HomeMy WebLinkAboutCASCADE VIEW, 2912
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BRE.J.\1ERTON BUILDING DEPARThfENT
1991 WSEC Compliance WoOOheet-E1earic
APPUCATION NUMBER;
APPLICANT: t ~ t../ ~ l\ ~ -L
DATE:
SITE AD 0 RES:
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II SCOPE OF WOR!(;
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HEATING SYSTE.:.\1:
TOTAL HEATED SQ. Fr._l 2:> q -6
TOTAL GlAZING SQ. Fr.
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COMPLIANCE OPTIONS
1. 100/0 0.46 0.40 R-38 R-30 R-21 R-21 R-IO R-30 R-10
2. 12% 0.43 0.20 R-38 R-30 R-19 R-19 R-IO R-30 R-10
3. 12% 0.40 0.40 R-38 R-30 R-2l R-21 R-10 R-30 R-10
4. 15% 0.40 0.10 R:.38 R-30 R-19 R-19 R-10 R-30 R-10
.- '7 5. 18% 0.39 0.20 R-38 R-30 R-l1 R-21 R-lO R-30 R-IO
6. 21% 0.36 0.20 R-38 R-30 R-ll R-ll R-10 R-30 R-lO
7. 25% I 0.35 0.20 R-38 R-30 ll.-19 (eM R-ll R-10 R-30 R-lO
8. 30% I 0..32 0.20 R-38 R-30 ll.-19 (e ll.-5 R-21 R-10 R-30 I R-lO
To comply with the WSEC you 11Uty choose one of the above optimzs. Indicate which option is eqUlll to or greater
than the percenta~ obtained by dividing your glazing sqUllre foota~ by your total heated square footage. Follow
the line across to determine the required insulation values of building elements for that option. A heat loss
calculation may hi! submitred in lku of choosing one of these optimzs, but wiD bi! subjea to review and approval by
the Building Official
WINDOW SCHEDULE ON FOLLOWING PAGE ~IUST BE COMPLETED
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BREMERTON BUILDING DEPARTMENT
WSEC Wmdow Schedule
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TOTAL WINDOW SQUARE FOOTAGE: 2.. I B
Brand and model/type must be submitted on window schedule. Any changes must be resubmitted to the
Building Department.
BIUIMIJRTON BOILDING~DIJPARTMlJNT
Inspection Report
Scope of won: Nm-J SFR
1lClCl~: 2912 CASCADE VI~-J
Owner: R&R CONSTRUCTION
Contractor: OWNER
Pennlt Nmnber: 16595
Phone:
Phone:
COMMENTS:
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FOOTINGS APPROVED:
FOUNDATION
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WALLS APPROVED: ~~ /&11/-75
10'
COMMENTS:
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APPROVED:
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COMMENTS:
UNDER FLOOR/FOUNDATION INS~ APPROVED,
WAIL INSULATION APPROVED, t 11( Vl~CElUNG INSULATION APPROVED,
MECHANICAL
art
hearth.
COMMENTS:
GAS PIPING APPROVED:
FURNACE APPROVED:
OTHER APPLIANCES APPROVED:
uired
COMMENTS:
PLUMBING GROUNDWORK APPROVED:
PLUMBING ROUGH-IN APPROVED /Y~
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SHBETROCK
COMMENTS:
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SHEETROCK APPROVED:
PINAL
COMMENTS:
uired
FINAL APPROVED:
CITY OF BREMERTON - BUILDING DEPARTMENT
478-5275 - 286 FOURTH STREET, BREMERTON, WA 98337
INSPECTION REPORT
PERMIT NO. ~ (cS-q 0-
I have this day inspected this structure and these premises and have found the following violations
of City, County and/or State laws governing same: '/
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You are hereby notifie at no morework shall be covered upon these premises until the above
violations are corrected. When corrections have been made, call for re-inspection.
Do Not Remove This Tag DATE 1~/<Q~
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B REM E R TON
B U I L DIN G
D E PAR T MEN T
PER M I T
--------------------------------~------------------------------------
----------------------------.-----------------------------------------
Application Date
Issue Date
Assessor Acct #
site llocation
Owner - Last Name
- street
- City
- Phone
Tenant's Name
Agent's Name
Architect's Name
[X] Building
[X] Mechanical
[X] Plumbing
09/11/1995
10/02/1995
Application Number 95AP08906
Permit Number 16595
Project Group
2912 CASCADE VIEW
R&R CONSTRUCTION
LOT 13 CASCADE VIEW
BREMERTON
(206)
First MI
....-
/
RON WHITED
WORK 779-5060
[ ] Grading [ ]
[ ] Move Building []
[ ] Mobile Home []
State WA Zip 98310
Phone(206)
Phone(360)377-1799
Sign
Burning
Land Clear
[ ] Paving
[ ] Underground
[ ] Demolition
Building Contr.actor:
Work will be completed by owner.
. \
Nature of Work:
New SFR 1393 sq ft, 400 sq ft garage, and deck 120 sq ft
Building Valuation $139000.00
---------------------------------------------------------------------
,
Council District 2 Census Tract
Construction Sq Feet Inspections
Type 1393 Required
Residence [X] Zoning Foundation (X]
Business [ ] Type Framing [X]
Other [ ] Insulation [X]
New [X] Plumbing (X]
Repair [ , Status Mechanical rX]
J I.
Remodel [ ] Code Wallboard (X]
Addition [ ] 1 Fi,nal [X]
.ReceiVed~BY: ". r ~~ Approved By: . ' .
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B ,R E M E R. T. 0 N B,.Q: :1 L D I N G D E P A R T M ~ N !I'
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M E C H A N I C A L P "-E R M I T A P P L I C A T I 0 N
=~=====~=============================================================
Application Number 95AP08906
Work will be completed by owner.
1 stoves
Fire Place Inserts
1 Furnaces
Conversion Burners
Unit Heater
Boilers
3 Gas System: Max 5 Outlets
Evaporation Coolers
Air Conditioning Units
Heat Pumps
Mixing or Re-Heat Box
Air Handling Units
2 Fans
1 Range Hoods
1 Clothes Dryers
Incinerators
Duct Alterations
Tanks
Refrigeration Units
Other Items
===========,===========-=============,================~==========~,======
I ' ..._,
B REM E R TON
B U I L DING D E PAR T M EN T
P L U .M BIN G
PER M I TAP P L I CAT ION
=====================================================================
Application Number 95AP08906
Wor.k will be completed by owner.
2 Toilets
1 Bathtubs
3 Basins
2 Showers
1 Kitchen Sinks
1 Dishwashers
I,aundry Trays
1 Clothes Washers
1 Water Heaters
Urinals
Drinking Fountains
Drains
Slop Sinks
Water Piping and Alterations
Interceptors
2 Hose Bibb
Lawn Sprinkler
Private Pools
Public Pools
Building Sewer
Gas Pipe
Roof Drain
Private Hot Tubs
Publi.c Hot Tubs
Other Options
--------------------------------------------------------------~------
--------------------------------------------------------------.-------
B REM E R TON
B U I L DIN G
D E PAR T MEN T
CON D I T r 0 N S
o F
PER M r T
-----------------------'----------------------------------------------
---------------------------------------------------------------------
Application Number 95AP08906
Permit Number 16595
---------------------------------------------------------------------
Building--Plans approved as revised.
Engineering--R-O-W permit required for street to
'.
driveway connection. Provide 12 inches of cover
over driveway culvert. Pipe shall be 12" diameter
eMP or concrete. Provide interceptor ditch as
shown on erosion control plan.
p~
Planning--Maximum building height 301.
=====================================================================
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28& Foartb Street, BremenonWA98337
Phone: (380)478-5275. .," Fax: (380)478-5278
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. RESIDENTIAL PLAN REVIEW "CHECKLIST
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OWNER: ;?+- f( t!c~ ~ lJe.. .,:r....
SITE ADDRESS: Lot' 13 I1"'S6.4"J.e. U~
. CONTRACTOR:
PERMIT #
$(...
DATE:
9./~ 9"$
" PLANs EXAMINER:
........ ....... ..............................
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The numbered items on the following pages are associated with the above referenced
codes, as adopted by the City of Bremerton. This sheet, in addition to the checklist,
shall remain attached to your approved plans and remain on-site for inspection
purposes. Items circled in red on the checklist are identified on the approved plans
by the same item number. Compliance with the associated code section during
construction is required. This checklist is submitted as information only, and shall
not be construed as an all-inclusive list of code requirements. Errors or omissions in
these plans and specifications shall not prevent the Building Official or his
authorized agents from requiring revisions or corrections to these plans, nor from
stopping the progress of the project under permit.
Office hours are from 8:00 a.m. to 5:00 p.m. Monday through Friday. Inspections
can be scheduled by calling 478-5275 before 9:00 a.m. for same-day inspection. You
must know your permit number when requesting an inspection.
RESIDENTIAL PI:AN REVIEW
,
PERMIT #
FLOOR PlAN
1.
ROOM IDENTIFICATION: Each room and the
intended use must be clearly defined on the plans by the
applicant for plan review purposes.
2.
EGRESS WINDOWS: use Section 310.4. All sleeping
rooms and basements are required to have egress windows.
The window shall have a minimum net clear openable area
of 5.7 square feet. The minimum net clear openable
height dimension shall be 24". The minimum net clear
openable width dimension shall be 20". The window shall
have a finished sill height not more than 44" above the
floor. Window wells shall be provided when egress
windows have a finished sill height below adjacent ground
elevation. The well shall allow the window to be fully
opened and provide a minimum accessible net clear
opening of9 square feet, with a minimum dimension of
36". Window wells with a vertical depth of more than 44"
shall be equipped with a permanent ladder. Rifer to
handout for additional information.
3.
SMOKE DETEcrORS: use Section 310.9.1. A
detector shall be installed in each sleeping room and at a
point centrally located in the corridor or area giving access
to each separate sleeping area. Where the ceiling height of
the room open to the hallway serving the bedrooms exceeds
that of the hallway by 24" or more, smoke detectors shall
be installed in the hallway and in the adjacent room. Each
floor and basement shall have at least one detector.
Required smoke detectors shall receive their primary power
from the building wiring and shall be equipped with a
battery backup. Detectors shall be interconnected to
provide audibility in all areas. When the valuation of an
addition, alteration or repair exceeds $1,000 and a permit
is required, smoke detectors shall be installed (Exuption:
Repairs to the exterior surfaces of a Group R occupancy are
exempt from these requirements).
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SAFETY GLAZING: use Section 2406.4. All glass
located in an area which the use considers hazardous
must be safety glazed:
1. Glazing in ingress and egress doors.
2. Glazing in sliding door assemblies and panels in
swinging doors (wardrobe doors excluded).
3. Glazing in storm doors.
4. Glazing in all unframed swinging doors.
5. Tub/shower enclosures and any glazing in a wall
enclosure within 60" of standing surface.
(6) Glazing in any opening adjacent to a door within
24" where the boctom is less than 60" above the
walking surface.
7. Glazing that meets all of the following conditions:
A. Exposed area of an individual pane >9
square feet.
S. Exposed bottom edge <18" above the
floor.
e. Exposed top edge >36" above the floor.
D. 1 or more walking surfaces within 36"
horizontally of the plane of the glazing.
8. Glazing in railings
See code for exceptions for Items 1 through 8.
9. Glazing in walls and fences used as the barrier for
indoor and outdoor swimming pools and spas when all
of the following conditions are met:
9.1 The bottom edge of the glazing is less
than 60 inches above the pool side of the
glazing.
9.2 The glazing is within 5' of a swimming
pool or spa deck area.
10. Glazing in walls enclosing stairway landings or
within 5' of the bottom and top of stairways where the
bottom edge of the glass is less than 60" above a
walking surface.
use Section 2406.6 Glass Railings. Glazing in railings
shall be one of the following:
. Single fully tempered glass.
II Laminated fully tempered glass.
. Laminated heat-strengthened glass.
For all types, the minimum nominal thickness shall be
1/4".
5. NATURAL LIGHT & VENTILATION: use Sections
1203.2, 1203.3. Habitable rooms shall be provided with
natural light by means of exterior glazed openings with an
area not less than one tenth of the fluor area of such rooms
with a minimum of 10 square feet. Habitable rooms shall
be provided with natural ventilation by means of openable
exterior openings with an area of not less than one twentieth
of the floor area of such rooms with a minimum of 5 square
feet.
t['\
;" 6. : EXHAUST FANS: WSYIAQSection 302.1. Exhaust fans
, j are required in each kitchen, bathroom, water closet room,
laundry facility, indoor swimming pool, spa and other
rooms where excess water vapor or cooking odor is
produced. use Section 1203, UMe Section 609.10.
The point of discharge of exhaust air shall be at least 3'
from any opening into the building or property line (this
includes dryer exhausts and kitchen range hoods). See
energy section of this checklist for more specific
requirements.
1
~
CLOTHES DRYERS: UMC Section 504.3. Clothes drye;
exhaust ducts shall terminate outside the building, and be
equipped with a backdrali: damper. Ducts shall not be
connected with sheet metal screws or other fasteners which
will obstruct the flow. Duct length shall not exceed a total
combined vertical and horizontal length of14', including 2
900 elbows. Two feet shall be deducted for each 900 elbow
in excess of 2. Approved flexible duct connectors not more
than 6' in length may be used, provided they are not
concealed within construction.
~
RANGE HOOD: UMC Section 906. The vertical
distance between the cooking top of a domestic range and
the hood shall not be less than 30". Refer to WSVL4Q
Section 302.1 6- Table 3-1 for more specific requirements.
9.
WATER CLOSET CLEARANCES: UBC Section 2904.
Water closet shall be located in a clear space not less than
30" in width. The clear space in front shall not be less
than 24".
10. SHOWER AREAS: UPC Section 909(c)&(d). All showers
shall have a minimum finished interior floor area of 1024
square inches and shall also be capable of encompassing a
30" circle. These dimensions shall be maintained to a
point 70" above the shower drain outlet. Threshold shall
be of sufficient width to accommodate a minimum 22"
door.
11. FACTORY BUlL T CHIMNEYS & FIREPLACES: UBC
Section 3102.5.1. Factory-built chimneys and fireplaces
shall be installed per the terms of their listings and the
manufacturer's instructions as specified in the UMC.
12. TIGHT-FITTING DOORS (FIREPLACE): WSVIAQ
Section 402. Solid fuel burning appliances and fireplaces
shall be provided with tight-fitting glass or metal doors.
An outside source of combustion air shall be ducted to the
firebox.
13. FIREPLACE HEARTH EXTENSION: UBC Sections
3102.7.11,3102.7.12. An approved noncombustible
hearth must extend at least 16" from the front of, and at
least 8" beyond each side of the fireplace opening. Where
the fireplace opening is 6 square feet or larger, the hearth
extension shall extend at least 20" in front of, and at least
12" beyond each side of the fireplace opening.
14. CLEARANCE TO COMBUSTIBLES (FIREPLACE &
CHIMNEYS): UBC Section 3102.3.3 & Table 31-B.
When masonry chimneys are built within a structure, a 2"
clearance to combustibles is required. When the chimney
is placed on the exterior of the structure, a 1" clearance is
allowed. UBC Section 3102.7.8. Combustible material
shall not be placed within 6" of fireplace opening. No
combustible material placed within 12" of the fireplace
opening (such as mantles or decorative fireplace surrounds)
shall project more than 1/8" for each I" clearance fro~ the
opening.
15. COMBUSTION AIR: UMC Chapter 7. In buildings of
unusually tight construction, fuel-burning appliances shall
obtain combustion air from outside (excluding cooking
appliances and clothes dryers).
16. APPLIANCE LOCATIONS: UMC Section 315. UPC
Section 1309. Fuel burning warm-air furnaces or water
heaters shall not be installed in a bedroom, bathroom,
closet or in any enclosed space with access only through
such room. Exception.' direct vent appliances.
(ji)APPLIANCES LOCATED IN GARAGE: UMC Section
308. Heating and cooling equipment and water heaters
installed in garages shall be guarded from damage when
located in the normal vehicle path. When such equipment
generates a glow, spark or flame capable of igniting
flammable vapors, it shall be installed with sources of
ignition at least 18" above the floor.
4'AvfATER HEATER: UPC Section 131O(e). Water heaters
V~all be anchored or strapped to resist horizontal
displacement due to earthquake motion. UPC Section
1007(e). Temperature and pressure relief valves shall be
drained to outside. Drain may not be trapped and must
terminate no more than 2' nor less than 6" from the
ground. WSEC Section 504.2.1. All electric hot water
heaters shall be placed on an R-I0 pad when located in an
unheated space or on a concrete floor.
19. L.P.G. (PROPANE) APPLIANCES: UMC Section 304.6.
L.P.G. burning appliances shall not be installed in a pit,
basement or similar location where heavier-than-air gas
might collect. Appliances so fueled shall not be installed in
an above-grade under-floor space or basement unless such
location. is provided wi th an approved means of removal of
unburned gas. UMC Section 304.7. Containers for
storage ofL.P.G. shall be installed in accordance with the
Fire Code.
20. MANUFACTURER'S SPECS: UMC Section 304.1. The
installer shall leave the manufacturer's installation and
operating instructions attached to the appliance.
21. VACUUM BREAKERS: UPC Section 1003(n). Potable
water outlets with hose attachments other than water
heater drains and clothes washer attachments shall be
protected by a listed non-removable backflow preventer.
22. TRAP PRIMERS: UPC Section 707. Floor drains or
similar traps connected to the drainage system and subject
to infrequent use shall be provided with an approved
automatic means of maintaining their water seals.
~ GARAGE/DWELLING DOOR: UBC Section 302.4.
'-J The door between the dwelling and garage must be self-
2
closing and either 1-3/8" solid wood or have a 20 minute .
rating ,(labeled), Unrated metal doon wi/J not be accepted.
QARAGEJDWELLING SEPARATION: UBe Section
.-/302.4 Exuption 3. The required 1-hr fire-resistive
construction between a garage and a dwelling as set forch in
table 5-A has an exception that allows the 1-hr fire-resistive
construction to be limited to the garage side (typically 5/8"
Type 'X" gypsum wallboard). Section 302.2 requires that
where the occupancy separation is horizontal (ceiling),
structural members supporting the separation shall be
protected by equivalent fire-resistive construction (this
includes all supporting walls). There shall be 2 layers of
5/8" Type "X" GWB applied to the ceiling when framing
members are 24" on center.
25. SEPARATION BElWEEN DWELLING UNITS: UBe
Section 310.2.2. Walls and floors separating dwelling units
in the same building shall not be less than 1-hr fire-resistive
construction.
26. FIRE-RESISTANCE OF EXTERIOR WALLS: UBe
Table 5-A. 1-hr fire-resistive construction required within
3 feet of property lines, openings not permitted less than
3'. For apartments, the requirement is 5' for both.
27. FLOOR AREA: UBC Section 310.6.2. Dwelling units
shall have at least one room with not less than 120 square
feet of floor area. Other habitable rooms except kitchens
shall have an area of not less than 70 square feet. Section
310.6.3 requires that habitable rooms other than a kitchen
shall not be less than 7' in any dimension.
28. MINIMUM CEILING HEIGHTS: UBe Section
310.6.1. Habitable spaces shall have a ceiling height of not
less than 7'6" except for kitchens, halls or bathrooms which
may be no less than 7'.
29. ATTIC ACCESS: UBC Section 1505.1. Attics with a
minimum vertical height of 30" must be provided with
minimum access openings of not less than 22" x 30".
30. DOORS: UBC Section 1004.6. At least 1 doorway shall
be of a size as to permit the installation of a door not less
than 3' in width and not less than 6'8 " in height. The
door shall be mounted so that the clear net width is not less
than 32".
31. LANDINGS: UBC Section 1004.9, 1004.10. There shall
be a floor or landing on each side of all doors. The floor or
landing shall be not more than 1" lower than the threshold
of the doorway. In private dwellings, an interior door may
open on the top of a flight of stairs or on an exterior
landing, provided the door does not swing over that top
step or exterior landing (except that screen and storm doors
may) and the landing in not more than 8" below the floor
level. Where a door opens over a landing, the landing shall
have a length not less than the width of the door. Exterior
landings may have a slope not to exceed 1/4" per foot.
Lindings shall have a length measured in the direction of
travel not less than 36".
~) GUARDRAILS: UBe Sections 509.1, 509.2, 509.3.
V/ Stairs, landings, ramps, balconies or porches which are
more than 30" above grade require guardrails. The top of
the guardrail shall not be less than 36" high (42" when
other than individual dwelling units). Open guardrails shall
be designed such that a sphere 4" in diameter cannot pass
through.
~
&;/HANDRAILS: UBC Section 1006.9. All stairways with 4
or more risers shall have at least one handrail. Such
handrails shall be placed not less than 34" nor more than
38" above the nosing of the treads. The handgrip portion
of the handrail shall not be less than 1-1/4 " or more than
2" in cross-sectional dimension. Handrails may project
into the required stair width a distance of 3-1/2". There
shall be a space of not less than 1-1/2" between the wall
and the handrail. Rtfer to handout.
34. STAIR WIDTH: UBe Section 1006.2. Stairways serving
an occupant load of 49 or less shall not be less than 36" in
width.
35. STAIR RISE & RUN: UBe Section 1006.3. Private
stairways serving an occupant load ofless than 10 may be
constructed with an 8" maximum rise and a 9" minimum
run (7" and 11 "for all others). No riser can be less than 4".
The largest tread run may not exceed the smallest by more
than 3/8". The greatest riser height may not exceed the
smallest by more than 3/8".
36. STAIR HEADROOM CLEARANCE: UBe Section
1006.15. Every stairway shall have a headroom clearance
of not less than 6' 8". See exuption for spiral stairways.
37. USABLE SPACE UNDER STAIRS: UBC Section
1006.12. The walls and soffits of enclosed usable space
under stairs shall be protected on the enclosed side by not
less than I-hour fire-resistive construction.
38. WINDING STAIRWAYS: UBe Section 1006.4.
Winding stairways shall have no width of run less than 6"
and a required width of run (9") provided at a point 12"
from the narrow side.
39. SPIRAL STAIRWAYS: UBe Section 1006.6. Spiral stairs
may be used for exits when the area served is limited to 400
square feet. The tread must provide a clear walking area
measuring at least 26" from the outer edge of the
supporting column to the inner edge of the handrail. A
run of at least 7-1/2" is to be provided at a poi n t 12" from
where the tread is the narrowest. The rise must be
sufficient to provide 6'6" headroom. The rise of the steps
shall not exceed 9-1/2".
3
STRliCTURAL
40. SPECIFY FOUNDATION FOOTING SIZE: UBC
Section 1806.1 and Table 18-1-0.
· Supporting 1 floor: minimum 6"x12".
· Supporting 2 floors: minimum 7" x 15".
· Supporting 3 floors: minimum 8" x 18".
c1i)FOOTING REINFORCEMENT: UBC Section 1915. As
a minimum standard, refer to the attached handout:
Pmcriptiv~ Foundation R~inforc~m"'t R~quir~",ts, as
provided by the Olympic Peninsula Chapter ofICBO.
42. SPECIFY FOUNDATION WALL SIZE: UBC Table 18-
I-D.
· Supporting 1 floor: minimum 6" wide.
. Supporting 2 floors: minimum 8" wide.
· Supporting 3 floors: minimum 10" wide.
@FOUNDATIONWALL REINFORCEMENT: UBC
. Section 1914.3. As a minimum standard, refer to the
attached handout: Pr~scriptiv~ Foundation R~inftrc~"'t
Requir~m",ts, as provided by the Olympic Peninsula
Chapter ofICBO. Walls exceeding 8' in height must be
designed and stamped by a design profissiona~ licensed
with the State of Washington.
44. SPECIFY FOOTING DEPTH: UBC Section 1806.1 and
Table 18-1-0.
. Supporting 1 floor: 12" below grade.
. Supporting 2 floors: 18" below grade.
. Supporting 3 floors: 24" below grade.
45. SPECIFY FOUNDATION WALL HEIGHT: UBC
Section 1806.1. Wall must extend at least 6" above grade.
Walls exceeding 8' in height must be designed and stamped
by a design proftssiona~ licnzsed with the State of
Washington.
46. ANCHOR BOLTS: UBC Section 1806.6. Bolts shall be
not less than 1/2" diameter, embedded at least 7", spaced
no more than 4' apart. There shall be a minimum of2
bolts per piece (sill plate), with 1 bolt located within 12" of
each end of each piece. A properly sized nut and washer
shall be tightened to the plate.
47. DAMP-PROOF FOUNDATION WALLS: UBC Section
1402.4. Foundation walls enclosing a basement below
finished grade shall be damp-proofed on the outside by
approved methods and materials.
48. PIER PADS: UBC Table 18-1-0. Same as footings.
49. FOOTING/PIER SETBACK FROM SLOPE: UBC
Section 1806.4. Footings adjacent to slopes shall be
founded in firm material with an embedment and setback
sufficient to provide vertical and lateral support. See Table
18-1-0.
50. CHIMNEY FOUNDATION: UBC Section 3102.7.2.
When an approved design is not provided, foundations for
masonry and concrete fireplaces shall be not less than 12"
thick, and meet the depth requirement for a footing.
51. FOUNDATION VENTILATION: UBC Section 2317.7.
Under-floor areas must be provided with openings having a
net area of not less than 1 square foot for each 150 square
feet of under-floor area. Openings shall be located as close
to corners as practical and shall provide cross-ventilation.
The openings shall be equally spaced and located on at least
2 sides. They shall be covered with corrosion-resistant wire
mesh with openings of 1/4" in dimension.
52. WOOD IN CONTACT WITH CONCRETE AND
MASONRY: UBC Section 2317.2. Wood embedded in
the ground or in direct contact with the earth shall be
treated wood. All foundation plates or sills and sleepers on
a concrete or masonry slab, which is in direct contact with
earth, and sills which rest on concrete or masonry
foundations shall be treated wood or foundation redwood.
53. COLUMNS AND POSTS: UBC Section 2317.5.
Columns and posts located on concrete or masonry floors
or decks exposed to the weather or to water splash or in
basements shall be supported by concrete piers or metal
pedestals projecting above floors unless approved wood of
natural resistance to decay is used. The pedestals shall
project at least 6" above exposed earth and at least 1" above
such floors. Individual concrete or masonry piers shall
project at least 8" above exposed ground unless the
columns or posts which they support are of approved wood
of natural resistance to decay or treated wood.
54. GIRDERS ENTERING MASONRY OR CONCRETE
WALLS: UBC Section 2317.6. Ends of wood girders
entering concrete or masonry walls shall be provided with a
1/2" airspace on tops, sides and ends unless approved wood
of natural resistance to decay or treated wood is used.
55. POST-BEAM CONNECTIONS: UBC Section 2324.
Positive connections shall be provided at post-beam
connections to ensure against uplift and lateral
displacement. UBC Section 1603.3.5. Anchorage of walls
and columns to foundations shall be provided.
56. SPECIFY WOOD SPECIES & GRADES: UBC Section
2305. All wood used in construction shall conform to the
applicable standards or grading rules of the UBC and shall
be identified by a grade mark.
4
57. FLOOR FRAMING: UBC Section 2326.8.3. Beams and
girder! supported by concrete or masonry shall have not
less than 3" of bearing. Floor joists shall be supported
laterally at the ends and at each support by solid blocking
except where the ends of joists are nailed to a header or rim
joist or to an adjoining stud or other approved means. Joist
framing from opposite sides of a beam or partition shall be
lapped at least 3". See Tables 23-I-V-J-l & 23-I-V-J-2 for
allowable spans.
58. BEARING PARTITIONS: UBC Section 2326.8.5.
Bearing partitions perpendicular to joists shall not be offset
from supporting girders, walls or partitions more than the
joist depth. Joists under and parallel to bearing partitions
shall be doubled.
59. UNDER-FLOOR CLEARANCE: UBC Section 2317.3.
When floor joists are located within 18" or beams are
located within 12" of the ground in crawl spaces, all
components of the floor assembly shall be wood of natural
resistance to decay, or treated material. Included are the
posts, beams or girders, joists and sub-floor.
~~ UNDER-FLOOR ACCESS: UBC Section 2317.3.
LV} Under-floor areas shall be supplied with a minimum 18" x
24" opening unobstructed by pipes, ducts or similar
construction.
61. WALL FRAMING: UBC Sections 2326.11.1,2326.11.2,
2326.11.9. Utility grade studs shall not be spaced more
than 16" on center, or support more than a roof and
ceiling, or exceed 8' in height for exterior and load bearing
walls or 10' for interior non-bearing walls. Studs shall be
placed with their wide dimension perpendicular to the wall.
Bearing and exterior walls shall have double top plates that
overlap at corners and partitions. End joints in double top
plates shall be offset at least 48". The minimum length of
any stud shall not be less than 14". Cutting and notching:
may not exceed 25% in bearing or exterior walls, may not
exceed 40% in non-bearing walls. Bored holes: may not
exceed 40%, except that 60% is allowed in non-bearing
walls. See Table 23-I-R-3 for additional information.
62. WALL BRACING: UBC Section 2326.11.3. All exterior
walls and main cross-stud partitions shall be braced to resist
wind and seismic forces. Walls must be braced at each end
of wall and every 25'. 25% of wall length must be
sheathed on the 1st story of a 2 story building, or the 2nd
story of a 3 story building. 40% of wall length must be
sheathed on the 1st story of a 3 story building. See Table
23-I-W for types of bracing allowed.
63. HEADERS: UBC Section 2326.11.6. All openings more
than 4' wide shall be provided with headers consisting of
either two pieces of2" framing lumber placed on edge and
securely fastened together or 4" lumber. Each end of the
header shall have at least 1-1/2" of bearing for the full
width. Headers shall be designed to support the loads
specified by the UBC.
64. FIRE-BLOCKS & DRAFT-STOPS: UBC Section 708.
Fire-blocking and draft-stopping shall be installed to cut off
all concealed draft openings (both vertical and horizontal)
and shall form an effective barrier between floors, between
a top story and a roof or attic space, and shall subdivide
attic spaces, concealed roof spaces and floor-ceiling
assemblies. Fire blocking shall be provided every 10' both
vertically and horizontally. in concealed spaces of stud walls
and partitions and at the ceiling and floor levels, including
soffits, drop ceilings, cove ceilings, stair stringers, around
vents, pipes, ducts, chimneys, and fireplaces, and similar
openings which afford a passage for fire at ceiling and floor
levels. Draft stopping shall be installed so that the area of
the concealed space does not exceed 1.000 square feet and
completely separates dwelling units.
65. SPECIFY SIDING TYPE: UBC Section 2320. Ensure
proper fastening for type used, wood siding may not be less
than 3/8" thick.
66. WEATHER RESISTIVE BARRIER/SIDING: UBC
Section 1402.1. All weather-exposed surfaces shall have a
weather-resistive barrier to protect the interior wall
covering. The felt or paper shall be applied horizontally,
with the upper layer lapped over the lower layer not less
than 2". Where vertical joints occur, felt or paper shall be
lapped not less than 6".
67. VENEER: UBC Section 1403.6.4.2. Anchored veneer
shall be supported on footings, foundations or other
noncombustible support. Wall ties shall be corrosion
resistant and spaced so as to support not more than 2
square feet of wall area but shall not be more than 24" on
center horizontally. In seismic zones 3 and 4, anchor ties
shall have a lip or hook on the extended leg that will engage
or enclose a horizontal joint reinforcement wire No.9
gauge or equivalent. Joint reinforcement shall be
continuous. Anchor ties shall be completely embedded
with cement mortar. Weep holes shall be provided at the
lowest course. When applied over stud construction, the
studs shall be spaced a maximum of 16" on center and 15#
felt shall first be applied over the sheating or wires between
studs and mortar shall be slushed into the 1" space between
spacing and paper.
68. SIDING/EARTH SEPARATION: UBC Section 2317.8.
Wood used within 6" of earth shall be treated or wood of
natural resistance to decay.
;6;;) DECKS & EXTERIOR STAIRS: UBC Section 2317.12.
L:'/ Uncovered decks, porches or exterior stairs shall be
constructed of approved wood of natural resistance to
decay, or treated. Included are joists, beams, girders,
decking and posts.
5
ffO.)TRUSSES: UBC Section 1704. Must be accompanied
L--' with engineering data and installation specifications. and
must indicate the type of roofing to be used. Specs shall be
available on site at framing inspection.
71. RAFrERS: UBC Sections 2326.12.3. 2326.12.6,
2326.12.8. Rafters shall be framed directly opposite each
other at the ridge. The ridge board shall be at least 1"
nominal thickness, and all valley or hip rafters shall be at
least 2" nominal thickness. Rafter ties shall be placed not
more than 4' on center. See Tables 23-I-V-R-1 through
23-I-V-R-12 for allowable spans. Roof rafters and ceiling
joists shall be supported laterally at points of bearing by
solid blocking to prevent rotation. See Section 2306.7 for
type of blocking required.
72. RAFrER OPENINGS: UBC Section 2326.12.5.
Trimmer and header rafters shall be doubled when the
span of the header exceeds 4'. The ends of rafters more
than 6' long shall be supported by framing anchors or rafter
hangers unless bearing on a beam. partition or wall.
,73. CEILING JOISTS: UBC Section 2326.12.8. Ceiling" 1
joists shall be supported laterally to prevent rotation at
bearing points. See Tables 23-I-V-]-3 & 23-I-V-]-4 for
allowable spans.
74. SPECIFY ROOF SLOPE: UBC Table 15-B-1 & 15-B-2.
Must be indicated on plans to ensure selected roof covering
is allowed on designed pitch.
75. SPECIFY ROOF COVERING: UBC Section 1507.
Selected roof covering must be specified and installed in
accordance with manufacturer's specifications in addition
to UBC requirements.
76. ATTIC VENTILATION: UBC Section 1505.3. Enclosed
attics and rafter areas shall be supplied with cross-
ventilation. The net free ventilating area shall not be less
than 1/150 of the area of the space ventilated, unless 50%
of the ventilating area is provided from the upper portion
of the space to be ventilated. then 1/300 is allowed.
77. CHIMNEY HEIGHT: UBC Table 31-B. Must terminate
at least 2' above any part of building within 10'.
GENERAL
@PREMISES IDENTIFICATION: UBC Section 502.
Address shall be provided in such a position as to be plainly
visible and legible from the street fronting the property.
,@APPROVED PLANS: UBC Sections 106.4.1. 106.4.2.
, The approved plans shall not be modified. changed or
altered without authorization from the Building Official.
The building permit and one (1) set of approved plans for
the project must be kept on site at all times during which
the work authorized thereby is in progress.
80. HEATING: UBC Section 310.11 Every dwelling unit and
guest room shall be provided with heating facilities capable
of maintaining a room temperature of700 F at a point 3'
above the floor in all habitable rooms.
81. SKYLIGHTS: UBC Section 2409.2, 2409.3. All skylights
must be laminated glass under tempered glass, unless
provided with screens. Exception: Laminated glass need
not be provided within individual dwelling units when
fully tempered glass is used as single glazing or in both
panes of an insulating glass unit when all the following
conditions are met:
· The area of each pane (single glass) or unit (insulating
glass) shall not exceed 16 square feet.
· The highest point of the glass shall not be more than
12' above any walking surface or other accessible area.
· The nominal thickness of each pane shall not exceed
3/16" .
82. GYPSUM WALLBOARD: UBC Section 2512. When
gypsum is used as a base for tile or wall panels for
tub/shower enclosures. water-resistant gypsum shall be
used. Water resistant gypsum wallboard may not be used
over a vapor retarder, or on ceilings where frame spacing
exceeds 12" on center.
83. GYPSUM WALLBOARD NAILING: UBC Tables 25-G
& 25-H:
· 3/8" minimum from edge and ends for nails or screws.
· Fastening (nails): 7" o.c. max. ceiling, 8" walls.
· Fastening (screws): 12" o.c. ceiling, 16" O.c. walls
when wall framing is 16" o.c., 12" when wall framing
is 24" O.c.
84. FIRST STORY: UBC Section 220. The first story is the
lowest story in a building which qualifies as a story, except
that a floor level in a building having only one floor level
shall be classified as a first story, provided such floor level is
not more than 4 feet below grade for more than 50% of the
total perimeter. or not more than 8 feet below grade at any
point.
85. HEIGHT OF BUILDING: UBC Section 209, Table 5-B.
Single-family residences or duplexes shall not exceed 40' in
height. Height shall be measured from the ground to the
highest point of a flat roof or the deck of a mansard roof or
to the average height of the highest gable of a pitched roof
on a flat lot. On a sloped lot, height is measured from the
highest ground level within 5' of the exterior wall, provided
this ground level is not more than 10' above the lowest
6
gr~de. If the highest grade is more than 10' above the
lowest grade. the height of the building is determined by
using an elevation 10' higher than the lowest grade. Note:
Zoning regu/atUms may limit the height of residnztial
structures more stringently. Check with your local
jurisdiction for height limitations.
..
86. RETAINING WALLS: UBC Section 1609.2. Shall be
designed to resist the lateral pressure of the retained
material in accordance with accepted engineering practice.
ENERGY CODE
87. FOUNDATION INSULATION: WSEC Section
502.1.4.8. Slab-on-grade insulation. installed inside the
foundation wall. shall extend downward from the top of
the slab for a minimum distance of24" or downward and
then horizontally beneath the slab for a minimum
combined distance of 24". Insulation installed outside the
foundation shall extend downward to a minimum of24"
or to the frostline. Above grade insulation shall be
protected. For monolithic slabs. the insulation shall
extend downward from the top of the slab to the bottom
of the footing.
88. UNDER-FLOOR INSULATION: WSEC Section
502.1.4.7. Floors over unconditioned spaces. such as
vented crawl spaces. unconditioned basements and garages
shall be insulated to not less than the nominal R-value
shown for floors over unconditioned spaces on the energy
code application for compliance option chosen.
89. WALL INSULATION: WSEC Section 502.1.4.6.
Above grade exterior walls shall be insulated to not less
than the nominal R-value as specified on the energy code
application for the compliance option chosen. Su
Chapur 6 Tables. Faced batts shall be face-stapled (not
inset-stapled). to avoid compression.
90. ATIIC INSULATION: WSEC Section 502.1.4.5.
Ceilings below vented attics shall be insulated to not less
than the nominal R-value shown for attics on the energy
code application for the compliance option chosen. See
Chapur 6 Tabl~s.
91. VAULTED CEILING INSULATION: WSEC Section
602.1. Vaulted ceilings shall be insulated to not less than
the nominal R-value shown on the energy code
application for the compliance option chosen. Su
Chapter 6 Tables. WSEC Section 502.1.6.3. Vaulted
ceiling cavities shall be of sufficient depth to allow a
minimum 1" vented air space above the insulation. Faced
batts shall be face-stapled (not inset-stapled).
92. HATCHES AND DOORS: WSEC Section 502.1.4.4.
Access doors from conditioned to unconditioned spaces
(attics and crawl spaces) shall be weather-stripped and
insulated to a level equivalent to the insulation on the
surrounding surfaces.
93. DUCT INSULATION: WSEC Sections 503.9. 503.10
& Table 5-11. All heating ducts within unconditioned
spaces shall be insulated to R-8. Ducts installed under
slabs shall be insulated to R-5.
94. PIPE INSULATION: WSEC Section 503.11 & Table 5-
12. Water pipes outside of the conditioned space shall be
insulated to a minimum of R-3.
95. VAPOR RETARDER: WSEC Section 502.1.6. Vapor
retarders shall be installed on the warm side (in winter) of
insulation. Vapor retarders shall not be required in
roof/ceiling assemblies where the ventilation space above
the insulation averages 12" or greater.
6\
,96. i VAPOR BARRIER IN CRAWL-SPACE: WSEC Section
'/ 502.1.6.7. A ground cover of 6 mil black polyethylene
shall be laid over the ground within crawl spaces. The
ground cover shall be overlapped 12" minimum at the
joints and shall extend to the foundation wall. The
ground cover may be omitted in crawl spaces if the crawl
space has a concrete slab with a minimum thickness of 3-
1/2".
97. WINDOWS: WSEC Section 502.1.5 & Tables 6-1
through 6-6. The required U-value for windows will be
determined by calculating the percentage of glazing
desired. Brand. model and U-value must be stated on
energy application. Any change in windows must be
approved by the Building Department before installation.
NFRC compliance stickers shall remain on the windows
until the framing inspection has been approved by the
Building Department.
98. EXTERIOR DOORS: WSEC Sections 502.1.5.2, 602.6.
Doors which are more'than 50% glazing shall be
considered windows for the purposes of energy code
7
requirements. All other doors shall comply with U-value
shown for compliance opeion chosen.
99. EXHAUST FANS: WSVIAQ Table 3-1:
MINIMUM SOURCE SPECIFIC VENTIlATION
CAPACITY REQUIREMENTS
TABLE 3-1
LAUNDRY KITCHENS
OR
BATHROOMS
Intermittently 50 cfm 100 cfm
Operating
Continuous 20 cfm 25 cfm
Operation
NOTE: All FANS SHALL PROVIDE THE REQUIRED FLOW
WHEN TESTED AT .25 WATER GAUGE. FANS lARGER
THAN THE ABOVE PRESCRIPTIVE SIZES MAY BE NECESSARY
TO ATTAIN THE REQUIRED FLOW.
100. WHOLE HOUSE FAN: WSVIAQ Section 302.2.2,
302.3.2, 302.4. Each dwelling unit shall be equipped
with a whole house ventilation system which shall be
capable of providing at least .35 air changes per hour. but
not less than 15 cubic feet per minute per bedroom plus
an additional 15 cubic feet per minute. This fan shall
have an automatic and manual timer. Fans shall have a
flow rating at 0.25" water gauge and a sone rating of 1.5
or less measured at 0.1" water gauge.
WHOLE HOUSE ExHAUST FAN
PRESCRIPTIVE REQUIREMENTS
Table 3-2
Number of CFM CFM
Bedrooms Minimum Maximum
2 or less 50 75
3 80 120
4 100 150
5 120 180
101. VENTILATION DUCTS: WSVIAQSection 302.5. All
ducts shall terminate outside the building. Fan ducts shall
be equipped with back draft dampers and shall be
insulated to a minimum of R-4 in an unconditioned
space.
102. WINDOW OR WALL PORTS: WSVIAQSection
302.6.2. Individual room outdoor air inlets shall have a
controllable and secure opening and be capable of a total
opening area of not less than 4 square inches.
103. DISTRIBUTION: WSVIAQ Section 302.6.4. Where
outdoor air supplies (window or waD ports) are separated
from fan locations by doors, adequate air flow shall be
ensured by undercutting doors or installing grilles or
transoms. Doors shall be undercut to a minimum of 1/2"
above the surface of the finished floor covering.
104. MAKE-UP AIR THROUGH FURNACE: WSVIAQ
Section 302.6.3 & Table 3-5. The outdoor air
connection to the return air stream shall be located
upstream of the forced-air system blower and shall not be
connected directly into a furnace cabinet.
8
PERMIT CENTER
288 Fourth. Street, Bremenon WA 98337
Phone: (360)478-5275 Fax: (360)478-5278
20" CLEAR
l.. MINIMUM J
l..
34- ClEAR
~
OPENABLE
. AREA
5.7 SQ. FT.
MINIMUM
41- ClEAR
/
. .
.. . ..
. ., OPENABLE....
AREA
5.7 SQ. FT.
...... MINIMUM ....
.. .
.. .
24"
CLEAR
MINIMUM
..
~.......
..
..
.
.
.
.
.
.
.
.
.
.
MINIMUM SIZE
'NNXJN~
2O"CLEAR WIDTH
MINMUM S!ZE \N1NrX:NV
FOR 24- a..EAR HEIGHT'
,
SILL HEIGHT
44" MAXIMUM
R..CCA
MINIMUM SIZED RESCUE OR ESCAPE
WINDOWS' FROM SLEEPING ROOMS
PERMIT CENTER
288 Fourth Street, Bremenon WA 98337
Phone: (360)478-5275 Fax: (360)478-5278
Acceptable Handrail Details
1 1/2"
/HANORAIL
min, 1 1/2" minimum
..;;." --;=. 2" maximum, or
equivalent gripping
surface
.'..:,'
I,"
MIN.
~~L
-~
NOTE:
OTI-lER SHAPES MAY BE ACCEPTABLE
IF' THEY PROVIDE AN .
EOUIVALENT GRIPPING SERVICE.
NOT
ACCEPTA8 LE
6'S" MINIMUM
HEADROOM
HANDRAIL
9"
MINIMUM RUN
OCCUPANT LOAD LESS THAN 10
(P rivate Stai rway)
6'sn MINIMUM
HEADROOM
HANDRAIL
OCCUPANT LOAD OF 10 OR MORE
STAIRWAYS
.... , t ....
~~ I
OLY~ PIC PE.....1NSl"L..I. CHAPTER
i OF~BO
~ Prescriptive Foundation
Reinforcement Requirements:
*Single Family Residential-- 4 feet and less*
6" 0 r 8" walls
L~.j
I '
i-----.~
IHINIMUM FOOTING REINFORCEMENT:
(2) #4 bars, typical all cases.
41
'0
0;
oS P
E
0
~ [.t
'"
------.---- ---------.
t-,-- ------- --- ----.~
i ,I .
I, "
','I
J':r
'"
iPlj
~ IL.a;
"-
~I
---+
VERTICAL WALL REINFORCEMENT:
#4 bars not to exceed spacing of 18" on
center.
MINIMUl\tI HORIZONTAL WALL
REINFORCEl\tIENT
Difnension"D"~ ..... Horizontal Steel' '~
Less than 24" 1 #4 Bar
Over 24" to 36'" 2 #4 Bars 1
Over 36" to 48" 3 #4 Barsl
1 Spacing not to exceed 18" on center, top bar placed
not more than r from top of wall.
FOUNDATIONS FOR STUD BEARlNG WALLS
MINIMUM'REQUIRE.MENTS1
NIIluber. of .. "A" , ., ~B" .'. "C:7:,
,
, , ... .......-- -.....
floorSsup{lOr1:etf . Depth to' :\ifininiuiri 1I<fininiuiri
....byfoundatlOo...' bOttom of footing .. footing.
-' fuotift~ , 'thkkness .> width ,
1 1 2 " 6" 1 2"
2 1 8" T' 1 5 "
3 24" 8" 1 8 "
1 Based on UBC Table 29-A
JlIinimllm concrete strength 2000 psi at 28 days. .iUinimllm grade 40 reinforcing
steeL Lap splices shall be a minimum of 12". Anchor bolts (J/2"x10'') shall be
placed a ma.:'Cimum spacing of 48" on center. Any variation to the prescribed
reinforcement must be approved by the Building OfficiaL
This illfor.rnationhas. been , provided' asigui ~eli ll.e for.rninirnulll steel placeIlleri t. i n
resj<ienti~lfo unda ti ons,. as, recom men ded by theHQIy.J11 Jl~~H}>~l1iris~la.c:hapter()f th e
Jriternati onal Con ference of,Buildirig Qffidals~...l.(j~aljurisdicti()ris .ha"\fea~thodty in
the enforcement of these requirements. Please consult youfIocal BuildiTlg Ilep["
..., , '"
,;1 ,
\-~ .....
o L Y"" PIC P E.."IINStIL\. CHAPTER
., OFICBO. .. . . .,.. . ..
~....... ......J:JreS~ElPtiveFoundatiOD
.Reiniorc~DJeiJtReqliiremeDts:
*Single FamiJyResidentiaJ....over 4 feet to 8 feet*
I ,
I I
.-~
.MINIMUM FOOTING REINFORCEMENT:
(2) #4 bars, typical all cases.
5'_QII Max.
~I
:;:-':.~-=.:.:= ==--= =_'"':.:
;,
"
"
! ~
. u~-g____'_
~I
, ,
, I
I ,
----
~-..._~
~-_...._---------
~-------------
I,
"
"
"
!'''-'' ---------..
VERTICAL WALL REINFORCEMENT:
#4 bars not to exceed spacing of 18" on
center.
<3:
2''From inside face
r-./
- --r-'
MINIMUM HORIZONTAL WALL
REINFORCEMENT:
6" wall (5'0" max): (4) #4 bars, spacing
not to exceed 18" on center
8" wall (8'0"max): #4 bars at 1 0" on center
or #5 bars at IS" on center
Top bar placed not more than 7" from top of
wall in all cases.
.~
FOUNDA TIONS FOR STUD BEARING WALLS
M.INlMUiVr REQUIREMENTS1
~
..NlIll1berof.... . <"A:" "W'< ~C'~H .
.
fl()Qrs'~PPOrted : Depth to ",lii1irrtum i\IiniiIDiiD
:
:. fjyfoun<iati()r1 . hOttonior footing :rooling
toofule : : . thickness : Width. : :
1 1 2" 6" 1 2"
2 1 8" 7" 1 5 "
3 24" 8 " 1 8"
I Based on UBC Table 29-A
JlJinimum concrete strength 2000 psi at 28 days. Floor diaphragms and slab
must be in place prior to backfill .Jl;/inimum grade 40 reinforcing steel Lap
splices shall be a minimum of 12". Anchor bolts (1/2"x10'~ shall be placed a
ma.:timum spacing of 48" on center. Any variation to the prescribed
reinforcement must be approved by the Building Official
:-
]'h i~il1forInatioJ1 h#s ~~e~Pr()yi~~d.as~g~i~~li~efo fI1lipirIllllTl ustCc~1 pl~celIl~n t iJl
resid en tialJoundati0 ns,a~recOll1m.Cc~(j~(j.bythe .9JYlnpic.j>en.i.ns'llla"qlJ~Pter .oftpe.....
II1te.rl1a~io I1aI.q~riferel1c~..ofBuiIdi.~g..qffjci~Is. ....f.,()~al j~ris9it:tio~s .fj~.ve....~utl1*fityi#.
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B REM E R TON
B U I L DIN G
D E PAR T MEN T
PER M I T
A P P L I CAT ION
=====~===============================================================
Application Date
Issue Date
Assessor Acct #
Site Location
Owner - Last Name
- Street
- City
- Phone
Tenant's Name
Agent's Name
Architect's Name
[X] Building
[X] Mechanical
[X] Plumbing
09/11/1995
Application Number 95AP08906
Permit Number
Project Group
LOT 13 CASCADE VIEW
R&R CONSTRUCTION
LOT 13 CASCADE VIEW
BREMERTON
(206)
First MI
State WA Zip 98310
RON WH I TED "f:;1d)-
WORK 779-5060
[ ] Grading [
[ ] Move Building [
[ ] Mobile Horne [
Phone(206)
Phone(360)377-1799
] Sign
] Burning
] Land Clear
[ ] Paving
[ ] Underground
[ ] Demolition
---------------------------------------------------------------------
Building Contractor:
Work will be completed by owner.
Nature of Work:
New SFR 1393 sq ft, 400 sq ft garage, and deck 120 sq ft
Building Valuation $139000.00
---------------------------------------------------------------------
, ,
Council District 2 Census Tract
Construction Sq Feet Inspections
Type 1393 Required
Residence [X] Zoning Foundation [X]
Business [ ] Type Framing [X]
Other [ ] Insulation [X]
New ' [X] Plumbing [X]
Repair [ '] Status Mechanical [X]
.. Remode 1 [ ] Code Wallboard' [X]
Addition [ ] 1 Final [X]
-------------------------------.---------------------------------------
-------------------------------~-_.._--------------.-------------------
,
JJv
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HHHHHHSHQH($)$($
RMI'I'
A P P L I CAT ION
---------------------------------------------------------------------
---,----------~-------------------------------------------------------
Application Number 95AP08906
Work will be completed by owner.
1.Stoves
Fire Place Inserts
1 Furnaces
Conversion Burners
Unit Heater
Boilers
3 Gas System: Max 5 Outlets
Evaporation Coolers
Air Conditioning Units
Heat Pumps
Mixing or Re-Heat Box
Air. Handling Units
2 Fans
1 Range Hoods
1 Clothes Dryers
Incinerators
Duct Alterations
Tanks
Refrigeration Units
Other Items
---------------------------------------------------------------------
---------------------------------------------------------------------
"'
I TAP P LIe A T ION
-------------------------~-------------------------------------------
-----~------------------------~_._------------------------------------
Application Number 95AP08906
Work will be completed by owner.
2 Toilets
1 Bathtubs
3 Basins
2 Showers
1 Kitchen Sinks
1 Dishwashers
Laundry Trays
1 Clothes Washers
1 Water Heater's
Urinals
Drinking Fountains
Drains
Slop Sinks
Water Piping and Alterations
Interceptors
2 Hose Bibb
Lawn Sprinkl el:-
Private Pools
Public Pools
Building Sewer
Gas Pipe
Roof Drain
Private Hot Tubs
Public Hot Tubs
other Options
=====================================================================
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B REM E R TON
RECEIPT #- 088898
Building
62<P? .1001
.Meehani ca 1
6~-'3?2 .1005
Plumbing
62..~n? .100~
storz Adapter
34-3813.1000
B U 1.. I., n J N G
* This Is Not A Permit *
D E PAR T MEN T
Permit FAes
$ 776.00
AmQunt Paid
$ 46.50
$ YO.OO
otllt':ll:. Peep, ~ c~.
$ .00
Zoninq F'pes
------------~,----------
__ .~. .~, _"' .......,~ .. _,. ..." .. . .. _ _~ M" ._, ~.. _ ._ .... ..... ... .... __
$ 9:1:>,1)0
$
.00
RAcei ved the-om:
R&R Con~truction I
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Sep 11, 1995
Plan Chec;k Feef.1
$ ~04.40
Amount Paici
$ 504.40
"
-.---.---.-.---------------
- .... - '........ -- -......... .~........ _..~... - ~- --.- ..., - -.... ~~.
$ !104.40
62--345. 8:~OO
Gen Payment
Ot.her F€"AS IS
City Sur-ChargeS
81-T?2.1009
Rnergy Ghar.qe $
Slate SIC
643-237.13
']'ot <"l ) Fees $
A.mount Paid $
Pr:i or P{'lyrne~ot $
Hal ;:.mce Due
On 09/11/1995
}....nr #95APO~906
$ 504.40
.00
5.00
$
150.00
4.50
--~-<-..".-,--'....
_._ _.........._...M_"'..
1476.40
504.40
.00
- .- ..... ..... .,- .- -.. ..... .-
.- - .... ,-., - ~-.....~ --. .-
$ 972.00
""~
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APPUCANT: 00WNER [8--CONTRAcrOR 0 OTHER;
SITE ADDRESS:
eaSD3k /#pC<J
COUNTY ASSESSOR PARCEL t/:
OWNElC K-I-l? (!on~/ruc/~o'Y)
AD 0 RESS:
CO NTRAcroR:
ADDRESS:
CONTRAcrOR LICENSE #
CONTAcr PERSON:~J1. /Jh/{ed
EXPIRATION DATE:
~14fE"- / LVOR I(
377-/199 779-5obO
(
CONT Acr PHONE;
~ SFR 0 DUPLEX
o SIGN 0 DE-YO
~ NEW 0 REPAlR
o MULTI-FAMILY 0 BUSINESS 0 OTHE~
o MOVE BLDG. D MOBILE 0 GRADING(ych):
O. REMODEL . DADDlTION 0 OTHE~
INTENOEDUSE:
ZONING CU.$SIFJCA nON:
COUNCIL DlSTRlcr:
NATURE OF WORK PROPOSED:
SQUARE FOOTAGE: Dwdling: 1'393
Gar:tge:~OD
Occk.s:
120
For De arlment Use OnI
::~i:tt}:~{vAtUATIt)N:~t:JMtt :;::J:BtAN~.~nEtf: ::ft;f:JtpEL~fitlffiE;lttMi .tltMsmt~.GES:::::f,:,tf '::;!Hfi{:::WQ;,:r:AL::FEES:::::Ittf
S I.' S 5 ENERGY: 550.00 $
STATE: $4.50
5.00
Applications for which no permit is issued within 180 days following the date of application shall expire by
limitation, and plans and other data submitted for review may thereafter be returned .to the applicant u or
destroyed by the building official. The building officialIIl.3.Y e:nend the time for action by the applicant for a
period not exceeding 180 days on reque3t by the applicant showing that circumstances ~eyond the control of.we
applicant have prevented action ttom being taken. No application shall be e:nended more than once. In order to
renew action on an appl~cacion after expiration, the applicant shall resubmic plans and para new plan review fee.
I hereby certifY that the above information is correct to the best of my knowledge.
APPLICANT'S SIGNATURE:.~d~ DATE 7,;//hs- ..::
'................H......H................... . .......i.i...u.rem.ft...LAte.I.1JlI;J1I.'1r.O~I<ii;.......)i.....u.....?.......
ci~6fBi~Ili~h{}.ri;.~~iiirlgtbri.i983'1{}.;:p~~~~~.{2P61~7825.225:.iFAX:(~h61478i5278H.
0(i?u//i)~I(jiI:E...~......;
.:::::::::::::::::::::::::::::::::::::'..I/.~~G..::. :.:::::=::::::=::::.::::.:.:::::::::::::.::.,
'..;'....:C.L."'l".IDIt~... .... .')//:<;....
APPLICANT: l2S- OWNER 0 CONTRACTOR 0 OTHER:
COMMENTS:
SITE ADDRESS: (?as-code.. V:ew
OWNER: K...J R Co h S+ ru c 1-, 0 1"1
(Poo?. Osprey C,rc Ie.. j 13rerJ1erloJ1 J tJ4 .
ADDRESS: ~:;Qede \..0(0 h.J eM
CONTRACTOR:
ADDRESS:
CONTRACTOR LICENSE #
EXPIRATION DATE:
OWNER PHONE # 377 - /799
CONTRACTOR PHONE #
iNO~. .:::::.:.:.:.:.:.:.:::.:.:.:.:::.:.:.:.:.:;:PYPEi'OF:.:EQtllP:N&ENITt:.:.:::::::.:.:::...:.:.:.:::.::.:...:. &..EEE...l.lSQf.l,,:.:,.'..i;nmE()EElXTWRE.:::':{,..'..'Y,. .Y.FEE:
~?t~}?t:t\t:}}{ r- .:~~ ::;:' .: "\..7- :.:::?.:. - ::: ...}: ~_ ::. :<:' =: ".: -:"'/ \r???r~\!??/~~~~ ............ --,
\ RAt~GE :2- WATER CLOSET
WOOD/PELLET STOVE t BATHTUB
I GAS FURt"lACE bt1t s: r"'7 ') 3 L\ VATORY
CONVERSION B URJ.~ER btus: L SHOWER
UNIT HE-\. TER btus: t KITCHEN SINK
BOILER btus: f DISHWASHER
GAS PIPING L\UNDRY TRAY
EVAPORATION COOLERS btu's: l CLOTHES WASHER
AC UNIT btu's: t WATER HEATER
HEAT PUMP btus: tOTIS: URINAL
REHEAT BOX btus: DRINKING FOUNTAIN
AIR HA."'IDLING UNIT bm s: FLOOR SINK OR DRAIN
EXHAUST FANS SLOP SINK
RANGE HOOD (residential) WATER PIP lING & ALTERATION
RANGE HOOD (commercial) GREASE TRAP/INTERCEPTOR
CLOTHES DRYER 2- HOSE BIBBS
INCINERATOR L\WN SPRINKLER SYSTEM
DUCT ALTERATION SWIMMING POOL
TANKS type: BLDG. SEWER (mobile / moved house)
REFRIGERATION UNIT ROOF DRAINS
OTHER: OTHER:
MECHANICAL PERMIT FEE $15.00 PLUMBING PERMIT FEE (15.00 or 4.50)
MECHANICAL FEES:
PLUMBING FEES:
~I: $5.00
APPLICANT'S SIGNATURE,. _ .. ~ ~ .
DATE:
r/lis
I
NOTICE OF PERMIT REGUlATIONS
This permit shall become null and void if the building or work authorized by this permit is not commenced
within 180 days from the date of such permit, or if this building or work authorized by such permit is
suspended or abandoned at any time after the work is commenced for a period of 180 days.
...........................,............"................-....
..........-....................-
...............................
:.:.:.:.;.;.:.....:.:-:.:-:.:.:.:.:.;.:.:.:.:.;.:.;.:.:':';':'.
. . .... ... ...... .... .....-.....
.............,.,............-..................................
................................
........ .....................
..............................
. n' ......... .......... .........
.............. ......-...............
........-........................... .
. ....................................
.. .... ..".. .... .............. ........
........... .......................
........................................
... ... ................ ...................
........... ..................... .....
." ...............................
...............................................
. ..... .... ........................ ........
. ...... ...............
NOTICE - It is the responsibility of the permit holder, not the City of Bremerton or Building Official to see
to it that the required inspections are made. The permit holder must notify the Building Official when ready
for the inspections. Failure of the permit holder to notify the Building Official of required inspections may
result in the stoppage of the work until such time that the permit holder can substantiate to. the building
official that the concealed work 1neets or exceeds code requirements. . Any demolition, testing, or financial
burden shall be borne directly by the permit holder. Failure to substantiate code requirements will indemnify
the City against any and all responsibility or liability connected with the construction.
I hereby certify that I have read and examined this permit and know the same to be true and correct. All
provisions of laws and ordinanceS governing this type of work will be complied with whether specified herein
or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any .
other state or local law regulating construction or the performance of construction.
~.MkfJ
Si ature
1{)lzh~
Date (
I certify that I am exempt from the requirements of the state contractor's registration law, under Sec. 3,
Chap. 126, laws of 1967.
Signature
Date
Permit Number
pc:rmit.doc
)
R.ECEIPT # 088981
R REM E R TON
:Ii U I L n I N 0
Bni 1 d:i n9
62-322.1001
Mech,:ml (~<41
6/....122.1005
Plumbing
i)?-~:?? lorn
St o:n:>: Adapt er
34- 'HHL '\ 000
,
'_' '~H~ ,,~.~.. .~.....,._. ... ,~'.._
* This fs Not A PArmit *
n E PAR T M ~ N T
l?~rmit Fees
$ 776.00
$ 46~5()
$ 90.00
other.- fi"'f';en
$.
.00
Zon.i n9 F'l'~es
Amount Pa:i.d.
$ 776.00
$ 46,50
$ 90,00
F.~cfli'\jl}d Fr.-om:
T{ &. R Cnnst.
$ 912.M)
~=::===~=~~==~~~~==~==~~
$ 912.50
Oct 02, 1991)
Plan Che~k FeA~ Amount Paid
$ fi04.40
.... ..~ -- -.. ~- ..... - ...... .-. - - .".. - - ..... ..,... ....~ .... - .". ..... ..- ..,
<. ....-._.."""',. ,_~..., ., ..,,-~_ ....'_,~._.. _ d...~....~..~
is S04.40
o?-'3,45.0'300
Gen Payment. $
Ot.h~l~ f!'~f~~3 $
Gi tv fim'-Charg~$
t31-<}??'. tOOl.?
F:nerqy ;;han;"Je $
r;t:atf' P-/C
643-2:n .11
'l"CIt a 1 F'e('l::1 $
Amount', Paid :;;
Pr'} or Payman t~;
Bcd nDt:€' Uwe
On lO/02/199S
f.l'or # 9~AP08906
$
.00
.')9.50
.no
~l. 00
$
'50.00
4.50
.- ~.. -- ..... ~.. ...~ _. "',~ .~~
,.... ~~. . ' . - -.. ..- ~-
./476.40
9 '12 . 00
504 . 40
--.....------
.... .~.........., -- ~_...... ..... '"
$
.00
"
CITY OF BREMERTON PERMIT CENTER
Application Review
Type of Application: New SFR
Applicant:
R&R Construction (Ron Whited)
Site Location:
Lot 13 Cascade View
Application # 95ap08906
Submittal Date:
9/11/95
Committee Review Date: 9/12/95
Building
Zoning
Environmental YN
Engineering/Streets y.
En gineeringIU tilities
Fire YN YN YN YN
Other YN YN YN YN
Additional
Comments:
CITY OF BREMERTON BUILDING DEPARTMENT
PERMIT. APPLICATION
DATE:
9-20-
I 199 5
TO BE COMPLETED BY
9-26- 5
I 199
R & R Construction
same
OWNER
CONTRACTOR
2912 Cascade View
FOR
LOCATION OF JOB
new SFR
ENGINEERING COMMENTS/REVIEWED BY ~.
I) IZ-()~Cu f&6n1T ee(Ju,ec~ ~/2. c;TJ2tGT JD DfLruf3uAy
(-oIVA /FC_(l(J/... J
12-) Pf0Ult?c I-i-- luct--\-E-) OF WV~ ~~ Dr./tJeu.AT Cuc>>el2..To
p(~ ~C 1SE (z If lJl:A-VYlETEtl- ?vnP ~fL U~~_
0) f~l/l~ l1,-rrCVZCE-VThK. 1011Ui:k SMm..ur-...l CRY 8UJSloV ~COl ,
fLAti
B ~ E MER TON
B U I L DIN 0
D E PAR T MEN T
P F. R M I 't'
A P P LIe A T ION
=~==~:"~==~==~=======================~=====:1===============~=========
. ~ q \ 'L 'C 0... <; Co... ~. \I l e... ~
Applicati.on Date 09/11/t99!) Applicati.on Number 9SAP08906
I SSllf:'> Da t e -. ., Permi t Number
A~sessoc A?ct # l/~5 ~- tJtJO - tJlE -<9;{~$9ject Group
SIte L.ocatlon l,OT 13 CASCADE VIJo~W, ,
Owner - Last Name R&R CONSTRUCTION First
- st reet riOT 13 CASCADE VIEW
- City BREMERTON
- Phone (206)
Tenant'n Name
Agent's Name
Ar.chi.t.ect.'s Name
[X] Bu] lcting
[X] Mechanical
[X] Plumbing
MI
State WAZip 98310
[ ]
[ ]
[ ]
WHITED
WORK 779-5060
Grading
Move Building
Mobi.le Home
Phone(206)
Phone(360)377-1799
RON
[ J Sign
[ ] 'Burning
r. ] Land Clear
[ ] Paving
,[ ] Underground
[ ] Demolition
---------.------------------------------------------------------------
Building Contractor:
Wor.k wilL be completed by owner~
Natur.e of Work:
New SFR 1393 sg ft, 400 sg ft garage, and deck 120 sg ft
Building Valuation $139000.00
---------------.------------------------------------------------------
Council. Distr.ict ? Census Tr.act
Construction Sq Feet Inspections
Type 1393 Requi.red
Residence [X] Zoning Foundation [X]
Business [ 1 Typ~ Framing [Xl
Ot.her [ ] Insulation [X]
New [X] Plumbing [Xl
Repair. [ J status Mechanical [X]
Remodel [ 1 Code Wallboard [X]
Addit.ion [ ] . 1. Final [X]
.===================:=====~===============~===:=======~==,==========:==
~~Jq~
"
uJtdU1
B REM E R TON
B U ! L DIN G
D E PAR T MEN T
PER M. I T
A P P LIe A T ION
=======================:==========~========~========================~
Application Date
Issue Date
A.ssessor Acct #:
Site Location
Owner - Last Name
- street
- City
- Phone
Tenant's Name
Agent's Name
Architect's Name
[X] Building
[X] .Mechanical
[X] Plumbing
09i11/1995
Application Number 95AP08906
Permit Number
Project Group
LOT 13 CASCADE VIEW
R&R CONSTRUCTION
LOT 13 CASCADE VIEW
BREMERTON
(206)
First HI
state WA Zip 98310
RON WHITED
WORK 779-5060
[ ] Grading [
[ ] Move Building [
"]Ml'} H [
L . 0.01. . e <_orne .
Phone(206)
Phone(360)377-1799
] Sign Paving
] Burning Underground
] Land Clear Demolition
-------------------_.-_._----~------------------------------------------
Building Contractor:
l
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Work will be completed by owner.
Nature of Work:
New SFR 1393 sq ft, 400 sq ft garage, and deck 120 sg ft
Building Valuation
$139000.00
____.____________._____________.__._._._________________M.____~___~__._.._____'______
Cound.l District
2
Census Tract
Construction
Type
Sg Fe>:?t
1393
Inspections
Required
1.
Founda t ion [2{]
F::-aming (xl
Insulat.ion [X]
P 1 L'.mh i n g [ Yo ]
Mechanical [X]
Wa 11 boa rd [ X ]
Final r.X]
Residence [X]
Business []
Other []
Ne~J (X]
Repair' []
Remode 1 []
Addition [ ]
Zoning
Type
status
Code
============================================================~========
tJrSY) q .:;:;
cr / Id
No /a;;.J1 (/~/ ItbtL...~~ NorI!Z>
0~e'v ~ 7-(Z:q~
I
'1~.. 17
I
B U IiL DIN G
I
"
,
'A P P LIe A T ION
I:
---------------------__________1_________________________________---_
-------------------------------T-------------------------------------
I
I
B R F. MER TON
D E PAR T M F. N T
PER M I T
Application Date
Issue Date
Assessor Acct f~
Bite r"ocation
Owner - Last Name
- street
- city
- Phone
Tenant's Name
Agent's Name
Architect.'s Name
[Xl Building
[X] Mechanical
[X] Plumbing
09/11/1995
I
LOT 13 CASCADE VIEW
R&R CONSTRUCTirON
LOT 13 CASCAD:r; VIEW
BREHERTON
(206)
Application Nu~ber 95AP08906
Permit Number
Project Group
First
MI
state WA
Zip 98310
( ]
[ ]
[ ]
WHITED ,
WORK 779~5060
Grading '.
~4ove Sui I ~ing
Mobile Home
I
Phone(206)
Phone(360)377-1799
RON
r ] Sign
[ ] Burning
[ ] Land Clear
r ] Paving
[ ] Underground
[ ] Demolition
Building Contractor:
Work will be completed by owner
Nature of t'1ork:
New SFR 1393 sq ft, 400 sq f garage, and deck 120 sq ft
I
,
II
Building Valuation $13~OOO.OO
-------------------------------t-----------------------------------.--
Council District 2 ICensus Tract
I,
I
ISq Feet
11393
Construction
Type
Inspections
Required
Residence [X)
Business []
Other [ ]
Ne~,y [X]
Repair []
Remodel []
Addition [)
Zoning Foundation [X]
Type 7f., 1 Framing [X]
Insulation [X]
Plumbing [X]
status Nechanical [X]
Code Wallboard [X]
) FinaJ [X]
--------~------------~----~~---
------~-----------------~------
-~--------------------------------~-~
-------------------------------------
0~/J,Jq~
/'t'kXI fI/IN M ~W. H~JG?ftT ?;o I
~I~. ~ 1;/1] /f~
", ~
[ T AY P LIe A T ION
, :- =:-.::.: ==:::-.: =:-:::::::: = = =::-:::::;: = = ==:::::'::;:::: =:: :.:t'r:,";;:;:,::: =,1,:::':: = = ==~:::;:: ==::-:::: =::: =:=:::..::: = =::: ~:::::::":::: to: = == =::::::::::
Appl ication Nl~mber 95AP08906
Wor.k ~d 1] he comp) eted. by owner.
? Toilets
) Bathtubs
3 Basius
2 Shower.s
1 Kitchen Sinks I
1 Dishwasher.s
Laundry Tr:ays
1 Clothes WBsher~
1 WC'lter fleat.er,s :
Ur-inals
Drinking Foun~ains
Drains
Slop Sinks
Water Piping ~nd Alterations
l.nterceptors
2 Hose Bibb
[,awn Sprink 1 et,
Pd vate Pool S::
Public Pools "
BuU ding Sewer
Gas Pipe '
Roof Drain
Private Hot Tbbs
PubJ. ic Hot Tubs
Other Options::
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===:%=======~~~==~=======~====~c=======~===~====~====~==~============
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B REM E R TON
B U I L DING
D E PAR T MEN T
PER M I T
A P P L I CAT ION
===========================================================~=========
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Appl ication'1?~te
Issue Date
A.ssessor Acct #
81. te I..oca tion
Owner - Last Name
- street
_. City
- Phone
Tenant's Name
Agent's Name
Architect's Name
[X] Building
[X] Mechanical
[X] Plumbing
j
09/11/1995
Application Number 95AP08906
Permit Number
Project Group
LOT 13 CASCADE VIEW
R&R CONSTRUCTION
LOT 13 CASCADE VIEW
BREMERTON
(206)
First MI
state WA Zip 98310
RON WHITED
WORK 779-5060
[ ] Grading [ ]
[ ] Move Building []
[ ] Mobile Home []
Phone(206)
Phone(360)377-1799
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Sign
Burning
Land Clear
[ ] Paving
[ ] Underground
[ ] Demolition
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,
---------------------------------------------------------------------
Building Contra~tor:
Work will be completed by owner.
Nature of Work:
New SFR 1393 sq ft, 400 sq ft garage, and deck 120 sg ft
f{~ > \E'u;ec0ed ---...)~~ CD1.---~+S, LC<vtr\.DT- ~!l'f'Ov€-
w~ he'i+*f-ufe -r /tJC:Cc-6~ CJ+ 6)rnc:c<-e.. ...j. t.-dCikr- lue;.{er,-
A A.' Jr/_ <: c::t.c:lJ..ve >><- d -ftvt- f3 {J. c:, TL_ +- c~
C/""-C e -, ~> e (~.5 o.-r / I ~ )
CC;:r)A.--r~ ~ r~v~u..J, sa- 7- /CJ- <; S- (+-fu~ e-~V''i'1 ~(
Building Valuation $139000.00
~--_._--------------------------------------------~-------------~-----
,..
Council District 2 Census Tract
Construction Sq Feet Inspections
Type 1393 Required
Residence [X] Zoning Foundation [X]
Business [ ] Type Framing [X]
Other [ ] Insulation [X]
New [X] Plumbing [X]
Repair [ ] status Mechanical [X]
Remodel [ ] Code Wallboard [X]
Addition [ ] 1 Final [X]
===========~=====================j=======/~)r==/1~:=;=================
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R M I T
A P P LIe A T ION
----------~--~-------------------------------------------------------
--------------------------------------------------------_._---~-------
Application Number 95AP08906
Work will be completed by owner.
"\
1 stoves
Fire Place Inserts
1 Furnaces
Conversion Burners
Unit Heater
Boilers
3 Gas System: Max 5 Outlets
Evaporation Coolers
Air Conditioning Units
Heat. Pumps .
Mixing or Re-Heat B~x
~ir Handling Unita
2 Fans
1 Range Hoods
1 Clothes Dryers
Incinerators
Duct Alterations
Tanks
Refrigeration Units
Ot.her Items
-------------------------------------------------~~------------------
-------------~----------------------------------------~--------------
. .
I TAP P L I CAT ION
---------------~---------------~-------------------------------------
---_.-----~---------~----------~--------------------------------------
Application Number 95AP08906
Work will be completed by owner.
2 Toilets
1 Bathtubs
3 Basins
2 Showers
1 Ki tchen Sinlts
1 Dishwashers
Laundry Trays
1 Clothes Washers
1 Water Heaters
Urinals
Drinking Fountains
Drains
Slop Sinks
Water Piping and Alterations
Interceptors
2 Hose Bibb
Lawn Sprinkler
Private Pools
Public Pools
Building Sewer
Gas Pipe
Roof Drain
Private Hot Tubs
Public Hot Tubs
Other Options
----------------------------------------~----------_.-----------~-----
~-----~_._-------------------~----~-------~----------~~------~----~---
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ROUTING SfIEET
Date Received: '7 III /9;;;-
q ~ 01- /9'5' Pre-submittal meeting date:
Project # '75 /J P () g9 () to
Application Review date:
Date accepted as complete:
Long Range
Planning
(
Building
Engineering
Fire
Traffic
Neighborhood
~fjz" .
Date permit application is approved or denied:
D~te applicant is advised of approval by Phone:~
H."/
Date applicant received permit:
by mail:
(r~ ;;'';4/t
OT/fER PERNlfTS
REQ'D'!
Y/N
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Building
Utilities
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Building
Fire
Building
Fire
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Fire
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Building
Land Use
Engineering
Water
Fire
LOG SHEET
ADDRESS:
ApPLICATION No.
DATE COMMENTS
JI/75
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