97-100585 q�� �oa sgS
CITY OF FEDERflL WAY PERMIT NO: BLD97-0110
33530 Fi rst Way 5outh ,����.� �»..,,�.�',� I��� �'�I��b�.� � TSSUED: 04 f04/97
Federal Way, WA 98003 Builcfing Inspection ftequests 661-414C) BY: FC
661-40Qq EXPIRES: 10/O1/97'
.
ADDRESS:35423 7TH AVE SW
NO. : 06d231-072Q
RFtOJECT DESCRIPTION:NSF M/PLUMBING AHD MfCHANICAI. THIS IS TO BE REVIEWED AS A BASIC!!!
LOT 72
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I MAMCHESTER CONSTRUCTION LLC MANCNESTEA COHSTRUCTION LLC CASfADE COMMUNITY BANK �
�602 178TH AYE NE 14602 178TH AVE NE 25 16TN ST NE
� ..JODINVILLE iiA 98072 ii00DINVIILE WA 98072 AUBURN NA 98071-1996
) 206-481-3417 206-481-3417 �
MANCNCL033BH �
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#i; CONTRACTORS, PLEASE USE LOCATI011 CODE 1732 I�lEN REAORTIN6 �II.ES TAX F�t PROJECTS IIITNIM TNE CITY OF FEDERAL YAY. TAX RATE = 8.2; ==s
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( BLD?:X MEC?:X PLM?:X FLR--EXIST--PROP--- DWELLIN6 UNITS: 1 COMP PIAH.........:URBN FEfS:
� TYPE OF iiORK:HEM USE:RES 1ST.: 0: 1498:sf STORIES,.......: 2 REQUIRED AARKING..: 0 SPRINKtERS?......:? PLAN CHECK fEE = 627.25
CENSUS CATE60RY.....:101 2ND.: 0: 1142:sf HEIGHT.....: 2T.00 ft HAIARD CIASS...:? PN PLAN fHECK : 80.Q0
OCCUPANCY GROUP---------- 3RD.: 0: O:sf VALUATION---------- REQUIRED SETBACKS------- FIRE fLON....: 0 gpp BUILDING PERMIT....$ S 965.00 �
� ;R3 :U1 :? :? : OTNR: 0: O:sf EXIST..=: 0 fRONT.........: 20.00 ft Mechanical Pe nit� S 63.00 �
iTYPE OF CONSTRUCTION----- BSMT: 0: O:sf PROP...�: 192335 SIDE..........: 5.00 ft NATER SERVICE..:? SBCC SURCHAR6E.....# E �.50 �
:5N :SN :? :? : DECK: 0: O:sf REAR..........: S.00:ft SENER SERVICE..:? PLUMBING FIXT....93� � 98.00
( OCCUPANT LOAD------------ GAR.: 0: 460:sf RECEIVED.:02/20/91 SCH IMPACT (SFR) S 1707.00
� 0: 0: 0: 0: TOTI: 0: 3150:sf IMPERV SURfACE: 3396 sf SENSITIVE AREAS?.:? FINAL PLAN CHECK...� S 0.00
:a��s=_ae==m�aaa�os�.-�a�=sxmsasammaeaaas�se�oxaooa�^�axee==a=nasseeaa¢xx¢x �=saaasaeseessxaaazso=aesax�aaa===�s_nase=a:asxaaaea=�
� FUEL TYPES.:GAS ELE FANS.........,: 3 BOILERS/COMPRESSORS MATER CLOSETS......: 3 URINALS........: 0 TOTAL FEES � 3544.75
� 6AS PIPING.: 99 ft HOOD.......:::: 0 0-3 HP...:::: 0 BATH TUBS;;::::::::: 2 DRIHKING fOUHT:: 0
FURN<100K..• 1 M1CT IiOAK.. • 1 3-15 HP.. � 0 SHONERS., • 2 SUMPS.. • 0
( GAS HHT....: 1 i100D STOVES...: 0 15-30 HP....: 0 LAVATORIES.........: 4 VAC BREAKERS...: 0
� CONV BURNER: 0 FURH>100K...... 0 30-50 HP..... 0 SINKS............... 1 DRAINS.......... 0
� BBQ......... 0 MISC........... 0 5+ HP........ 0 DISH iiASHERS........ 1 LAYN SPRINKLERS: 0
� GAS DRYER..: 0 AIR HANDLIN6 UNITS FUEI TANKS--------- ELEC WTR HEATERS..,: 0 OTHER FIXTURES.: 0 )
RANGE......: Q <=10,000 CFM: 0 ABOVE GROUND: 0 LAUN WSHR OUTLTS...: 1 �
GAS LOGS...: 1 > 10�000 CFM: 0 UNDER6ROUND.: 0
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PERMITS EXPIRE 180 DArS AFTER ISSUAMCE IF NO iIORK IS STARTED. RESI�RTIAL AIID 6RADINC PERMITS EXPIRE ONE YEAR AFTER DATE OF ISSIMINCE.
I CERTIFY TNAT TNE IMFORMATION FURMISNED ME IS TRUE ANB CORRECT TO TNE BEST OF MY KMOMLED6E AND THE AP�ICABLE CITr OF FEDERAL IIAY REWIREMEMTS MILL HE MET.
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ONNER OR AGEHT _______ � DATE �
------ -- -----------------------------�.__________.—_--FILE COPY ------------------
BUII.DING Df VISION
� G 33530 First Way South
"`� Federal Way,WA 98003
uV AY��
(206)661-4000
Fax(206)661-4129c
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�+TY°� �kv�,, qppLICATION FOR BUILDING PERMIT
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PLE.4SE PR/NT APPLICATION # ( � ��
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����:��`1�1���� . :. ,.. ;:. Address f"� l� .�- _--- ';�°..�
Tenant (if known) Lot# % 7 �.-� Assessor's Tax#
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Building Owner's Name j.(.t j ni��1(-:5 i�.' �� � �'�� :�ll.� � !< <��y ��C� Address � � _�_ �' � � _ �
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Contractor's #(card must be presented) Expiration Date Verified ❑ Yes ❑ No
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LEGAL DESCRIPTION -
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use
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Permit includes: Buildin Plumbin �JVlechanical � Other
Type of Work: ❑ ResidenYial ❑ New ❑ Remodei ❑ Number of Units_ O Deck
❑ Commercial � Addition ❑ Gara e ❑ Shed ❑ Other
Enter 1st Floor � 'I sq ft 2nd Floor (��Z-sq ft 3rd Floor sq ft Existing Floor Area sq ft
Area Basement s ft Decks s ft Gara e s ft Pro osed Total Area s ft
Water Availabilit Sewer Availabilit � On-Site Se tic S stem Availabilit ❑ Pro'ect Valuation $
Zonin Lot Size Existin Bld Valuation $ -�-%�"
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Contact . Phone Fax
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License # + �� � �/=� � "� Ex iration Date � Verified ❑ Yes ❑ No
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license # ;'�-�1� r /'�' C' � / �� ( Ex iration Date �''-� ���"% Verified ❑ Yes ❑ No
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.. ....... .. ... .......... ...... ...
Water Closets ' Sinks %. Urinals Lawn S rinklers
Bathtubs Dish Washers � Drinkin Fountains Other
Showers Electric Water Heaters Sum s
i
Lavatories Washin Machine / Drains 7nta) Fi�ttare:>Cbunt
..........................................................................
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ME HANI AL EVAL ATI N NLY
�t���iC�l;::;�1���":Ct�€��I`f`:;::::>::::::::::::>:::::::::<::<:::::>:::::
C C U O O S
..
Fuel T e (electric/other) `r'/' '. Gas D er Air Handlin < = 10,000 CFM 15-30 Tons
Len th of Gas Pi in � Ran e Air Handlin > = 10,000 CFM 30-50 Tons
Furn <100K BTUs - Gas Lo Unit Heater 50+ Tons
Furn >100 BTUs Fans Miscellaneous Fuel Tanks
Gas Hwt � Hood Boilers Above Ground
Conv Bur�er Duct Work / 0-3 Tons Under round
BBQ's Wood Stoves 3-15 Tons Totel Unit Count
DIS CLAIMER:I ceRify under penalty of perjury that the infonnation fumished by me is irue and correct to the best of my knowledge,and furfher,that I am authorized by the owner of
ihe above premises to perform the work for which pemut application is made.I futther agree to save harmless the City of Federal Way as to any claim(including costs,expenses,and
attomeys'fees incuired in investigaiion and defense of such claim),which tnay be made by any pecson,including the undersigned,and filed against the City of Federal Way,but only
where such claim arises out of the reliance of the city,including its office�s and employees,upon the accuracy ofthe information supplied to the city as a part of this application
Owner/Agent: �'�/ ` � Date: / � J C '" `! �
ewniNc.nrr ,/
REVaEO 12I11/98
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DRAINS t. ;:
� _
Footing Drains ' t
� Footing drains shall be installed around all buildings in accordance with Federal Way City Code. � =
(FWCC)Article III, Section 5-67,Paragraph 6, as follows:
Footing drains shall be perforated drain line with a minimum 4" diameter and shall be installed - -
at or below the level of the footing base. Drain line shall be placed as straight as possible taking
. care not to create any nuining traps and maintaining apositive slope.A minimum 12" cover of ���
'/." or smaller washed rock shall be placed on each side and above the drain pipe: This rock
shall be covered above and to the outside of the trench with filter fabric. Back filling shall occur � �
in a manner which protects the drain line from being crushed or disrupted. The drain line shall -
be connected to a storm water system approved by the Deparlment of Public Works. At steps in
the foundation or other areas where it is not feasible to cover the perforated line with rock and' 4
�abric,non-perforated line shall be installed so that no blockage can occur in the drain. � � _
. . . . . . � � � .. . , � .. .. . .Y
Inspection of this system shall be required at�e time the drain pipe is installed and prior to covering �
_ 'with the upper:layer of rock. Drain line shall be laid and encased on two sides with washed rock An -"�
additional amount of rock sufficient to cover drain line to a depth of 12" and the filter fabric shall be on
site and ready to install. . '':' '-
In addition to the footing drains, a positive crawl space drain may be required to maintain a dry crawl
space.-This drain shall begin in a depression formed at the lowest point of the,crawl space:and consist
of a short length of perforated drain line,minimum 4" diameter,installed with washed rock and
wrapped with filter fabric cover to prevent drain from becoming plugged. The perforated line shall be
connected to a minimum 4" diameter non-perforated line and routed beneath the foundation footing to
: a point of discharge separate from the footing drain and approved by.the Department of Public Works.
� � '-` ...=
All footing drains shall be tightlined to an approved storm sewer. In the event it is not possible to -
comply with this requirement,the inspector on site shall make the decision addressing ternunation of
the drain line. Where,in the opinion of the inspector,good soil infiltration is available,the inspector � ` � �
may require a short perforated drainage line or dry well to porous earth to dissipate the collected water. `
In poorly drained soils, a geo-tech design of the footing drain system may be required.
. . . �
Where anfiltration systems are shown on the plans for downspout drains,they shall be designed to pick
� up drainage from required footing and crawl space drains.
. Roof Drains x:
, Roof drains shall consist of rigid tight line and be installed so as to be connected to all building
downspouts. Minimum diameter shall be 4" and all fittings and joints shall be primed and glued. Drain ;: -
line shall be installed with a positive slope to dischazge: Glued fitfings shall be installed at all
' downspout locations and a 4" minimum diameter rigid riser shall extend above grade. The downspout �
_ shall ternunate in the extension with the proper adaptor fitting employed. Drain line shall extend to a
storm water system approved by the Department of Public Works. _
Drtnms.Hax ' .
�mlv�� 33530 1ST WAY SOUTH . FEDERAL WAY, WASHINGTON 98003 . (206) 661-4000
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1/8" Bend (4"): 4" Rigid,Length Rei�uired --
to Extend above 6rade . ;' ,
4" Rigid f'ipe . ExtenSion of 4" t : � '-
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A5 halt EmulSion for Waterproofing as "'' ' -
� Kec�uired for Below Grade Living Area � '
_ _,
4" Rigid Down 5pout Drain -
. Provide 12" Minimum Coverage ofbrain���
- - a G with WaShed Rock or Drain Rock
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. ` � NOTE
. , . .
. � Drain Lines to be 5eperate and Tight. i'rovide Clean:0ut,5, ElbowS': ,, ;
and Other Fitting5 a5 Needed or a5 (�ec�uired by.Local JuriSdiction. -
,
Tight Line to 5torm Drain. , , " -
. D1��INP�G� D�Tf�fL � � � �� �
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� KING COUNTY , WASHINGTON , SURFACE WATER DESIGN MANUAL
� Desiyn Criteria/Specifications
1• See Figures 5.4.5.3A and 5.4.5.38 for details.
� FIGURE 5.4.5.3A FILTER FABRIC PROTECTION
STANDARD STRENGTH
FILTER FABRIC � �GRATE
IIIII —, NOTE• ONLY TO BE USED WHERE
II PONDING OF WATER ABOVE THE
—III IIII TRAfFIC8PR08 EMS AND W ERE
I II I Il CATCH BASIN I I�� �ROSION OF ISLOP�S, RESUIT IN
FIGURE 5.4.5.3B CATCH BASIN INSERT
CATCH BASIN �CRATE
II I NOTE: THIS DETAIL IS ONLY
SOLIO I I OVERFLOW ��I— ALLOWEDI THAT H SSA AIIN.
waLLS = � 0 5 C F. OF STORACE. THE UEANS
FILTER IdE01A III— TO DEWATER THE STORED
FOR DEWATERING_ 1 SEDIMENT, AN OVERFLOW, AND
I II� CAN 8E EASILY AIAINTAINEO. ;�,,..���
I I)I POROUS BOTTOAI � �I(_ �
C IIII ����
, Maintenance Standards
1. Any accumulated sediment on or around the filter fabric protection shall be removed
. immediately. Sediment shall not be removed with water, and all sediment must be
disposed of as fill on-site or hauled off-site.
2. Any sediment in the catch basin insert shall be removed when the sediment has filled one-
third of the available storage. The filter media for the insert shall be cleaned or replaced at
least monthly.
3. Regular maintenance is critical for both forms of catch basin protection. Unlike many forms
of protection that fail gradually, catch basin protection will fail suddenly and completely if
not maintained properly.
5.4.6 SURFACE WATER CONTROL
Minimum Requirement 6 All surface water from disturbed areas shall be intercepted, conveyed to
a sediment pond or trap, and discharged downslope of any disturbed areas. A� exception is for
areas at the perimeter of the site with drainage areas small enough to be treated solely with
perimeter protection (Section 5.4.3). Also, if the soils and topography are such that no off-site
discharge of surface water is anticipated up to and including the developed 2-year, 24-hou� design '
storm, surface water controls are not required. No discharge up to and including the 10-year, 24-
hour design storm shall be required if the project size, expected timing and duration of
construction, or downstream conditions warrant a higher level of protection (see the introduction
to Section 5.4.5). At the county's discretion, sites may be worked during the dry season without
surface water controls, if there is some other form of protection of surface waters, such as a 100-
foot, forested buffer between the disturbed areas and adjacent surface waters. Significant sources
of upslope surface water that drain onto disturbed areas shall be intercepted and conveyed to a
"`' S.4.6-1 11/94
I
.
KING COUNTY , WASHINGTON , SURFACE WATER DESIGN MANUAL
Desiqn and installation Specifications
1. See Figure 5.4.3.1 A fo� detaiL �
` 2. The geotextile used must meet the standards fisted below. A copy of the manufacturer's
fabric specifications must be available on-site.
AOS (ASTM D-4751) = 30-100 sieve size (0.60-0.15 mm) for slit film
50-100 sieve size (0.30-0.15 mm) for other fabrics
Water Permittivity (ASTM D-4491) = 0.02 sec�' min.
Grab Tensile Strength (ASTM D-4632) = 180 Ibs min. for extra strength fabric
100 Ibs min. for standard strength fabric .
Grab Tensile Elongation(ASTM D-4632) = 30% max.
Ultraviolet Resistance (ASTM D-4355) = 70% min.
. 3. Standard strength fabric requires wire backing to increase the strength of the fence. wre
backing or closer post spacing may be required for extra strength fabric if field performance
warrants a stronger fence.
4. Where the fence is installed, the slope shall be no steeper than 2H:1 V.
FIGURE 5.4.3.1A SILT FENCE
JOINTS IN FILTER FABRIC SHALL BE SPlICEO
AT POSTS. USE STAPLES, WIRE RINGS, OR `
EOUIVALENT TO ATTACH FABRIC TO POSTS. 2'x2" BY 14 Go. WIRE OR � /
EOUIVALENT, IF STANDARO { �
r I STRENCTH FABRIC USEO �,
� I fILTER FABRIC
. � � '
. � � � �
II � N
II
• „ �
- --� i�- - - - - - - -_� T � � _
6'/AAAX. �MINIMUM 4'x4' TRENCH� �
J / I BACKFILL TRENCH WRH `�
NATIVE SOIL OR 3/a"-1.5'
POST SPACING ti1AY BE INCREASEO WASHEO GRAVEL
TO 8' IF WIRE BACKING IS USED
2'x4' WOOD POSiS. STEEI FENCE
NOTE: FILTER Fa.BRIC FENCES SHALL BE POSTS, REBAR, OR EOUNALENT�,,�r
� INSTALLED ALONG CONTOUR WHENEVER POSSIBLE
Maintenance Standards
1. Any damage shall be repaired immediately.
2. If concentrated flows are evident uphill of the fence, they must be intercepted and
conveyed to a sediment trap or pond.
3. It is important to check the uphill side of the fence for signs of the fence clogging and
acting as a barrier to flow and then causing channelization of flows parallel to the fence. If
this occurs, replace the fence and/or remove the trapped sediment.
4. Sediment must be removed when the sediment is 6" high. � �'
5. If the filter fabric has deteriorated due to ultraviolet breakdown, it shall be replaced.
`-"r 5.4.3.1-2 11/94
�
~ �of G BUILD7NGDIVLSION
� 33530 First Way South
'vv �y�L' Federal Way,WA 98003
(20�661-4000
Fax(20�661-4129c
APPLICATION FOR BUILDING PERMIT
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Expiration Date Verified ❑ Yes ❑ No
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LEGAL DESCRIPTION
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P/ease Comv/ete Reverse SidR
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Existin Use
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. Proposed Usa
Permit includes: . � ❑ Buildin ❑ Plumbin ❑ Mechanical ❑ Other
Type of Work: O Residential ❑ New ❑ Remodel O Number of Units ❑ Deck
❑ Commercial ❑ Addition ❑ Gara e ❑ Shed O Other
Enter 1 st Floor sq ft 2nd Floor sq ft 3rd Floor sq ft Existing Floor Area sq ft
Area Basement s ft Decks s ft Gara e s ft Pro osed Total Area s ft
Water Availabili ❑ Sewer Availabili ❑ On-Site Se dc S stem Availabili � Pro ect Valuation S
Zonin Lot Siza Existin Bld Valuallon $
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License # L L t��C� 7 G 3 Ex iraUon Date pJ I �8 Verified O Yea ❑ No
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Contractor Name � Address �• � • `�X � ��
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License � �� ! �.� l �r' Ex iration Date ���6/y Verified O Yes ❑ No
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Water Closets �� Sinks � Urinals Lawn S rinklers
Bathtubs _ Dish Washers � Drinkin Fountains Other
Showers Electric Water Heatera Sum s
Lavatories Washin Machine � Drains 7otal �ixt�sre�ount:;
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�`���������� < MECHANICAL EVALUATION ONLY $
Fuel T e (electric/other) 'T/�S Gas D er Air Handlin < = 10 000 CFM 15-30 Tons
Len th of Ges Pi in / p Fen e Air Hendlin > = 10,000 CFM 30-50 Tona
Furn <100K BTUs ✓ Gas Lo Unit Heater 50+ Tons
Furn >100 BTUs Fans Miscellaneous Fuel Tanks
Gas Hwt j Hood Bollers Above Ground
Conv Burner Duct Work � 0-3 Tona Under round
BBQ�g Wood Stoves 3-15 Tons 'f'pts� lJnkt�nunt
OISCLAIMER:I aRify under penafty of pajury that ihe infoimation fwnished by me is tiue and comct to the best of my knowledge,and ituther,that I am authotiud by the owner of
the above premises W perform ihe work for which pemut application is made.I fiuther agree to save harniless the City of Federal W ay as to any claim(including oosts,expenses,and
�attomeys'fxs incvrted in investigation and defenu of such claim),which may be made by any pasoq including the und«signed,and filed against the City of Fedecal Way,but only
"where such claim arises out of the reliance ofthe city,including its offioas aad employxx,uprm the accvracy of the information supplied to the city as a part of this applicatioa
Owner/Ayent: � Date: / � ���� 7�7
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