16-101146'1. Building,-. Single Family
c.E 74i' N-•FederaI Way
1commun. , x Eton. Dev. Services Permit #: 16-101146 -SF
33325 8th Ave S r
Federal Way, WA 98003 Inspection Request Line: 253 83
Ph: (253) 835-2607 Fax: (253) 835-2609 P G ( ) 5-3056
Project Name: BORRELLI
Project Address: 4326 SW 307TH ST
Parcel Number: 112103 9059
Project Description: ADD - Construct a 1575 square foot detached garage with 714 square foot storage and 795
storage unit on second story level. Plumbing and mechanical included.
Owner
Annlicant
Contractor
Lender
JOE BORRELLI
MICHAEL P GRIMIT
OWNER IS CONTRACTOR
OWNER IS LENDER
4326 SW 307TH ST
GRIMIT ARCHITECTURE
FEDERAL WAY WA 98023
516 WANA WANA PL NE
TACOMA WA 98422
Census Category: 433 - Residential alt/add - increase in number of units
Includes:
# 1
#2
#3
#4
Occupancy Class:
R-3
Construction Type:
Type V - B
Occupancy Load:
Floor Areas . ft.
0
0
0
0
r
• Adi�itionak Permit Information
New 1 Additional Sq. Feet - 1st Flo ar...... . �.....0 Ne dditiona€ Sq. Feet - 2nd Floor...................714
New 1 Additional Sq. Feet - 3rd Floor....... ...........0 New tiona€ Sq. Feet - Basement ................... 0
Calculated Structure Valuation..............................240281.10 W
cy #I -Construction Type ............ ............ Type V - B
New/Addition ,q. Feet - D ......................0 Additional Sq. Feet - Garage ....................... 1575
Mechanical to be u .................Yes ingWork Valuation? .................................... 5600.00
Mechanical Work Va i .....................7248.00 Occupancy #1 - Class ............................................. R-3
New / Additional Sq. Feet - Other ..........................795 Plumbing to be Included? ...................................... Yes
Nw.v / Additio Feet - Total .......................... 3084 Occupancy # i - Use ............................................... Residence (1 or 2
family)
7nical Fixtures
Gas Piping., ..... .............................• 1 ( V
Plumbing Fixtures
Lavatories ....................................... 1 Showers.......................................... 1 Water Closets...............................
Water Heaters ................................. 1 Hose Bibbs..................................... 1
CONDITIONS:
2nd Floor is not an Accessory Dwelling Unit (ADU). A Restrictive Covenant must be recorded against the
property prior to final inspection/approval. The applicant is responsible for payment of the King County
recording fee. Please contact Jim Harris, Planner at 253-835-2652 or jim.harris@cityoffederalway.com, to
obtain the document needed for recording. The document must be signed and notarized.
,, PERMIT EXPIRES Tuesday, December 20, 2016
�,we so. 7)i= _
Permit Issued on Thursday, June 23, 2016
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 accordance with the laws, rules and regulations of the State of Washington
__ and the City of Federal Way.
Owner or agent: a� Date: 11,6
_ THIS CARD IS TO REMAIN ON SITE.
Fey! al lllla Construction Inspection Record
y INSPECTION REQUESTS: (253) 835-3050
PERMIT #: 16-101146-00-SF Address: 4326 SW 307TH ST
Project: JOE BORRELLI FEDERAL WAY, WA 98023-2127
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.
SWM Precon Site
Approved
By Date
Foundation Wall (4115)
Approved to place concrete
By Date -1 �o
Slab/Concrete Floor (4255)
Approved to place concrete
By `:. k�a Date C - 1,3 _[}
Initial Erosion Control (43
To be done prior to breaking ground
By Date
ootings/Setback (4110)
Approved to place concrete
By " Date V' I ;= I it.
Drainage/Downspout (4040) Plumbing Groundwork (4190)
Approved to backfiill Approved to cover
By Vt6 Date a 11+ By V114 Date (fl 6
Underfloor Framing (4285) Floor Sheathing (4105)
Approved to sheath floor Approved to install flooring
By Date Bye—c Date
Shear Walls (4245)
Roof Sheathing (4220)
Approved to install siding
Approved to install roofing
Byc
Date
Date
Mechanical Rough -in (4165)
13 Gas Piping (4125)
Approved
Approved to release test
By AfyQ
�J
Date I Z � � �
By Date
Approved
ri Interim Erosion Control (4370)EFire/Drafftt'tStop
eduling a Framing inspection;
bing & Mechanical Rough -in and
By
Date
inspections must be signed -off and
proved. IBC 109.3.4
❑ Insulation (4150)
Approved to install wallboard
By Date 2 2`
Final Erosion Control (4375)
Approved
By Date
Final - Building (4050)
Approved
By Date
Gypsum Wallboard Nailing (4130)
Approved to install mud & tape
By Date -
Final - Mechanical (4065)
Approved
By Date
W Ind 4 Wvlm4 D i 15;*9- --YpIE bu- . V" "71-7 116,
Rough Plumbing (4230)
Approved
By( 4^-" Datel 7--_7'!'_") b
Fire/Draft Stops (4095)
Approved ]
By l�� Date
Framing (4120)
Approved to insulate
By A ti j Date l ! .
Final - Planning (4070)
Approved
By Date
Final - Plumbing (4075)
Approved
By Date
Rough Electrical
Approved
®
Final Electrical
1:1Approved
Right of Way
Approved
By
Date
By
Date
By
Date
'CITY OF Building Division
33325 Eighth-Avehue3outh
FederalWayFederal Way, x 53-835-2609 Phone 253-835-2607 Fax 253-835-2609
CORRECTION NOTICE
ADDRESS: `{'32a 5W • 3o-in± sr. PERMIT#: 1 (9 - l o 1 1 � - Da Sf
1 I kL-r' 1 db 4 -- p-t'ya'-+ S1�,'u B.-r_ D. -s ' 4-C 0%+ t i w+.ti 04-,
lhsvt_t� im Pt,- Aipw~rA sU)r of Pt4,Kc . Frw-�'al P4s5.
Fand- Vk� bV_ TD Pouv b V\Gc &p4y-v► cA
l/t�-}V- Gy'D uv.
F:60+ e sty d j T <' Avv c!jdvyy& v10-� t-1 S
IF YOU HAVE QUESTIONS CALL UuG fit- (253) 835- 2b•z-3
WHEN CORRECTIONS HAVE BEEN MADE, CALL (253) 835-3050 FOR RE -INSPECTION. SEE BACK OF CARD
FOR DETAILS. NOTE: ELECTRICAL CORRECTIONS ARE REQUIRED TO BE MADE WITHIN 15 DAYS.
DATE
INSPECTOR
DO NOT REMOVE THIS NOTICE
Page of
5007 Pacific Hwy E. Ste 16
Fife, Washington 98424
Office: (253) 896-1011
Fax: (253) 896-2633
PROJECT NAME/LOCATION
DAILY FIELD REPORT
PROJECT NO.:
REPORT DATE:
REPORT NO.:
GR FIELD REP.:
PERMIT NO.:
LandmarkHom es-SW307thSt
Wednesday, June 29, 2016 1
2
JPK
LANDMARKHOMES.SW307THST
4236 SW 307TH ST, FEDERAL WAY, WASHINGTON
REPORT SUBMITTED TO:
CONTRACTOR NAME AND CONTACT:
WEATHER
& TEMP. Cloudy, 60s
CLIENT Landmark Homes
General Kevin- (253) 988-8816
cc
SUBCONTRACTORS FOR GEOTECHNICAL CONSTRUCTION
TIMES OF SITE VISITS:
Earthwork
From 1130 To 1200
---
u J
From To
- --�
—�—
From To
General
FIELD NOTES
A GeoResources representative arrived on site at the request of Landmark Homes to observe
the subgrade soils at 4236 SW 3071h St. Federal Way, Washington.
At the time of our arrival the contractor had compacted the upper part of the terraced footing.
The footing is terraced in three levels.
The subgrade soils consisted of a light brown sandy gravel with some silt that appeared to be in
a moist condition. We probed the exposed subgrade soils in random locations with a'/2 inch steel
T probe and generally observed 2" to 6" of embedment on the upper level indication a dense
condition.
Provided the locations probed are representative of the entire subgrade area, based on our
probing and observations, it is our opinion the subgrade soils are suitable to support anticipated
design loads of 1500 psf.
LIMITATIONS: This report is considered preliminary and subject to change upon review by our project manager. The information
contained herein is provided solely for our client and should not be transmitted to a third party without the full written permission of
GeoResources, LLC. This report presents opinion formed as a result of our observations of actAdUes relating to engineering geology
and geotechnical engineering. The GeoResources, LLC field representative is present on site solely to observe the field activities of
the contractor identified and keep our client informed of the progress and quality of the work. The contractor is solely responsible for
its means, methods, sequences, construction site safety, quality of work, and adherence to the contract documents. We rely on the
contractor to comply with the plans and specifications throughout the duration of this project irrespective of the presence of our
representative. Our work does not include supervision or direction of the actual work of the contractor, his employees or agents. Our
firm will not be responsible for job or site safety. GeoResources, LLC is not a licensed surveyor and is not responsible for line and
/or grade.
(PM initial/date)
WRITTEN BY (initial/date) 1
Page 1 of 1
CITY OF
Federal Way
Building Division
33325 E6Mh AvahuaSouth
Federal Way, WA 98003-6325
Phone 253-835-2607 Fax 253-835-2609
CORRECTION NOTICE
ADDRESS:. .3077-v�\ `?� PERMIT#: 110=loll y te
, 1-1 - , . L+5c V,
C �D c oVkd2 e ^61yNtR C5 I C-H-2k -
IF YOU HAVE QUESTIONS CALL A ✓AV (253) 835- -
WHEN CORRECTIONS HAVE BEEN MADE, CALL (253) 835-3050 FOR RE -INSPECTION. SEE BACK OF CARD
FOR DETAILS. NOTE: ELECTRICAL CORRECTIONS ARE REQUIRED TO BE MADE WITHIN 15 DAYS.
DATE INSPECTOR
DO NOT REMOVE THIS NOTICE
Page of
TO SCHEDULE OR CANCEL AN INSPECTION, OR TO OBTAIN INSPECTION RESULTS CALL:
(253) 835-3050
Be prepared to provide:
10-Digit Permit Number 4-Digit Inspection Code (see below)
Preferred Date of Inspection Phone Number where you can be reached between 7:00 and 4:00
You will receive a confirmation number at the end of the call. Make a note of the number for reference if a problem
occurs with scheduling. If you do not receive a confirmation number, the inspection was not successfully
scheduled.
The correct inspection code must be used to schedule, cancel or obtain inspection results. The system will only accept
codes that are associated with your permit. Please verify that the inspection is included on the card attached to the
permit before attempting to schedule.
Every effort will be made to perform inspections on the requested day, but it may take up to 48 hours, depending on
workload.
INSPECTIONS WILL NOT BE PERFORMED (AND YOU MAY BE ASSESSED REINSPECTION FEES) IF:
o The work is not complete and ready to be inspected
o Approved site copy of permit/plans/inspection card are not on site, available to inspector
o Site address is not clearly posted
o Inspector does not have access to the site or project. It is the responsibility of whoever is requesting an inspection to
provide any special equipment —such as ladders —required to access any aspect of the project.
BUILDING INSPECTIONS
ELECTRICAL INSPECTIONS
Drainage/Downspout/Footing
4040
Ceiling Cover
4020
Fire Stopping/Draft Stops
4095
Ditch Cover
4030
Floor Sheathing
4105
Feeders/Sub-Panels
4045
Footing/Setbacks
4110
Final Electrical
4055
Foundation Wall
4115
Pool Bonding
4295
Framing
4120
Rough Electrical
4225
Gypsum Wallboard Nailing
4130
Service
4235
Insulation
4150
Temporary Power
4275
Reinforcing Steel 4215
Roof Sheathing
4220
SIGN INSPECTIONS
Shear Walls
4245
Attachment
4010
Slab/Concrete Floor
4255
Final Sign
4085
Suspended Ceiling Grid
4265
Final Electrical for Signage
4055
Under -floor Framing
4285
Footing/Setback
4110
Under -Slab Groundwork
4295
FINAL INSPECTIONS
MANUFACTURED HOME INSPECTIONS
Building
4050
Blocking /Tie Downs
4015
Final SWM
4375
Skirting/Final
4250
Fire Department call (253) 946-7318 to schedule
Planning
call project planner to schedule
SURFACE WATER MANAGEMENT INSPECTIONS
Public Works
call project inspector to schedule
Temp Erosion/Sediment Control
4365
Final SWM
4375
MECHANICAL INSPECTIONS
PLUMBING INSPECTIONS
Final Mechanical
4065
Final Plumbing
4075
Gas Piping
4125
Plumbing Groundwork
4190
Mechanical Rough -In
4165
Rough Plumbing
4230
FILE
David Litowitz -.W
From:
Ercin Sahin <es@structuralworks.net>
Sent:
Wednesday, July 20, 2016 8:58 PM
To:
David Litowitz; Michael P. Grimit
Cc:
kevinj706@comcast.net
Subject:
Re: Scan from a Samsung MFP
David,
I don't see a problem with the detail. You can proceed.
Ercin Sahin, PE
Structural Works, PLLC
(206) 486-4920
On 7/20/16, 11:59 AM, "David Litowitz" <d1Hto@comcast.net> wrote:
Gents
I've attached the way we have set up the wall at Borrelli garage. We are tieing in the bars (17) Pg 5-4 detail 1,2 and will
bend them over into the center of the slab. The inspector would like a letter from the engineer of record stating bending
the steel is fine. We are scheduling reinspection for tomorrow.
Thanks
David Litowitz
Ph: (253) 927-6116
Fax: (253) 927-4652
-----Original Message -----
From: copier@landmarkhomes.com (mailto:copier@landmarkhomes.coml
Sent: Wednesday, July 20, 2016 8:46 AM
TS: dilito@comcast.net
Subject: Scan from a Samsung MFP
Document sent to you using a Samsung MFP
k., FILE
SITE
David Litowitz
From:
Ercin Sahin <es@structuralworks.net>
Sent:
Wednesday, July 20, 2016 8:58 PM
To:
David Litowitz; Michael P. Grimit
Cc:
kevinj706@comcast.net
Subject:
Re: Scan from a Samsung MFP
David,
I don't see a problem with the detail. You can proceed.
Ercin Sahin, PE
Structural Works, PLLC
_ --(206)_ B6--4920
On 7/20/16,11:59 AM, "David Litowitz" <dilito@comcast.net> wrote:
Gents
I've attached the way we have set up the wall at Borrelli garage. We are tieing in the bars (17) Pg S-4 detail 1,2 and will
bend them over into the center of the slab. The inspector would like a letter from the engineer of record stating bending
the steel is fine. We are scheduling reinspection for tomorrow.
Thanks
David Litowitz
Ph: (253) 927-6116
Fax: (253) 927-4652
-----Original Message -----
From: co#)ier@landmarkhomes.com [mailto:copier@landmarkhomes.com
Sent: Wednesday, July 20, 2016 8:46 AM
To: dilito@comcast.net
Subject: Scan from a Samsung MFP
Document sent to you using a Samsung MFP
SITE.
Federal Way
@;iilding Dixision
33325 Eighth Avenue South
Federal Way, WA 98003-6325
Phone 253-835-2607 Fax 253-835-2609
CORRECTION NOTICE
ADDRESS: q321s SW 3o-)TM`' sr• PERMIT#:Ib— to114b -oo -sF
l• 1�PG t - t4b P1tl',W6i K c 5JA& V ?I e. D►ve r j 4 IE K6 e'Ad zd 1. Gov+ wG-V
Ov W%AC0hv - LA%AdejVwkvtd DWV P;i vk5kc. kt Pie.. �vvw_'A Few
i to e6&�C�4Pi i w SAC II KLOk DG Su 8
IF YOU HAVE QUESTIONS CALL II�VW _ (253) 835- Z62,3
WHEN CORRECTIONS HAVE BEEN MADE, CALL (253) 835-3050 FOR RE -INSPECTION. SEE BACK OF CARD
FOR DETAILS. NOTE: ELECTRICAL CORRECTIONS ARE REQUIRED TO BE MADE WITHIN 15 DAYS.
DATE INSPECTOR
DO NOT REMOVE THIS NOTICE
Page of
Federal Way
CITY OF
11*61
I I Building Dlvision
33325 EigOt ,Avenue -,ouch
Federal Way, WA'98003-6325
Phone 253-835-2607 Fax 253-835-2609
CORRECTION NOTICE
ADDRESS: [ sw _�o-7 -�, _fz�t - PERMIT#: � —1 O 1 !
I ' 100C-5 51,a11 he dePn 0,.A cicC,(- oV- dc.6c,5 -a-:,.
4
«"J�
r �' • i.1 • .u016Al]
I o a
riyC rzA� er,-C"1 � *1Y,5D • Ve\ /Ajak ro,le(�,
r
0
IF YOU HAVE QUESTIONS CALL _ (253) 835- L��3
WHEN CORRECTIONS HAVE BEEN MADE, CALL (253) 835-3050 FOR RE -INSPECTION. SEE BACK OF CARD
FOR DETAILS. NOTE: ELECTRICAL CORRECTIONS ARE REQUIRED TO BE MADE WITHIN 15 DAYS.
i
DATE
INSPECTOR
DO NOT REMOVE THIS NOTICE
Page of _
TO SCHEDULE OR CANCEL AN INSPECTION, OR TO OBTAIN INSPECTION RESULTS CALL:
(253) 835-3050
Be prepared to provide:
10-Digit Permit Number 4-Digit Inspection Code (see below)
Preferred Date of Inspection Phone Number where you can be reached between 7:00 and 4:00
You will receive a confirmation number at the end of the call. Make a note of the number for reference if a problem
occurs with scheduling. If you do not receive a confirmation number, the inspection was not successfully
scheduled.
The correct inspection code must be used to schedule, cancel or obtain inspection results. The system will only accept
codes that are associated with your permit. Please verify that the inspection is included on the card attached to the
permit before attempting to schedule.
Every effort will be made to perform inspections on the requested day, but it may take up to 48 hours, depending on
workload.
INSPECTIONS WILL NOT BE PERFORMED (AND YOU MAY BE ASSESSED REINSPECTION FEES) IF:
o The work is not complete and ready to be inspected
o Approved site copy of permit/plans/inspection card are not on site, available to inspector
o Site address is not clearly posted
o Inspector does not have access to the site or project. It is the responsibility of whoever is requesting an inspection to
provide any special equipment —such as ladders —required to access any aspect of the project.
BUILDING INSPECTIONS
ELECTRICAL INSPECTIONS
Drainage/Downspout/Footing
4040
Ceiling Cover
4020
Fire Stopping/Draft Stops
4095
Ditch Cover
4030
Floor Sheathing
4105
Feeders/Sub-Panels
4045
Footing/Setbacks
4110
Final Electrical
4055
Foundation Wall
4115
Pool Bonding
4295
Framing
4120
Rough Electrical
4225
Gypsum Wallboard Nailing
4130
Service
4235
Insulation
4150
Temporary Power
4275
Reinforcing Steel 4215
Roof Sheathing
4220
SIGN INSPECTIONS
Shear Walls
4245
Attachment
4010
Slab/Concrete Floor
4255
Final Sign
4085
Suspended Ceiling Grid
4265
Final Electrical for Signage
4055
Under -floor Framing
4285
Footing/Setback
4110
Under -Slab Groundwork
4295
FINAL INSPECTIONS
MANUFACTURED HOME INSPECTIONS
Building
4050
Blocking /Tie Downs
4015
Final SWM
4375
Skirting/Final
4250
Fire Department call (253) 946-7318 to schedule
Planning
call project planner to schedule
SURFACE WATER MANAGEMENT INSPECTIONS
Public Works
call project inspector to schedule
Temp Erosion/Sediment Control
4365
Final SWM
4375
MECHANICAL INSPECTIONS
PLUMBING INSPECTIONS
Final Mechanical
4065
Final Plumbing
4075
Gas Piping
4125
Plumbing Groundwork
4190
Mechanical Rough -In
4165
Rough Plumbing
4230
FOF
ederal Way
� � A
Building Division
33325 Eighth Avenue South
Federal Way, WA' 98003-6325
Phone 253-835-2607 Fax 253-835-2609
CORRECTION NOTICE
ADDRESS: �32_( 5W PERMIT#: 16e — 100e
,0
i
u_c :,5,,A�1' ,i2V�-}' ^�J 77
�: l n S 7 Y1 �t^_i• fl ri iM I CS, .... Cf ` a4/—L A6'5 .4n le Wn 91, "o A
IF YOU HAVE QUESTIONS CALL (253) 835- 3�
WHEN CORRECTIONS HAVE BEEN MADE, CALL (253) 835-3050 FOR RE -INSPECTION. SEE BACK OF CARD
FOR DETAILS. NOTE: ELECTRICAL CORRECTIONS ARE REQUIRED TO BE MADE WITHIN 15 DAYS.
DATE INSPECTOR
DO NOT REMOVE THIS NOTICE _.
Page of
TO SCHEDULE OR CANCEL AN INSPECTION, OR TO OBTAIN INSPECTION RESULTS CALL:
(253) 835-3050
Be prepared to provide:
I O-Digit Permit Number 4-Digit Inspection Code (see below)
Preferred Date of Inspection Phone Number where you can be reached between 7:00 and 4:00
o You will receive a confirmation number at the end of the call. Make a note of the number for reference if a problem
occurs with scheduling. If you do not receive a confirmation number, the inspection was not successfully
scheduled.
o The correct inspection code must be used to schedule, cancel or obtain inspection results. The system will only accept
codes that are associated with your permit. Please verify that the inspection is included on the card attached to the
permit before attempting to schedule.
o Every effort will be made to perform inspections on the requested day, but it may take up to 48 hours, depending on
workload.
INSPECTIONS WILL NOT BE PERFORMED (AND YOU MAY BE ASSESSED REINSPECTION FEES) IF:
o The work is not complete and ready to be inspected
o Approved site copy of permit/plans/inspection card are not on site, available to inspector
o Site address is not clearly posted
o Inspector does not have access to the site or project. It is the responsibility of whoever is requesting an inspection to
provide any special equipment —such as ladders —required to access any aspect of the project.
BUILDING INSPECTIONS
ELECTRICAL INSPECTIONS
Drainage/Downspout/Footing
4040
Ceiling Cover
4020
Fire Stopping/Draft Stops
4095
Ditch Cover
4030
Floor Sheathing
4105
Feeders/Sub-Panels
4045
Footing/Setbacks
4110
Final Electrical
4055
Foundation Wall
4115
Pool Bonding
4295
Framing
4120
Rough Electrical
4225
Gypsum Wallboard Nailing
4130
Service
4235
Insulation
4150
Temporary Power
4275
Reinforcing Steel 4215
Roof Sheathing
4220
SIGN INSPECTIONS
Shear Walls
4245
Attachment -
4010
Slab/Concrete Floor
4255
Final Sign
4085
Suspended Ceiling Grid
4265
Final Electrical for Signage
4055
Under -floor Framing
4285
Footing/Setback
4110
Under -Slab Groundwork
4295
FINAL INSPECTIONS
MANUFACTURED HOME INSPECTIONS
Building
4050
Blocking /Tie Downs
4015
Final SWM
4375
Skirting/Final
4250
Fire Department call (253) 946-7318 to schedule
Planning
call project planner to schedule
SURFACE WATER MANAGEMENT INSPECTIONS
Public Works
call project inspector to schedule
Temp Erosion/Sediment Control
4365
Final SWM
4375
MECHANICAL INSPECTIONS
PLUMBING INSPECTIONS
Final Mechanical
4065
Final Plumbing
4075
Gas Piping
4125
Plumbing Groundwork
4190
Mechanical Rough -In
4165
Rough Plumbing
4230
ADDRESS:
L A0 ws
CITY OF
Federal Way
Building Division
33325 Eighth Avenue South
Federal Way, WA' 98003-6325
Phone 253-835-2607 Fax 253-835-2609
CORRECTION NOTICE
PERMIT#: I L r )y) I
k ol►� LL c '
IF YOU HAVE QUESTIONS CALL
(253) 835-
rs
WHEN CORRECTIONS HAVE BEEN MADE, CALL (253) 835-3050 FOR RE -INSPECTION. SEE BACK OF CARD
FOR DETAILS. NOTE: ELECTRICAL CORRECTIONS ARE REQUIRED TO BE MADE WITHIN 15 DAYS.
DATE INSPECTOR
DO NOT REMOVE THIS NOTICE -
PC�coe
TO SCHEDULE OR CANCEL AN INSPECTION, OR TO OBTAIN INSPECTION RESULTS CALL:
(253) 835-3050
Be prepared to provide:
10-Digit Permit Number 4-Digit Inspection Code (see below)
Preferred Date of Inspection Phone Number where you can be reached between 7:00 and 4:00
You will receive a confirmation number at the end of the call. Make a note of the number for reference if a problem
occurs with scheduling. If you do not receive a confirmation number, the inspection was not successfully
scheduled.
The correct inspection code must be used to schedule, cancel or obtain inspection results. The system will only accept
codes that are associated with your permit. Please verify that the inspection is included on the card attached to the
permit before attempting to schedule.
Every effort will be made to perform inspections on the requested day, but it may take up to 48 hours, depending on
workload.
INSPECTIONS WILL NOT BE PERFORMED (AND YOU MAY BE ASSESSED REINSPECTION FEES) IF:
o The work is not complete and ready to be inspected
o Approved site copy of permit/plans/inspection card are not on site, available to inspector
o Site address is not clearly posted
o Inspector does not have access to the site or project. It is the responsibility of whoever is requesting an inspection to
provide any special equipment —such as ladders —required to access any aspect of the project.
BUILDING INSPECTIONS
ELECTRICAL INSPECTIONS
Drainage/Downspout/Footing
4040
Ceiling Cover
4020
Fire Stopping/Draft Stops
4095
Ditch Cover
4030
Floor Sheathing
4105
Feeders/Sub-Panels
4045
Footing/Setbacks
4110
Final Electrical
4055
Foundation Wall
4115
Pool Bonding
4295
Framing
4120
Rough Electrical
4225
Gypsum Wallboard Nailing
4130
Service
4235
Insulation
4150
Temporary Power
4275
Reinforcing Steel 4215
Roof Sheathing
4220
SIGN INSPECTIONS
Shear Walls
4245
Attachment
4010
Slab/Concrete Floor
4255
Final Sign
4085
Suspended Ceiling Grid
4265
Final Electrical for Signage
4055
Under -floor Framing
4285
Footing/Setback
4110
Under -Slab Groundwork
4295
FINAL INSPECTIONS
MANUFACTURED HOME INSPECTIONS
Building
4050
Blocking /Tie Downs
4015
Final SWM
4375
Skirting/Final
4250
Fire Department call (253) 946-7318 to schedule
Planning
call project planner to schedule
SURFACE WATER MANAGEMENT INSPECTIONS
Public Works
call project inspector to schedule
Temp Erosion/Sediment Control
4365
Final SWM
4375
b
MECHANICAL INSPECTIONS
PLUMBING INSPECTIONS
Final Mechanical
4065
Final Plumbing
4075
Gas Piping
4125
Plumbing Groundwork
4190
Mechanical Rough -In
4165
Rough Plumbing
4230
Michael P. Grimit, Architect
516 Wana Wana PI. NE
Tacoma, WA 98422-1732
Phone: (253) 927-4421 E-Mail: grirnitarchitectureC'ceriwrylinlcnet
DATE: January 23, 2017
PROJECT: Borrelli Garage
4326 SW 307t' Street
Federal Way, Washington 98023
Re: Correction Notice Permit #16-101186 dated 12.28.16,
The project Architect and Structural Engineer, Ercin Sahin, have the following responses to
the correction notice of December 28, 2016:
1. Correct; HD-2 Hold Downs at the 2nd floor have not been complected and require
drilling through the Glu-lam beam below with tie rod bolted connection using 3x3 by
1 /4 plate washers at the bottom.
2. Correct; complete 1/S 5.0 bracing detail along both walls parallel to the floor truss
system unless waived by the Floor Truss Manufacturer.
3. See attached stamped floor truss calculations by TSE Engineering showing the truss
configuration and bracing required.
4. Exterior main floor door headers are framed with 4x8 members and single trimmers
rather than 4x10 and double trimmers. This condition is acceptable to Ercin Sahin.
5. A01 girder truss requires triple stud bearing continuously from the second floor double
plate all the way to the main floor treated plate connection at the foundation wall.
6. See attached stamped calculations from MiTek showing the approved truss
mechanical platform assembly required.
7. Gludam beam assembly is acceptable as the 14 inch size is nominal and
manufactured at the standard 13.5 inch depth. Strapping to the discontinuous double
top plate is acceptable.
8. Double 2x6 built up column is acceptable in lieu of a 4x6 column specked under the
13.5 inch Glu-lam header.
9. Contractor to provide H-10A/2 hurricane clips for uplift on trusses A01, A07, M01
except as allowed at the triple truss, where the H-10 will not fit, use A2.5A each side.
10. Truss bracing shown on MiTek truss layout and calculations to be installed by
contractor.
11. Correct; double trimmers under all 2"d floor window headers 5 feet wide or greater to
be provided by the contractor.
12. Correct; contractor to provide 6 inch flex ducting for 110 CFM fan.
If you have any questions, do not hesitate to e-mail or call me.
Sincerely,
Michael P. Grimit, Architect
t
' CITY OF ` PERM LIGATION
Federal Way AV ?"N11I6
MAR' 0 7 2 1
PERMIT NUMBER _ I lA _ ,S CITY OF FMERAL WAY4 Al
TAZDATE
r
SITE ADDRESS
CPJJe`'aj (�ri Y'
SUITEMNIT i
PROJECT VALUATION
ZONING
ASSESSOR'S TAR/PARCEL 0
(
TYPE OF PERMIT
5?BUILDING +LI' PLUMBING IKMECHANICAL ❑ DEMOLITION ❑ ENGINEERING ❑ FIRE PREVENTION
NAME OF PROJECT
` 'c r o ,!
PROJECT DESCRIPTION
Detailed description of work to
be included on this permit only
`" "" ,! + . ` t
:' ..� _ '
w
PROPERTY OWNER
NAME I � ,�` PRIMARY PHONE
rri aV Zi1�J. LI.S./
MAIJ,ING ADDRESS
3/�2Cn�,/ Vii'+�, art,
E- r
• oe:',-��x� :.
STATE ZiP1 +�
�
NAME
PHONE
MAILING ADDRESS
E-MAIL
CONTRACTOR
CITY
STATE
ZIP
FAR
WA STATE CONTRACTOR'S LICENSE M EXPIRATION DATE
FEDERAL WAY BUSINESS LICENSE A
NAME .. „j„ r '' i • II. I v
\
' ,j'RIMAR PHONE, 1 . -= ,1 r'7
...
APPLICANT
I -
r I t �✓ G�'i I �G.L�U IrL .
MAILING ADDRESS
5 -'
sr'l.:l `fV'ri'L.. L ,
CITY STATE ZIP {
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t V✓V�rI� {wV Y 141:I
FAR C.0—
PROJECT CONTACT
NAMEy r,_._ •,, }�.!}.„
{'�/I r" Y),) I /"'t1 s� 11 F ^ j
PRIMARY PHONE
MAILING ADDRESSC ,
Salm e -
T -KAIL
(The individual to receive and
respond to all correspondence
CITY STATE ZIP
FAX
concerning this application)
PROJECT FINANCING
NAME
� 7�� �, '�ry �✓ n�1r
(ES OWNER -FINANCED
Required value of $5,000 or more
(RC W 192 7.095)
MAILING ADDRESS, CITY, STATE, ZIP
PHONE
1 certify under penalty of perfury 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.
1 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 offlcers and employees, upon the accuracy of the
irtformation supplied to the city as a part of this application.
ant/
SIGNATURE: DATE ISL✓ �/ '--""fir
PRINT NAME: it
Bulletin #100 — January 1, 2013 Page 1 of 3 k:\Handouts\Permit Application
E,
r
CRITICAL AREAS ON PROPERTY?
WATER PURVEYOR
VALUE OF PLUMBING WORK
PLUMBING PERMIT
N l)
LUIS
$ U,1Knc,wr
VALUE OF MECHANICAL WORK
ixture to be installed or relocated as
MECHANICAL PERMIT
BATHTUBS (or Tuh/ShoaerCombo)
LAYS (H—dsinksl
Un YI b�..V rl
WATER PIPING
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
AIR CONDITIONER
FANS
FIREPLACE INSERTS
GAS PIPE OUTLETS
HOODS (carom mi)
OTHER (Described)
L
DRINKING FOUNTAINS
BOILERS
FURNACES
HOT WATER TANKS (cal)►"/
HOSE BIBBS
COMPRESSORS
GAS LOG SETS
REFRIGERATION SYST
GARAGE X CARPORT ❑
TENANT AREA ONLY
DUCTING
GAS PIPING
WOODSTOVES
OTHER (describe)
PROJECT AREA ONLY
GENERAL INFORMATION coV� t�Mlel l
CRITICAL AREAS ON PROPERTY?
WATER PURVEYOR
VALUE OF PLUMBING WORK
PLUMBING PERMIT
N l)
LUIS
$ U,1Knc,wr
Indicate how many o each type o
ixture to be installed or relocated as
part o this project. Do riot include existing fixtures to remain.
BATHTUBS (or Tuh/ShoaerCombo)
LAYS (H—dsinksl
TOILETS
WATER PIPING
DISHWASHERS
RAINWATER SYSTEMS
URINALS
OTHER (Describe)
DRAINS
+ SHOWERS
VACUUM BREAKERS
Occupancy Group(s)
DRINKING FOUNTAINS
SINKS (K nhrn/UWi1y(
1+ WATER HEATERS (Ei-t-)
DECK
HOSE BIBBS
SUMPS
WASHING MACHINES
TOTAL FIXTURES
GENERAL INFORMATION coV� t�Mlel l
CRITICAL AREAS ON PROPERTY?
WATER PURVEYOR
SEWER PURVEYORVALUE
OF EgISTING IMPROVEMENTS
N l)
LUIS
Lu D
$
EXISTING/PREVIOUS USE
LOT 812E (Ia Square Feet)
Gj 1
ERISTING FIRE SP SYSTEM?
Yes No
PROPOSED FIRE SUPPRESS SYSTEM?
_: Yes VNO
RESIDENTIAL. - NEW OR ADDITION
AREA DESCRIPTION (in square feet)
EXISTING
PROPOSED
TOTAL
FOR OFFICE USE
-----._.... _............... ..._......._._._._..,.._.............._...._._..._...._.....__......_...._.......... ....... - ..... .
BASEMENT
NEW BUILDING
.... _....... ..._........._._....._._._.._........ .--- ---------- _.............--
FIRST FLOOR (or Mobile Home)
ADDITION
SECOND FLOOR
1, d
►t t
AREA DESCRIPTION
COVERED ENTRY
Occupancy Group(s)
Construction
Type
# of
Stories
_.._............_.._._......_..._........,._..._...._...__._......_......._........ _... _....... .._....__...._._...__._..__.
DECK
(�� .1
.................. ..._....... .._._._.__`___........._........ _._- ........... _._
GARAGE X CARPORT ❑
TENANT AREA ONLY
_--.-----........._..._.__._--___
OTHER (describe)
PROJECT AREA ONLY
Area Totals
RXISTIIfO
PROPOM
TOTAL.
**MW HOAM Y"'
ESTIMATED SELLING PRICE $
# OF BEDROOMS
!_
COMMERCIAL — NEW/ADDITION
AREA DESCRIPTION
Area
in Square Feet
Occupancy Group(s)
Construction
Type
A of
Stories
Additional Information
NEW BUILDING
ADDITION
COMMERCIAL — REMODEL,/TENANT IMPROVEMENTS
AREA DESCRIPTION
Area
in Square Feet
Occupancy Group(s)
Construction
Type
# of
Stories
Additional Information
TOTAL BUILDING
TENANT AREA ONLY
PROJECT AREA ONLY
Bulletin #100—January 1, 2013 Page 2 of 3 k:\Handouts\Permit Application
5 ARTMENT OF COMMUNTrY DEVELOPMENT SERVICES
RESUSMITTE�
33325 Std Avenue South
• CITY OF Federal Way, WA 98003-6325
MAY 2 7 2016 253-835-2607; Fax 253-835-2609
FederalWav
www.cityoffederalWay.Com
CTTY OF FEDERAL WAY
CDS
RESUBMITTAL INFORMATION
This completed form MUST accompany all resubmittals
ie'eP/ease note.• Additional or revised plans or documents foran active p%lect wi/J not be accepted
unless accompanied by this completed form. Mailed resubmittals that do not include this form or that `
do not contain the correct number ofcopr•es will be returned ordlscarded You Bra encouraged to
submit all Aeras in person and to contact the Permit Counter prtor to submitting ifyou are not sure
about the number of copies raquired '*
Aff cHANGEs ro DRAwINGs MUST BE cl—ouDED.
Project Number: ,L Z.0— - 1 0 —L j�p— - D 0 - 5 F—
Project Name:
Project Addres
Project Contact:y►" 1 Phone:""
RESUBMITTED ITEMS:
Q§Udkd Descdption of Item
�aR�!�!E-.ter ,� ,, _� +�► <:_ . �',�. �►
9r 4L
Resubmittal Requested by: LAomff4X&letter Dated: OS/
M,wffraemuer)�
J
RESUS 0. !
OFF4F USE OK Y
Dlstributfon Date.• 5 `ivv By.
De t/Div
arae # Description
Buildin
Planning
PW
Fire
Other
Bulletin #129 — January 1, 2011
Page 1 of 1
k: lHandoutsWesubu ttal Information
0
. May 3, 2016
GRIMIT ARCHITECTURE
MICHAEL P GRIMIT
516 WANA WANA PL NE
TACOMA, WA 98422
Re: File #16 -101146 -000 -00 -SF; BORRELLI
4326 SW 307TH ST
Dear MICHAEL P GRIMIT:
0
RESUBMITTED
MAY 272016
CITY OF FEDERAL WAY
CDS
I am unable to complete the plan review of the above -referenced project until I receive additional information
regarding, but not limited to, the following:
• Please revise your plans to include all framing details of the exterior stairs. There are no details as to bow
they are built or supported. Please include all post sizes, beam sizes. landing framing and attachment methods
of the stairs to the supporting structure. Please show all post to beam' connections and material used. The
footings are detailed on page 52,0 detail 1.1
See revised plans 521.0 and details on S5.0. J(
• The interior stairs are missing the framing details for the landing and an attachment method for the stringer to
the framing above. Please revise you plans to include those details.
See detail 5.6.7 and 8 on page S5.07111
• On page 52.0 the headers are called out as 4x8 U.N.0 and on the roof framing notes all headers are to be
4x10 DF#2 U.N.O. Which headers gre correct?
4X 10-- See revised plans on S2,0,1f
• On the small dormers there isa,, a6x6 F #1. Please clarify this detail. Is this used to attach the common truss
am
_J
Ji g
and if so please show how fir i g members are attached?
See revised detail 4 on page S6.0,
• On page S2.0 there are (2) 2x�. 2 ' s at each end of the deck. Please provide a stitching pattern for theses (2)
2x 12's and bow you want th mattached to the framing.
See revised plans on S11 -S
• There are several retaining walls / concrete walls shown on the site plans but are not detailed in the structural
plans or in the project description. Please provide details for all retaining walls over 41 in height or if they are
holding back a surcharge. Please provide the engineers design and calculations.
2012 IRC 105.2 item 9 3 RetainitM wal1v that are not over 4 feet L1219 mni2 in height measured from
the bottom of the footing to the tQp of the wall, unless swortigg a surcharge.
Existing retaining walls shown to be altered on the site plan are not over 4 toot height. Retaining wall shown
on the exterior elevations that is over 4 foothe'glit vv it! not have a surcharge as the adjacent Concrete
foundation wall supports the surcharge load 7
• On page 54.0 the resteel shown in the footings and retaining walls needs some clarification. The minimum
lap splice for the #5 vertical is shown on the detail at 24" yet the class "B" lap splice chart shows longer lap
splices based on the PSI. Will all concrete be 2500 PSI and therefore all # 3, 4, 5, and 6 bars will be lap
splices per that chart?
Lap splice lengths are revised. See Revised details on S4.0,J
11
The rebar in the same detail on page S4.0 shows a double mat of # 5 rebar at the to of the footing but only a
single # 5 rebar at the bottom of the footing. Is there supposed to be another mat # 5 rebar at the bottom of
the footing as well? Please clarify this detail. Yes, see Revised note, #9 on S4.0.7
0 Detail # 6 on page S4.0. Is rebar in that detail a minimum # 4?
Yes, see revised detail 06
0 Please revise your plans to show how you are heating this space.
See attached kesdential Fnerg� Submittal Workshcet for heating .s�-siem con pliaace �.� ith Eii� rg� Code.V/l
* Please revise your plans to show how you are ventilating this space and how you will comply with 2 12 IRC
section 1507.1 as amended by the State.
See attached Resdential Energy Submittal Worksheet for Whole Flouse Ventilation compliance.
0 Please provide a guard detail at the deck and show how the guard will comply with 2012 IBC section 1607.8
as follows:
2012 IBC section 1607.8 Loads on handrails, Guards, crab bars, seats and vehicle barriers.
Handrails. guards, grab bars. accessible seats; accessible benches and vehicle barriers shall be designed
and constructed to the structural loading conditions set forth in this section.
1607.8.1 handrails and guards.
Handrails and guards shall be designed
,- to resist a linear load of 50 pounds per linear foot (PLQ (0.73 kNIM2
in accordance with Section 4.5.1 otASCE 7. Glass handrail assemblies and guards shall also comply with
Section 2407
1607.8.1.1 Concentrated load.
Handrails and giLards, shall also be designed to resist a concentrated load 0200 pounds LO, 89 LNJ in
accordance with Section 4 . 1 OASCE Z
1607.8.1.2 Intermediate rails,
See detail 9 on page S5.0 V
0 According to the structural engineer's general notes for foundations, the EOR has assumed soil pressures and
is requiring a qualified soils engineer to verify the soil bearing pressure and lateral earth pressure. Please
provide that documentation with the revised set of plans unless the EOR has documentation as to the current
soil pressure of this site and those soil pressures are consistent with his assumed calculations for bearing.
Not something I can provide. EOR made conservative assumptions as usual,
• Have the truss drawings been submitted to you or the EOR for approval per the general notes on page S 1.0?
Please provide a copy of the truss specifications with your resubmittal and please show that the truss design
has been approved by the architect of record or the EOR.
No., shop dra"ing with calculailtons will occur during construction. Your building inspector can monitor.
• On page 3 of the architectural drawings therg is a note that directs me to see the step footing detail on page S4.0
yet there is not a step footing detail on dage S4.0. Please provide that detail.
I've added a new detail on page S4AIV
The purpose of this plan review is to verify code compliance, to the extent possible and reasonable, given the
information provided on the plans and the city's plan review resources and capabilities. In no way does any city
approval constitute a guarantee of code compliance; authorize any work in violation of any applicable codes; or
relieve the owner of responsibility for complying with pertinent codes and ordinances.
Provide 2 sets of the corrected drawings, and complete a resubmittal form. Plans requiring engineering must be
stamped by the engineer and be accompanied by two copies of the engineer's calculations. I will review the
resubmittal as expediently as possible.
Please keep in mind that the planning department has requirements that may change the design of the building. If the
2
design of the building changes then please resubmit complete new sets of plans and engineering.
Further corrections may be necessary as a result of submitting additional information. If you have any questions,
please call meat253-835-2621..
Sincerely,
Peter Lawrence
Plans Examiner
Enc: Resubmittal Information Form
IF,
`CITY OF
Federal Way
CITY HALL
33325 8th Avenue South
Federal Way, WA 98003-6325
(253) 835-7000
` www. cityoffederalway.. com
Jim Ferrell, Mayor
Mr. Joe Borrelli iFly
April 5, 2016
4326 SW 307th Street
Federal Way, WA 98023
Re: Files 16 -101157 -00 -AU and 16 -101146 -00 -SF; PLANNING DIVISION TECHNICAL REVIEW
Borrelli Accessory Dwelling Unit; 4326 SW 307th Street, Federal Way
Dear Mr. Borrelli:
The Department of Community Development has completed review of the Accessory Dwelling Unit (ADU)
application submitted to the city on March 7, 2016. The ADU application cannot be approved as it does not
meet applicable zoning regulations.
FINDINGS OF FACT ON ADU
The ADU cannot be approved as discussed in findings 1 - 3 below. The following findings are based on site,
floor, and elevation plans by Grimit Architecture received with the ADU application on March 7, 2016.
1. Proposal— The applicant proposes to construct a detached two-story garage, which contains an ADU on
the second floor, above the first floor garage. The detached structure is proposed at 4326 SW 3071h
Street, Federal Way. The subject property is currently developed with a single-family residence.
2. Zoning— The subject property is a 1.7 -acre (73,418 square foot) lot located within a single-family low-
density residential comprehensive plan designation and Suburban Estate (SE) zoning designation.
3. Minimum Lot Si.Ze — The subject property is approximately 1.7 -acres in size. The minimum lot size for an
accessory dwelling unit use within the SE zone is five -acres. As the subject property does not meet the
five -acre minimum lot size requirement, the ADU cannot be approved. Specifically, the ADU zone use
chart, Federal Way Revised Code (FWRC) 19.195.180 note 1 states in part, "minimum lot si.Ze forADU',r is based
upon the minimum lot side for the existing primary dwelling unit as set forth in FWRC 19.195.010." The zone use
chart FWRC 19.195.010 for a detached dwelling unit requires a five -acre minimum lot size.
The existing single-family residence on the subject property is considered a permitted use as it meets the
buildable lot standard of FWRC 19.105.010, which code section permits as an exception (a detached
dwelling unit on a lot or parcel regardless of the size of the lot), subject to other requirements of this
section. However, the buildable lot standard does not apply for an ADU.
In light of the fact that the city cannot authorize an ADU at the subject property, you may be able to
construct a two-story detached accessory structure that does not meeting the definition of an ADU; provided,
the Planning Division comments below are adequately addressed prior to issuance of the building permit. The
lot coverage standard discussed below is a major issue that needs to be resolved.
• 0
Mr. Joe Borrelli
Page 2
April 5, 2016
4. The owner would need to provide the city with a notarized and recorded affidavit, certifying that the
detached structure will not be used or occupied as an ADU. The form and content of the affidavit would
need to be reviewed and approved by the city prior to recording this document at King County.
5. The detached building cannot contain all of the elements of an ADU, which by FWRC definition include:
permanent provisions for living, sleeping, cooking, and sanitation. The building as proposed does not
show a kitchen on the floor plan, so technically it is not an ADU as proposed.
Detached Building Si.Ze — Pursuant to FWRC 19.265.010, both the total gross floor area and footprint of an
accessory building must be less than the total gross floor area and footprint of the principal building on
the subject property, respectively. The primary residence on the property is 3,120 square feet in size as
noted on the site plan.
The proposed size/floor area of the two-story detached structure is identified as 3,084 square feet on the
submitted plans. However, further information and clarification of plans, and clarification of proposed
floor area of the two-story detached structure is needed to verify the actual size of the proposed detached
structure. Please advise how the square footages of the two floors are different sizes on the submitted
(square footage), so we can confirm the total gross floor area is smaller than the primary residence.
6. Required Yards & Height — As depicted on the site plan, the proposed new two-story detached structure
and associated improvements, including the stairway, meet the required 30 -foot front yard, and 10 -foot
side and rear yard setbacks.
The applicant would need to provide additional information and details regarding the proposed building
height in order to determine compliance with the maximum 30 -foot building height standard. The
building height calculation would need to be depicted on plans in accordance with FWRC definitions of
Height of Structure and Average Building Elevation. The building height is not correctly depicted or calculated
on the submitted plans.
7. Lot Coverage — The site plan as proposed exceeds the maximum 10 percent allowable lot coverage
standards of the zone use chart FWRC 19.195.010 and cannot be approved. The calculation shown on
the site plan does not meet applicable code requirements and needs to be revised to meet the lot coverage
standards in the FWRC. It appears that required revisions to the lot coverage calculations that reflect
proposed site improvements will result in the site plan exceeding the 10 percent maximum coverage.
Specifically, pervious pavement as proposed is counted at a rate of 50 percent coverage, similar to grass
grid pavers as allowed in FWRC 19.110.020(2). Therefore, the 2,175 square feet of pervious pavement
would count as 1,088 square feet of impervious area. The addition of 1,088 square feet of impervious
surface would result in the site exceeding the 10 percent maximum lot coverage. In addition, we need to
see a more detailed site plan, specifying all the sizes of all impervious areas, including gravel, driveways,
decks, structures, etc. in order to further verify the lot coverage.
In order to approve a lot coverage exceeding 10 percent as allowed in FWRC 19.195.010, a variance land
use application would be required. There are two different potential applicable variance processes as
summarized below.
In summary, a Process III administrative variance could be requested to permit up to 12.5 percent lot
coverage (25 percent of the measurable standard) rather than the code required 10 percent maximum
coverage. This process III variance application requires an application fee, public notice, and a decision
File #1 6 -101157 -00 -AU Doc. I.D. 72899
Mr. Joe Borrelli
Page 3
April 5, 2016
by the Community Development Director based on the criteria of FWRC 19.45.030. The burden of
proof for meeting the variance criteria is on the applicant.
In summary, a Process IV variance application could be requested to permit more than 12.5 percent lot
coverage. A process IV application requires an application fee, public notice, public hearing, and
decision by the Hearing Examiner. The Hearing Examiner is required to review any process IV
variance application based on the criteria of FWRC 19.45.030. The burden of proof for meeting the
variance criteria is on the applicant. Under this process IV scenario only, the applicant could also
request a variance to the minimum lot size for an ADU.
If you would like further information on the Process III or Process IV variance, I would be glad to
discuss this with you and provide you with further information. If you will be pursuing one of these
options, you will need further information from city staff as the information above is only a summary of
the variance process and requirements.
8. Water ems' Sewer — Water and sewer connections would require approval by Lakehaven or Tacoma Utility
District.
9. Other Department and Agency Review — The proposal will need to meet all applicable requirements of the
Building Division and other agencies including, but not limited to, the South King County Fire & Rescue.
BUILDING PERMIT REQUIRED
This correspondence does not constitute building permit approval. Comments numbers 4 — 10 above must
be adequately addressed in order for the Planning Division approval of the building permit application #16-
101146 -00 -SF. Additional building code regulations apply to the proposal, and will be identified by the
Building Division.
CLOSING
All code references above can be found in the FWRC at www.codepubhshing.com/WA/FederalWay/.
If you have any questions regarding this correspondence, please contact me at 253-835-2652, or
jim.harris@cityoffederalway. com.
Sincerely,
J 3-a rris
City Planner
Enc: Variance and Process IV Handouts
c: Isaac Conlen, Planning Manager
Peter Lawrence, Building Plans Examiner
Kevin Peterson, Engineering Plans Reviewer, Public Works Development Services
Michael Grimit, 516 Wana Wana Place NE, Tacoma, WA 98422-1732
File #16 -101157 -00 -AU
Doc. I.D. 72899
•
Grace Skidmore
0
From:
Michael P. Grimit <grimitarchitecture@centurylink.net>
Sent:
Tuesday, June 14, 201612:25 PM
To:
Jim Harris
Cc:
Peter Lawrence; Permit Center
Subject:
Re: garage permit 16-101146 sf
Jim and Peter:
Thank you gentlemen for your efforts. I know Joe Borrelli appreciates your prompt attention.
Please have Grace send us via e-mail the building permit amount due at permit pick-up.
regards,
mike
From: Jim Harris
Sent: Tuesday, June 14, 2016 12:08 PM
To: 'Joe Borrelli' ; Michael' P. Grimit
Cc: Peter Lawrence dd lito@comcast.net ; Permit Center
Subject: RE: garage permit 16-101146 sf
Joe and Michael:
The garage permit has been approved and is with the Permit Center staff, they likely have some processing to do before
it can get issued.
I put the following condition on the permit:
PLANNING FINAL REQUIRED
2nd Floor is not an Accessory Dwelling Unit (ADU). A Restrictive Covenant must be recorded against the property prior
to final inspection/approval, unless ADU is otherwise approved per FWRC. The applicant is responsible for payment of
the King County recording fee. Please contact Jim Harris, Planner at 253-835-2652 or jim.harris@cityoffederalway.com,
to obtain the document needed for recording. The document must be signed and notarized.
Contact the permit center staff at 253 835 2607 with any questions about issuing the permit.
Jim Harris
Planner
f=ederal" Way
33325 81h Avenue South
Federal Way, WA 98003-6325
Phone: 253/835-2652 Fax: 253/835-2609
www.citvoffederalw,iv.com
Office Hours Mon, Tues, & Thur, 8:00 AM —12:30 PM or by appointment
1
0
From: Joe Borrelli[mailto:JoeB@triarcprojects.com]
Sent: Monday, June 13, 2016 11:30 AM
To: Michael P. Grimit; Jim Harris
Cc: Peter Lawrence; djlito@comcast.net
Subject: RE: ADU
Mike
Please proceed with Brad getting out there to do this.
Joey Borrelli
TriArc Electric Supply
13028 Interurban Ave S, Suite 108
Tukwila, WA 98168
T 206-431-1234• C 206-963-3682
www.TriArcElectric.com
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From: Michael P. Grimit[mailto:grimitarchitectureCcbcenturylink.netl
Sent: Monday, June 13, 2016 10:35 AM
To: Joe Borrelli; Jim Harris
Cc: Peter Lawrence; dilito(a comcast.net
Subject: Re: ADU
Peter:
With regard to the footing bearing pressure, the structural engineer has assumed the minimum allowed by the IRC of
1500 PSF without benefit of a soils evaluation. See attached documentation. However, if the City of Federal Way wants a
verification, we can have Brad Biggerstaff of GEO RESOURCES come out to the site at the time of footing excavation to
quantify the foundation bearing pressure. Would that solution be acceptable for permit purposes?
regards,
mike
Joe:
Brads cost for a site visit would be in the $150 to $200 range to do this evaluation.
From: Joe Borrelli
Sent: Tuesday, June 07, 201610:09 AM
To: Jim Harris
Cc: Peter Lawrence ; Michael P. Grimit ; djlito@comcast.net
Subject: Re: ADU
Ok, thank you.
Joey Borrelli
TriArc Electric Supply
Cell (206) 963-3682
Office (206) 431-1234
On Jun 7, 2016, at 8:47 AM, Jim Harris <Jim. Ha rris@cityoffedera lway.com> wrote:
7
- mROVER
BOX GATE
FOR ; fl� tory
Borrelli Garage, Storage & ADU
ZONING/ SITE DATA Federal Way
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