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TY OF FEDERAL WAY S 9
BUILDING PERMIT APPLICATION °�9c
— Please Print
BOX 1 OWNER tl2f?nTa a- ro- C_.oa-iO.
JOB LOCATION_?
OWNER'S ADDRESS (- � , M 1112 V M
'�E'-� CITY. 7Fh c o t t tux
PHONE 4Gc�
DESCRIBE JOB "�?i vc-
THE PROPERTY IS OWNED BY: SINGLE/MARRIED
PARTNERSHIP
CORPORATION
BOX 2 CONTRACTOR'S NAME a = t CONTRACTOR'S REG. # NMT 15D k.51 Lrl
Card MUST be presented
CONTRACTOR'S ADDRESS1L-b =
CITY
PHONE 6jo`^ gAC-V
EXPIRATION DATE
—OR—
I HAVE READ CHAPTER 18.27.010 RELATING TO DEFINITIONS OF GENERAL CONTRACTORS AND SPECIALTY CONTRACTORS AND
CHAPTER 18.27.110 WHICH PROHIBITS ISSUING PERMITS WITHOUT PROOF OF REGISTRATION.
..........
BOX 3 CONTACT PERSON �� z r.
PHONE
BOX 4 SEWER DISTRICT b .A
WATER DISTRICT
BOX 5 ESTIMATED PROJECT COST . COO w
EXISTING BUILDING VALUATION
`��
BOX 6 PROPERTY TAX ACCOUNT NUMBER �26f2'
LEGAL DESCRIPTION 122 -
(If necessary, please submit a separate page with the legal
description.)
BOX BUILDING SQUARE FOOTAGE: (Existing/Proposed)
1ST FLOOR 12 -2ND
FLOOR l iot(p
3RD FLOOR / BASEMENT --f
..._ DECK 1
GARAGE
BOX 8 ( ✓SINGLE FAMILY
( V'NEW CONSTRUCTION
( ) MULTIFAMILY (NO. OF UNITS = )
( ) EXISTING STRUCTURE
( ) COMMERCIAUINDUSTRIAL
TOTAL AREA OF PROPERTY
SO FT
BOX 9 PLUMBING FIXTURES (including rough -ins)
MECHANICAL APPLIANCES — BASIC FEE $
N0. 3 WATERCLOSETS
GAS PIPING, FEET 32
$ 2 ` 0 C
✓
2 BATHTUBS
NO. I FURNACE, ELEC. -
GAS $(0-0,6
_–L—SHOWERS
I _GAS HOT WATER HEATER
$ F S�
_LAVATORIES
CONVERSION BURNER
$
_SINKS
BOILER, SIZE BTU $
_DISHWASHERS
AIR HANDLING UNITS
$
ELECTRIC HOT WATER HEATER
HEAT PUMPS, SIZE
$
_ LAUNDRY WASHER OUTLET
UNIT HEATERS
$
URINALS
AIR COOLING UNITS, SIZE
$
DRINKING FOUNTAINS
COMMERCIAL HOOD
$
SUMPS, SPRINKLER VACUUM BREAKERS
OTHER .....
- $
DRAINS
–. _
$
OTHER
$
TOTAL FIXTURES
TOTAL MECHANICAL FEE
$ Leo
I CERTIFY UNDER PENALTY OF PERJURY THAT THE INFORMATION FURNISHED BY ME IS TRUE AND CORRECT TO THE
BEST OF MY KNOWLEDGE AND FURTHER THAT I AM AUTHORIZED BY THE OWNER OF THE
ABOVE PREMISES TO PER-
FORM THE WORK FO P IT APPLICATION IS MADE.
OWNER/AGENrt ... .�'
DATE:
ANP -006 2/90
ZONE SETBACKS
PLANNING DEPARTMENT A_
REMARKS: lit( Q
OFFICE USE ONLY (PLEASE DO NOT WRITE BELOW THIS LINE)
FRONT La' SIZE V f e -&-Y) REAR S HEIGHT LIMIT a i�
PPROVAL .. �_G
SEPA: EXEMPTS NOT EXEMPT
FIRE DEPARTMENT APPROVAL
REMARKS:
PUBLIC WORKS DEPARTMENT APPROVAL- DATE 2- 2 -2 -YO
REMARKS:
TYPE OF JOB: NEW RESIDENCE_ RES. ADD/ALT NEW INDUSTRIAL IND. ADD/ALT
NEW COMMERCIAL COMM. ADD/ALT NEW MULTIFAMILY (UNITS )
MULTIFAMILY ADDIALT TENANT IMP. ROOF OTHER
OCCUPANCY TYPE OF CONST UCTION STORES
BUILDING SQ. FT. f @ y o _ -- t 3� • b❑
BUILDING SQ. FT. 3 G @ [ 7 - 3 _ - (, IE f,F. - 2_1
BUILDING SQ. FT. _ - @ -
BUILDING SQ. FT. @ _
BUILDING SQ. FT. @ ro
BUILDING SQ. FT. @
TOTAL SQ. FT. TOTAL VALUATION I z- VO 70
EBUILDING PERMIT NO. _ ._ P N CHECK FEE REC'D RECEIPT NO.
PERMIT FEE _73(. o ❑ PLAN CHECK FEE - PLUMBING FEE -4 S_- a n-- MECH. FE
TOTAL FEES 1-222,5'_ SBCC SURCHARGE r Q ENERGY SURCHARGE -6- AMOUNT DUE
BUILDING DEPARTMENT APPROVAL --------- -------------------------- DATE 3-
REMARKS
ASSIGNED ADDRESS: _35f 3 1 1 ! f" M S, Yr
RECEIVED
ACCEPTED FOR FILING
Whitacre Engineers, Inc.
Consulting Engineering & Land Planning
April 13, 1990
728 PACIFIC AVENUE. SUITE 100
P.O. BOX 5677 • TACOMA, WASHINGTON 98405-0677 • (206) 272-5144
RECEIVED
APR 1? 1990
Pichette Construction CIg OF SMALWAY
7901 49th Avenue East �i7EAT.
Tacoma, Washington 98443
Attention: Pat Pichette
Reference: Foundation Inspection at
35121 11th Place S.W.
Federal Way, Washington
Dear Mr. Pichette:
As requested, at 9:15 A.M. on April 13, 1990, I inspected the
spread footings on Lots 122, 123, 124, 125 and 127 in the
Madronna Meadows addition at the above address. The inspection
was requested in response to the City of Federal Way's concern
relative to the honey combing of the spread footings.
The spread footings were designed to be 18.inches wide and 8
inches deep with a stem 18 inches high and 8 inches thick.
The spread footings had been poured on the above lots and vary
in thickness from 8 inches thick to 12 inches thick. The extra
concrete thickness is to compensate for any variance in the
ground surface. All of the footings bear on undisturbed natural
soil and not on structural fill. The concern arose when the
forms were removed, some honey combing in the concrete appeared.
The question of structural integrity was asked.
I have reviewed the foundations, the loads that will be applied
from the structure, and performed soil bearing calculations.
I am satisfied the foundations will carry all the intended load
both present and future. In fact,"theoretically," in the
situation at this site a spread footing would not be required
(I do not recommend this) .
In conclusion, it is my professional opinion the footings as I
reported are satisfactory to proceed with further work without
any corrective measures.
r•
Pichette Construction
Page 2
April 13, 1990
Please call if you have any questions.
Very truly yours,
WHITACRE ENGINEERS, I
Wesley E. Taft, P.E.
Presiden��:
WET/ed r
cc: City of Federal Way ®r
Matt Bodhaine n ''
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SET BACKS AND FOOTINGS OX TO POUR FOUNDATION WALLS PLUMBING GROUNDWORK
DATE _ - ("SCS BYDATE BY DATE -_ . BY —
PLUMBING ROUGH IN WATER LINE O.K. MECHANICAL INSPECTION
DATE _ . -�_' _BY ._ 173 GAS PIPING O.K. DATE BY
O.K. TO ENCLOSE FRAMING INSULATION WALL BOARD AND FIRE WALL
DATE _J_LC�`rlL�-BY -445-- DATE _%-��/ BY - - - DATE. -
FINAL O.K. 0 O.CCUPY
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