CC Re-steel(4215) ❑ Slab/Concrete Floor(4255)
Approved to backfill Approved pproved to place concrete or grout Approved to place concrete
By Date By Date By Date
O Underfloor Framing(4285) ® Floor Sheathing(4105) 0 Shear Walls(4245)
Approved to sheath floor Approved to install flooring Approved to install siding
By Date By Date By Date
10 Roof Sheathing(4220) El Fire/Draft Stops(4095) CI Interim Erosion Control(4370)
Approved to install roofing Approved Approved
By Date By Date By Date
[
Prior to scheduling a Framing inspection; 13 Framing(4120) CI Insulation(4150)
Electrical,Plumbing&Mechanical Rough-in Approved to insulate Approved to install wallboard
and Fire/Draft Stop inspections must be signed-
off and approved. IBC 109.3.4 By Date By Date
EC Gypsum Wallboard Nailing(4130) 111 Suspended Ceiling Grid(4265) t7 Final-S K F&R(4060)
Approved to install mud&tape Approved to drop tile Approved
By Date By Date By Date
Ci Final Erosion Control(4375) ID Final-Building(4050)
Approved Approved
By Date By C.v...,1 Date 2„ '�-i
❑ Rough Electrical ❑ Final Electrical ❑ Right of Way
Approved Approved Approved
By Date By Date By Date
Docusign Envelope ID:60870EBA-4566-4F6B-8A68-A90BB540729F
•
STARK 4001 Main Street, Suite 305
FOUNDATIONS Vancouver WA, 98663
P: 360.566.7343
torrTt
STRUCTURAL CALCULATIONS
PREPARED FOR
STEVE SHELTON
FOR
FOUNDATION REPAIR
710 S 348TH STREET
FEDERAL WAY, WA
O DTl
PROJECT NUMBER: 17.068.RFS > O 0 171
2015 IBC 1704: Special Inspections: DATE: DECEMBER 20, 2017 rn m
u
The owner or the registered design professional in PROJECT MANAGER: DANIEL STARK, P.E. c�i> *
responsible charge acting as the owner's agent shall
employ one or more special inspectors to provide n, z
inspections during construction on the types of work KIAIE L jyr y N.) m �.
D co O
listed under 2015 IBC Section 1704. Special ~� of waste�r
inspection agencies shall be approved by the �ao
Washington Association of Building Officials ti - p c o
(WABO) www.wabo.org. if CD CD
40643 z
0
SPECIAL INSPECTION REQUIRED EXPIRES : JULY 13, 2018 O0
FOR THE INSPECTIN OF ALL cn
PILES PER 2015 IBC TABLE 1705.7
APPROVED
PArt-
CiTy t> e(ieNt poi
-of bui(411 ) pr Date 1 �' r
n
kit( ytr - of A •c1M( iris ec"rotil
aNiy obre ►n A-rouu 1 boc-t^ yhe,4-ct i oil RECEIVED
SPecvl ��5�� vTia/J �c�� s Gios►r, (t+fCC - ''O)
Miro( r, ( / r(( DEC 2 6 2017
ff�'mt "( `'4 te,lt c¢! 1 ISS CIlYOFFEDERALWAY
._r COMMUNf7Y DEVELOPMENT
W I4 a1�'(X( r{( ArproVt d plonk•
DocuSign Envelope ID:60870EBA-4566-4F6B-8A68-A90BB540729F
• STARK 4001 Main Street, Suite 305
FOUNDATIONS Vancouver WA, 98663
P: 360.566.7343
December 20, 2017 SFI Project No.: 17.068.RFS
Steve Shelton
710 S 348th Street
Federal Way, WA 98002
Re: 710 S 348th Street, Federal Way, Washington
PROJECT BACKGROUND
We understand that the structure is a commercial building and has experienced settlement at the
southeast corner of the structure. A recent floor level survey (attached) indicates as much as 3
7/8"of differential settlement may have occurred. It is our understanding that (9) 2 7/8"diameter
helical piers have been proposed to help provide additional foundation support.
v
.'r V
4,'
rl +• _ %
*. ..:ice • . ° "'0'..
.. -4,.,, I. . -,) i "sr ,„>" t,, : -.. ,‘• ,.,' ,
4i t/ �:,
Image 1: South Elevation
41\S•
STARK 4001 Main Street, Suite 305
FOUNDATIONS Vancouver WA, 98663
P: 360.566.7343
GEOLOGIC SETTING
The existing structure is located in Federal Way, Washington. The geologic structure in the area
is comprised of gravelly sandy loam and the site is relatively flat. It is our opinion that the
settlement is a result of improper foundation drainage, resulting in localized settlement. We
believe that suitable support can be achieved by installing helical and/or push piers.
SUMMARY
The ultimate load requirement for the helical piers is 30,000 lbs, and based on the geologic
setting, we expect the piers to achieve adequate capacity at approximately 15—25 feet. We
recommend that the piers with a 2 7/8"shaft and 10"diameter helix plate be installed to a
minimum depth of 10-ft and a minimum installation torque of 3,333 ft-lbs, or refusal.
Please give our office a call if you have any questions or need further assistance.
Regards, 01EL WA y
-T �� —`ti 'T 4,- iliti„,:. 0-1,.%
. �i,of w.asy�� ,,
c�
Daniel Stark, P.E. 4-;- :;41
,,/
Stark Foundations, Inc. F
-o ` s, ' 4,
�p 40643 V
SEC/STERE
SSIONAL '''
EXPIRES : JULY 13, 2018
DocuSign Envelope ID:60870EBA-4566-4F6B-8A68-A90BB540729F
Monday, November 20, 2017 Foundation
Specialists
SCOPE OF WORK
Crew will install Helical Piles and lift house to maximum practical recovery. Crew will drive Piles or Piers to a maximum depth of
25', after there will be a $20 per foot charge per pile. Customer is responsible for permit and engineering.
LEVEL SURVEY
•
N
4'
0o
1 4' _ 2 7,8
2 C -
-1 1/2
3 C'
o .
CO
-2 1/8 -3/4
cv;) -1/8
4
-2 3/4
5C
6 -3 7/8 -1 1/4 -541' 0
7 8 9
Docu$ign Envelope ID:60870EBA-4566-4F6B-8A68-A90BB540729F
Date: 20-Dec-17
40STARK W Foundation Repair Designed by: NDS
FOUNDATIONS C 710 S 348th Street
rg Federal Way, WA
Job No.: 17.068.RFS
Design Criteria
Code(s):
International Building Code(IBC)2015
ASCE 7-10
Design Loads:
Dead: Soil:
Roof= 15 psf Allow Lateral Bearing Pressure = 100 psf/ft (IBC Table 1806.2)
Brick Veneer= 45 psf Active Pressure = 60 psf/ft
Second Floor= 15 psf
First Floor= 15 psf
Walls = 45 psf(brick)
8"Foundation Wall = 100 psf
Soil = 110 psf
Live:
Roof(snow) = 25 psf
Third Floor= 0 psf
Second Floor= 40 psf
First Floor= 40 psf
Wind: (not applicable)
Exposure = C Risk Category = II
Wind Speed,V = 120 mph K�,= 1.0
Gust Effect Factor,G= 0.85 K. = 0.85
Internal Pressure Coefficient,GCp, = -0.18 K,= 0.98
External Pressure Coefficient,Cp= 0.8 Height, h,= 30 ft
Design Wind Pressure: Design Load Combo = D + 0.6W
where: p„,= q,(GCp-GC ;) w= 0.6
q,= 0.00256K,KtKdV'
Therefore:
q,= 30.7 psf
pw= 26.4 psf
Factored Wind Pressure, p'w= 15.8 psf(say 16 psf)
DocuSign Envelope ID:60870EBA-4566-4F6B-8A68-A90BB540729F
Date: 20-Dec-17
41,4H
STARK V Foundation Repair Designed by: NDS
FOUNDATIONS ^^ 710 S 348th Street
w Federal Way, WA
O.
Job No.: 17.068.RFS
Helical Pier Design
Vertical Design Loads:
Tributary Widths:
Roof= 15 ft > 225 plf
Brick Veneer= 0 ft > 0 plf
Second Floor= 0 ft > 0 plf
First Floor= 6 ft > 90 plf
Walls= 15 ft > 675 plf
Foundation Wall (height) = 4 ft > 400 plf
Soil (height) = 3 ft > 495 plf
EDL= 1885 plf
Live:
Roof(snow) = 15 ft > 375 plf
Third Floor= 0 ft > 0 plf
Second Floor= 0 ft > 0 plf
First Floor= 6 ft > 240 plf
ELL= 615 plf
Max Pier Spacing = 6 ft
Pier Working Loads:
PDL= 11310 lbs
0.75*PLL= 2768 lbs
PTL= 14078 lbs
Pier Design:
Pier Type Helical Pier
Bracket'2.88NCB L. Bracket Capacity = 45000 lbs Therefore ok Reference ICC ESR-1854, Table 1-Foundation
Mechanical Ratings of Brackets(Appendix A)
Shaft Diameter 2.875" jr
Installation Torque,T:
Quit= 2(PTL) Quit= Kt(T) where Kt= helix torque factor(ft-1) Shaft Dia Kt
28155 lbs according to the following table: 2.375 10
2.875 9
3.5 7
Therefore,T= Q,it/Kt Allowable TSHAFT= 8200 ft-lbs Therefore ok 4.5 6
3128 ft-lbs
DocuSign Envelope ID:60870EBA-4566-4F6B-8A68-A90BB540729F
•
265-0'
\ � PROPERTY UNE
7
1f—f ---..„..................
NI
710 S 34811-i STREET
FEDERAL WAY, WA
0
N
\ \
S 348TH STREET
O SITE.,PLAN
EDQ r vis
DocuSign Envelope ID:60870EBA-4566-4F6B-8A68-A90BB540729F
•
15K
•
ul•
0
N.
t•
I
NOTE: SEE FLOOR LEVEL
Y• SURVEY FOR PLAN DIMENSIONS
LEGEND
of • INDICATES HEUCAL PIER &
10K UNFACTORED DESIGN LOAD
(KIPS). SEE DTI_ 2
0
i+)
UU. •
• • •
3'-6,
15K 6'-6' 15K
6'-0' 15K
OPARTIAL FOUNDATION REPAIR PLAN
BACKFIL
(E) GRADE
11=11. ._ E
X E
rAVII
II=11-11 v
p111EL WAS,
of waste rv •
�
• - 4
•
)
op -'' • ••' FOOTING BEYOND
CHIP OUT POCKET IN (E) FOOTING
j h,E40643� TYPE B BRACKET + FLUSH WIN FDN WALL. POCKET
S C SEER c5 (PIERTECH P/N 2.88 NCB) WIDTH TO MATCH BRACKET WIDTH
SIONAL
2 7/8'0 EXTENSIONS (5' OR 7')
EXPIRES : JULY 13, 2018 (PIERTECH P/N 2.88-E5G OR
2.88-E7G)
2 7/8'0 X 7' LEAD W/ 10'0 HEUX NOTE: PILE EMBEDMENT SHALL BE
(PIERTECH P/N 2.68-L710G) MIN
INSTALLED PER THE
TORQUE CORRELATION METHOD TO
ACHIEVE 2X DESIGN LOAD NOTED ON
1� THE FOUNDATION PLAN.
O2 7/8"0 HELICAL DETAIL
vrK•-r
I CITY O1
` PERMIT APPLICATION
Feder-i Way PERMIT CENTER•33325 8°M1 Avenue South+Federal Way,WA 98003-6325
253-835-2607+FAX 253-835-2609+permitcentertucitvoffederalwav.com
PERMIT NUMBER_l 1._ 1 0 G O <P o _ c 0 TARGET DATE(��14- '
SITE ADDRESS Inur
1IO S 3`�gth St , federal vlok , Wa(�e.`_^ swTE/ , RECEIVED
PROJECT VALUATION ZONING ASSESSOR'S TAX/PARCEL e
$1),182 2 3 3 1 4 5 . 0 0 1- 0 DEC 2 6 2017
TYPE OF PERMIT jil BUILDING 0 PLUMBING�'/) 0 MECHANICALA0 DEMOLITION 0 ENGINEERINGGINE0 FIRE PREVENTION
NAME OF PROJECT e Slit 1 1 o n - h l o s 3�g (C7 CITY OF FEDERAL WAY
��11,i h q et Ali Calf 1 c4- b i 1 ;
COMMUNITY DEVELOPMENT
PROJECT DESCRIPTION O '�ck�4
Detailed description of work to
be included on this permit only f
Ew e.re...-0///0""1��( 'er 0\C-c.''.":,S
NAME PRIMARY PHONB
PROPERTY OWNER Shelton I nV-e4tyme,n-+ EI P Z53-3 D•"15'1) ,.;,'i-��
1NG ADDNEBS�- .42.ti �'-0 E-MAIL
IV.A`—yJ,u 'v(_'STATE ZIP
--- may`/1K4tLWT//-VA✓■•` /1��— WAt�y-b-- q�l�V
� ��J��\ (�P�-{14]-N�---_-'_. _-Vr.�(PJB-,../e_.
NAME 1Q, YN�v �'on S ec O tSSts gal
•i
MAILING ADD�RIES y `(\� E-MAIL
CONTRACTOR ``'� I�b�'Yl T� v� ( aledrAL rrspcGatllt .Com
old-P I G WA STATE Dm 1al
TO LICENSE e VIA
ZIPamp,
�✓�EXPIRATION A� Igloo
1p1� WAY BUSINESS SLICE
YYY �a3�/1
NAME s l v-t) 1 1 PRIMARY PHONE
APPLICANT MAILING ADDRESS E-MAIL
CITY STA
�r 'TEE I ZIP FAX
PROJECT CONTACT NAME
MT V l O' '1 G�'l evs PRIMARY PHONE
I
!The individual to receive and MAILING AD - ?D i1� ' ^� a I I ,�y,r E-MAIL
respond to all correspondence acet rip
"4/l,U�/I b U u'o
concerning this application) CITY STATE ZIP FAX
NAME
PROJECT FINANCING IX OWNER-FINANCED
When value is$5,000 or more MAILING ADDRESS,CITY,STATE,ZIP PHONE
(ROW 1927095)
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),which may be made by any person,including the undersigned,and filed against the city,
but only where such claim arises
out of the reliance of the city, including its officers and employees, upon the accuracy of the
information supplied to the city as a part of this application.
�► s 'A
SIGNATURE: �� ' / ;Ism'4144 DATE 1-1.1 W 12e0 t
PRINT NAME:6I.l L 6 \ L
Bulletin#100-January 29,2016 Page 1 of 2 k:Uiandouts\Permit Application
VALUE
AANICAL
MECHANICAL PERMIT ti'pt w WORK
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.
AIR HANDLING UNITS _ FANS _ GAS PIPE OUTLETS _ OTHER(Describe)
AIR CONDITIONER _ FIREPLACE INSERTS HOODS Icommerrml
BOILERS FURNACES _ HOT WATER TANKS icael
COMPRESSORS _ GAS LOG SETS _ REFRIGERATION SYST
DUCTING _ GAS PIPING WOODSTOVES
VALUE OF PLUMBING WORK
PLUMBING PERMIT N $ •Nf
Indicate how many of each type offixture to be installed or relocated as part of this project.Do not include existing fixtures to remain.
BATHTUBS pr nn/Sno.erccrosq LAWS(NS°a sm.) TOILETS WATER PIPING
DISHWASHERS RAINWATER SYSTEMS _ URINALS OTHER(Describe)
DRAINS SHOWERS VACUUM BREAKERS
DRINKING FOUNTAINS SINKS(Kitchen/way) WATER HEATERS(Orcinq
HOSE BIBBS _ SUMPS _ WASHING MACHINES _ TOTAL RESTORES
GENERAL INFORMATION
CRITICAL AREAS ON PROPERTY? WATER PURVEYOR SEWER PURVEYOR VALUE OF EXISTING IMPROVEMENTS
EXISTING/PREVIOUS USE LOT SIZE On Square Past) EXISTING FIRE SPRINKLER SYSTEM? PROPOSED FIRE SUPPRESSION SYSTEM?
Li Yes H No [1 Yes ❑ 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 ❑ CARPORT 7
OTHER(describe)
Area Totals =SIT. PROPOSED TOTAL
."NEW HOMES OMT'*
ESTIMATED SELLING PRICE$ #OF BEDROOMS
COMMERCIAL—NEW/ADDITION
AREA DESCRIPTION Area Occupancy Groups) Construction #of Additional Information
Square Feet Type Stories
NSW BUILDING
ADDITION
COMMERCIAL—REMODEL/TENANT IMPROVEMENTS
AREA DESCRIPTION
Area Occupancy Group(s) Construction M of Additional Information
Square FeetType Stories
TOTAL BUILDING
TENANT AREA ORLY
PROJECT AREA ONLY
Bulletin#100—January 29,2016 Page 2 of 2 k:\Handouts\Permit Application