98-10104598—h/b
Y5,
CITY OF FEDERAL, WAY
33530 First Way South
pp UU pp
E �..,M !I.�..,.�,��.�. 4,
.,,.u,,,. PERMIT N
�� �� uu p E 0:
it°N
B LD98-C)169
sll..
II"��,� II ISSUED:
05/04/99
Fcu,r—al Way, WA 98003
Building Inspection
Requests 253-6E1-4140 BY:
FC
253--661--4000
EXPIRES:
10/31/98
ADDRESS:30825 36TH CT 5W
NO.- 058755-0390
PROJECT DESCRI P T ION : NSF WITH PLUMBING AND MECH
f= OWNER =--=-xr=------ ---- ---
CONTRACTOR = _- : _ _� ___�_w�
___•....-���_�__.:-���--
LENDER
MCGUIRE HOMES INC
MCGUIRE HOMES INC
33635 5TH PL S
33635 5TH PL SW
FEDERAL WAY WA 98023
FEDERAL WAY WA 98023
I
i
i
253j838-5535
i 661-9679
MCGUIHI077BA
CONTRACTORS,
PLEASE USE LOCATION CODE 1732 MHEN REPORTING SALES TAX FOR PROJECTS
WITHIN
THE CITY OF FEDERAL MAY.
i BLD?:X MEC?:X
PLM?:X
FLR--EXIST--PROP---
DWELLING UNITS: 0
f COMP PLAN.........:?
�-
TYPE OF WORK:NEW
USE:RES
1ST.:
0:
2470:sf
STORIES........: 0 ?
REQUIRED PARKING..:
0
SPRINKLERS?......:?
CENSUS CATEGORY .....
:101
2ND.:
0:
O:sf
HEIGHT.....: 0.00 ft
HAIARD CLASS...:?
OCCUPANCY GROUP----------
3RD.:
0:
O:sf
VALUATION----------
REQUIRED SETBACKS-------
FIRE FiON....: 0 gpm
:?
•?
OTHR:
0:
O:sf
EXIST..$: 0
FRONT.......
0.00
ft
j TYPE OF CONSTRUCTION-----
BSMT:
0:
2031:sf
PROP ... $: 324495
SIDE..........:
O.OD
ft
WATER SERVICE..:?
:'.
:?
DECK:
0:
264:sf
REAR...........
O.00:ft
SEWER SERVICE-:?
OCCUPANT LOAD------------
GAR.:
0:
790:sf
RECEIVED.:03/31/98
: 0: 0:
0: 0:
TOTL:
0:
5555:sf
IMPERV SURFACE:
0
sf
SENSITIVE AREAS?.:?
FUEL TYPES.:GAS ?
GAS PIPING.: 95 ft
FURN<100K..: 1
I GAS HWT....: 1
CONV BURNER: 0
BBQ........ : 0
GAS DRYER..: i
RANGE......: 1
GAS LOGS...: 3
t._
PERMITS EXPIRE 180 D
I CERTIFY THAT THE I
OWNER OR AGENT
FANS..........:
5
BOILERS/COMPRESSORS
WATER CLOSETS......:
4
URINALS........: 0
HOOD..........:
1
0-3 TON.....:
0
BATH TUBS..........:
2
DRINKING FOUNT.: 0
DUCT WORK.....:
1
3-15 TON....:
0
SHOWERS ............:
2
SUMPS..........: 0
WOOD STOVES...:
0
15-30 TON...:
0
LAVATORIES.........:
6
VAC BREAKERS...: 0
FURN>10OK.....:
0
30-50 TON...:
0
SINKS ..............:
2
DRAINS.........; 0
MISC..........:
0
50+ TON.....:
0
DISH WASHERS.......:
1
LAWN SPRINKLERS: 0
AIR HANDLING UNITS
FUEL TANKS---------
ELEC WTR HEATERS...:
0
OTHER FIXTURES.: 0
<:10,000 CFM:
0
ABOVE GROUND:
0
LAUN WSHR OUTLTS...:
1
> 10,000 CFM:
0
UNDERGROUND.:
0
TAX RATE : 8.6%
FEES:
PLAN CHECKiFEE $ 927.55
PUB WKS PLCK(SF)..93 $ 80.00
BUILDING PERMIT .... # $ 1427.00
MechanicalPermit* $ 81.00
SBCC SURCHARGE ..... $ $ 4.50
SCH IMPACT�(SFR)NEW $ 2372.00
PLUMBING FIXT,.,.93* $ 126.00
PLUMBING FIXT....93* $ 81.90
Mechanical. Permit* $ 20.25
TOTAL FEES $ 5120.20
STARTED. RESIDENTIAL AND GRADING PERMITS EXPIRE ONE YEAR AFTER DATE OF ISSUANCE.
E AND CORRECT TO THE BEST OF NY KNOWLEDGE AND THE APPLICABLE CITY OF FEDERAL MAY REQUIREMENTS WILL BE NET.
DATE
FILE COPY
BunmiNGDivmoN
Cx" Of 33530 First Way South
Epp_M-1 I M A= Federal Way, WA 98003
(253) 661-4000
Fax (253) 661-4129
MAR 3 1 1991P MAR 3 1,1998
,.,.,,.-,AP,PLICATION FOR BUILDING PERMIT
PLEASE PRINT APPLICATION# RhqP--(-)16q
jk-,��EN Address ha-51 15A VICWT COON10 E3119 -3n-r4as�g-
B" M.
Tenant (if known) Nomi)
Lot #
A:),r�s g T # (I
Yrg Owner's Na O
z9tNGL F
m%o,�L &fti�L
-Tti
Address
33G 3E-
L I.Vj.
city �G-DWL W�
I State VJA
zip OZ3
Phone 2S3 -66 1-26-71
Nature of Work
. -V
Name (F,M,L) )�LG 0) &L �QML� Di
Address 3K3S- 5-T W.
City EEQcJzkL W PrI-11, WA
State W
Zip 802,3
Contact Per
156v\� 666NOK)
Day Phone
I
Other Phone
;M-939-5S35
Fax
253
1,16 WOM-11011AM]
Company Name S A ?70 \3
Address
city
State
ZIP
Contact Person
Phone
Fax
Contractor's # (card must be presented)
Expiration Date
Verified C3 Yes 0 No
Name YWG\`\?,L TM&
Address 35 —SrH
Cit
State W A
lip
Contact Person DOM 666NOO
Ph2t_16 1-767 9
Fax:Z5� _661-167
LEGAL DESCRIPTION sft�%�W cwAM-ij Effffl-�,S.
NJ.
ftg$e, CornjXIQte &W-GO $de.
-, f 3`.:- .:
cxistinp Use
V s
Proposed Use W [(lG.r
Permit includes:
Building
9K Plumbing
Mechanical
17 Other
Type of Work: A Residential
❑ Commercial
V(New
❑ Addition
❑ Remodel
'0 Garage
❑ Number of Units
❑ Shed
❑ Deck
❑ Other
Enter 1 st Floor 2,110 sq ft
Area Basemont Sq ft
2nd Floor
Docks
sq ft 3rd Floor sq ft
s ft Gara e sq ft
Existing Floor Area
Proposed Total Area
sq ft
so ft
Water Availability ❑ Sewer Availability❑
On -Site Septic System Availabili ❑
Project Valuation
s
Zoning
I Lot Size
Existing Bldg Valuation
Is
Name
00
Address Qvls' 1 i r e
State
Contractor Name
Address 1112 1 _ 311-4/t C.
City
State VJA
zip 12444
Contact
Phone _Fax
1 _ /�
2,3'n) 3J
License #
3
Ex iration Date 119F
Verified ❑ Yes ❑ No
-
Contractor Name ? jr c- N 0 Y%- r q
l vV C. J v T�•T�
Address 1 2 I ® —9j�'1 �1 , F-
jS `o ' t
Cit ft
State
r 9
Contact (ids � — cm �
V1.21
2 e 53 �f _O M
/ I,(J
Fax
License # U�& 1 -7L
Expiration Date
Verified ❑ Yes ❑ No
II ,
Water Closets
Sinks
Urinals
Lawn Sprinklers
Bathtubs ez
Dish Washers
Drinking Fountains
Other
n
Showers r-
Electric Water Heaters
Sumps
Lavatories
Washing Machine
Drains
a�Fi7i#ure Gount:�ss:: `
_i''
MECHANICAL EVALUATION ONLY $
Fuel Type (electric/other)
Gas Dryer
Air Hendlin < = 10,000 CFM
15-30 Tons
Length of Gas Piping
LF
Range
Air Handling > = 10,000 CFM
30-50 Tons
Furn <IO.OK BTUs L
Gas Log
Unit Heater
50+ Tons
Furn > 100 BTUs 8
Fans S
Miscellaneous
Fuel Tanks
Gas Hwt
Hood
Boilers
Above Ground
Conv Burner e
Duct Work
0-3 Tons
Underground
BBQ's
Wood Stoves
3-15 Tons
Total Uhit Count .::.; ...............
DISCLAIMER: I certify under penalty of perjury that the i ifonnation furnished by me is true and correct to the best of my knowledge, and further, that I am authorized bythe owner of
the above premises to perform the work for which permit application is made. I further agree to save harmless the City of Federal Wary as to any claim (including costs, expenses, and
altomeye fees incurred in ins igatien and defense ofsuch claim which may be made by any person, including the undcrsigncd, and filed against flit City of i�edcral Way, but only
where such claim arises out o ho rcliancq,X city, ingruding'st officers and employees, upon the accuracy ofthe information supplied to the city as a part of this application.
Owner/Agent: �rL(- // _ _ _ Date: c _'21
BuuT.Arr
MMEO 812e/97
'Poles IK1
�1
Twt o
-- m 4
CITY OF FEDERAL WAY`
PUBLIC W RKS DEPARTMENT
BY-- - -
100
w
D(J1.-.LD1 NG PERM,,' f
f-11 ; 1'. s - 661 - 4 14, 0
C, Il
r c r DE" J 1! I. f) I t I HS F WITH I'LUMEING AND MICE
m(G'11RE HOMES II'':mc(�Ijipl Noms li,lc
3305 5TI! PL S 3305 51H PL SW
FEDERAL WAY WA 1-.40 FEDLRAL WAY 0 98023
L6611-9679
tts CONTRACTORS, Rm ftsi LOCATIDA CODE 1132 mas ww"
FLP - Y I S I - ?POP-- -
Typt OF 1ST.: 0: 2470:sf [D-q
cpsucs CA
'Ji.cmv , - I - 71
Kama 3RD.:
TYPE OF CONSTWTION ----- I
OCCUPANT LOAD------------
0: 0: 0: O: SUPIACI:
for elak,
PERMIT, BL 1)98-016'�r
I
;00fill
c c FEDERAL MAY. IqX RAff 8.6%
VP INKLER"... --'?
IND CLASS. .:?
F [I'L FLOW 0 yip
6.01 ft VATIR SEP
O.00:ft SEWER SERVICE—:?
0 sf SENSITIVE AREAS''.:'
. f(ES:
PLAN (H[iX'Fff
R11 WKS.Ptfl(cff .,J
ML DING KRMT I — , t
Perait't
S(H IMPACT (liFF."INIq
PLUMBING t'!'l ... .P-J*
PLUMBING FIXT... . 93t
ruft-TYPES.-i"As,
iLERSICOMPRISSOR,
WATER CLOSETS ......
........
TOTAL FEES
Ac. PIPING.:
)I �
0-3 TON.....: ^.
0
RATH TI)PS ..........
DRINtI111, FOUR].:
0
GAS HWI....
-15 TOA..
15-30 TOM—:
0
SHOWER'S.— .........
LAVAIURIIS ..........
SUMPS........... 1..........
VAC EP.IAKERS...,
com"V BURRE , R: -
GAS DRYER..:
0O
I
ASKING 11NIT.3
'
30-5U TO((...:
50f TON ..... :
'FUEL TANKS----
0
0
SINKS, . .......
DISH WAS'HIPS .... : t
Mc WIP HIfiTIRS ... : 0
DRAINS.........:
LAWN cPPIRQERS:
OT10, F14TI)PES.:
00
0
0
FARGE
6
ABOVE GROUND:
10H WSHR OVILTS...: I
'7h1, LOGS...:
3
> 0,Oa! CFI: 0
1j"DERGkOUND. :
0
.. ...... .. :- - , — %- --:— — -o_a- -, .. --- —, ,
PERMITS EXPIRE I Af TER ISSU If RK IS START11F. RESIDENTIAL AND UJING PERMITS EXPIRE ONE YEAR AFTER NIE OF IMKE-
'J'I"CER11ify Im ME IP AND CORRECT 10 TAL BEST Of NY KMEDGE W TNL APPtl(AVLL CITY OF FEDERAL MAY ROUIRLOLMIS UItt K KI.
filimii& op AGE
NT E
SETBACKS &' FOOTINGS
Date '— gy
FOUNDATION WALLS
Date — l— By
PLUMBING GROUNDWORK
Date By
1.UNDERFLOOR .FRAMING
Date V ' Y:
gy
SHEAR .WALLS
DateB -.
Byc
PLUMBING ROUGH -IN
Date 7- 1
By C_
GAS PIPING
Date
g
MECHANICAL ROUGH -IN
Date
B
MECHANICAL IOTHER)
Date
By
FRAMING
Dare
By
INSULATION
Dat
By
GWB - 7ST LAYER
Date —q
By 6
By
By
By
By
By
SU!LD!NG F!hJ n L
Date
By
OTHER
Date
By
OTHER
Date
By
CD0193
MON, , AUG-03-93 8 :37AM E ' DENNEY, P. E.
August 3, 1998
Federal Way Building Dept.
33530 1st Way So,
Federal Way, WA 98003
253 939 13' P.02
UENi.&A ENGINEERING, INC.
38809 191 st Ave. SE
Auburn, Washington 98092
Phone & Fax (253) 939-1373
Subject: Residence at 30825 36th Ct. ISW
Federal Way, WA ,
Permit No. BLD98-0169
Lateral Force Detailing
To the Person Concerned
Regarding the above referenced residence, I have been informed that
there has been concern that shear walls in some areas do not stack
vertically in the upper and main stories, and that therefore needed
vertical continuity from roof to foundation is not achieved. It has
been suggested that in one instance a vindow be moved to provide the
desired vertical alignment.
In actual fact strict vertical alignment of shear walls is not
required by either code or structural, considerations. UBC-97 Table
16-L Item 4 allows in -plane offset of vertical elements equal to or
less than the width of those elements without special consideration,
Structurally, the requirement for shear transfer between stories can
be achieved by adequate connection of the upper shear wall to the
floor diaphragm at its base, which diaphragm then transfers the shear
to the offset shear wall in the story below. For structures which
essentially meet the prescriptive method of lateral bracing in the
code, the base connection of the shear wall to the floor diaphragm is
achieved thru sole plate nailing and plywood or OSB bottom edge nailing
to the rim joist.
(Where non -prescriptive lateral bracing is involved in a design and
strap holdowns are specified in some areas, those holdowns need only
be connected to the studs in the upper story and to the rite joist of
the floor diaphragm at its base. This detail occurs when an opening
below or out -of -plan offset of walls between stories px•ecludes
connection of the strap'to studs in the lower story. Short straps
lacking the capacity of a calculated holdown force can be doubled to
meet the required force).
MON, AUG-03-98 8:37AM E DENNEY, P. E. 253 939 13?' P. 03
For the subject residence it is my opinion that prescriptive lateral
bracing is essentially achieved throughout. The builder has chosen to
install straps in certain locations, and this does not nullify the
assignment of "prescriptive status" to this structure, in my opinion.
I do not believe relocation of any windows is necessary. For the
record, I would certify that this residence as constructed is
structurally safe to resist code specified lateral loads.
sincerely
—6GLtl��
Bmerson R. Denney, PE
WA. iic. No. 9788
lemma --1-oa
T-3 _q T
May- 08- 98 , 09 : 58A Icicle Creek Engineers 206 557 - 4369 P .'O2;
Icicle Creek Engineers - Dail Field Re ort
]Prepared by: James B. Thompson Project No: 0254-001 Date: May 7, 1998
Signature:,-,- 3 Location: Federal Way, Washington Arrival: 1400
Weather: Clear, sunny Owner: McGuire Homes, Inc. Departure: 1500
Reviewed by: Client: Same as owner Page: I of
Report No: 1 Distribution: McGuire Homes, Job File Attachments: N/A
Jim Thompson of Icicle Creek Engineers(ICE) visited the site of construction of a single family residence at 30825-36th
Court SW in Federal Way, Washington at the request of Don Gagnon of McGuire Homes, Inc. The purpose of this visit was to
observe the subsurface conditions exposed in the house excavation as a basis for providing comments on the stability of the
permanent slopes which are planned at the site after the house has been completed.
We understand that the excavation for the house was complete at the time of the site visit. The soils exposed in the
excavation consisted of an upper zone of sand fill with variable amounts of organic matter, overlying native sand deposits which
appeared to be in a medium dense to dense condition. A considerable amount of wall backfilling and lot regrading will completed
in order to achieve the final grades on the lat which are planned after the house is complete.
We understand that the permanent slopes on the lot after the house has been completed will have an inclination of 3
Horizontal. I Vertical, or flatter. It is our opinion that these slope will be stable with respect to large scale instability provided that
good construction practices are followed and the following provisions are met.
• Surface runoff should be prevented from running down the face of the slopes by using curbs, berms, drainage ditches and
swales, as appropriate.
• The slopes should be planted as soon as possible to minimize erosion. A temporary covering should be used to protect the
slopes from erosion as necessary.
• All fill slopes should be constructed with fill material which is compacted to at least 90 percent of the maximum dry
density determined in accordance with the ASTM-1557 test procedure. The fill should be property keyed into the existing
slope.
• All structures which retain the slopes are adequately designed and constructed,
It is possible that the permanent slopes could experience some shallow surface creep and slumps under some
circumstances.
Our firm is available to observe the construction of the permanent slopes, including completing density tests in the fill
material, if appropriate.
Post-W Fax Note 7671
Dale-5/0
Peoe►
ge
To 0 . n G e n
From n 1`►� r . .
Co./Dept.
1'vl [ �, ,� • V tom. n'« .
Co- :L �.
Phone M
Phone 0`i1-7� r
Fax
Z 1S3)
Icicle Creek Engineers, Inc., Meadow Creek Professional Center, 22525 SE 64th Place, Suite 202, Issaquah, Washington 98027
Telephone: (425) 557-4368 Fax: (425) 557.4369