HomeMy WebLinkAboutCORBET DR., 1910
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BREMERTON PE~MIT CENTER
286 4th Street" Bremerton~ WA 98337
Phone: ( 360 ) , 478-5275 FAX; (360) 478-5278
, BUILDING PERMIT
Job Addr: 1910 CORBET DR
Location:
Parcel No: 3786000-009-0302
Permit No: 00..0024
Status: ISSUED
Applied: 01/14/2000
Issued: 03/03/2000
Expires:. OtV30/2000
, Applicant:. POSHUSTA, JOHN 360'-377-7214
1910 CORBET DR BREMERTON. WA 98312
Owner: POSHUSTA. JOHN 360-377-7214
1910 CORBET DR BREMERTON. WA 98312
Contractor: SELF
Lie tt: SELF Exp:
Su-bcontr:
,.[1leso: ADDITION TO EXISTING SFR
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Valuation % Permit fees: 705.50 Total Calculated Fee: 1~062.79
40,000.00 * Plan Check Fees: 352.7(~ Additional. Fees: ,,00
* Oth~r Fees~ 4.50 Total Permit Fee: 1,062.79 .
_...*****************************_********************..**********i***********************,**.
:MECHANXCAl/PLUMBING FIXTURE$--- MECH-Wt,od/Pell:et Stove.......: 1 ~1ECH"Ci'a$ piping (outlets).... ~ 1
Mf'XH-Heat Pl.1mp 0- :3 hp".."...: 1 HECH-RaftS.,<e Hood (-res)........r. 1 PlJ5!.G-Wiater Closet...,.....'.....: i
P1.l3l!d3at.htub......"...,,".......: 1 Pf.BG-lav<i:eOyy.... .'....." ."....: 1: PlBG-"$hr.'..wer..." ~...""..."... ;': 1,
PLBG-Ki'tcherl Sink.".....,.".,,: 1 PlBG;~OishwasheY".."" . ."... .. .... r. 1, PLBG--LaundYy TyS:Y.............. t. 1
Pl'eG-Clothe'$ Wa.$he)'............: 1 PLBG-Watey Heater... n. . .. . . . . : 1 PlBG-Fl.:;oy 5i nk/oY$!.lri.. . . . ... . : 1
PleG-Roof Ondns.............,: 1
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1'hi$p~rrr(it sh$.l1 become null and void if the building 0'( wod: authoYized by this pehnit is not. cOffif1W'nced ,wit.hin,
180 days fyOM tht'l chid:,/? of such pel"mi.t.. OY if this building OY wot'k $.uth(,Yi:ted by such p\~rmit 1.s suepended or
abarrjtmed at, any time after' thb!> w.;,y'k 1$ comw.mced for' a period of 180 days.
.NOTICE - It is t.he responsibility of the perinit holder. not. the City of Bro..'OWyton or BuildJng Offic~.al to see
. to it. t.l1ai:: requ,iYed in",p~.tction$ aye ffro:l.de.. The paymil holdeY must notify the Build:l.ng Official when n;ad>' fOr'
in$j:)ecth)!'1s.. Failure of l~he penoit holder to notify the Bu.ildir19 Official of requiyed inlSpection$ may yesult
, 'in the st.QPpa$e of the woyk uf'ttil $lJ.ch time that tre permit holdey can substantiate to the building official
that the c()flcealed wo)'k me0te m' exceeds code r~qui,remer,t$. Any demcJliticn, t.e$tins., 0)' fina:nc:ial buYden shall
. b(#' borne eli Yecth' b>' the pe:rmi t holde'r'. Pailuni~ to substantiate code yequi n;ment,~ will ,. nderrlni fy the City
a~inst li\T1Y and all nilsPo1'1sibility or liability cormected with the <;xm~d::)'uction.
t.rue state' c:ont.Y$.ctoY"$ reS,listration la.",I, \.I11'::'.er
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BREMERTON PERMIT CENTER
286 4th street$ Bremerton$ WA 98337 "
Ph,one-: (360) 478-5?:75, FAX: (360) 478-5;1:78
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Building
Job -A~ress: 1910,; CORBET DR
L.,ocation": ' ~
Assr Acct.'No: 3786000-009-0302
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R E QUI RED
INS P E C T I 0 N$
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Permit No:' 0'0~'0024 .
Status:. ~ ISSUED
<1 ssued: 03/03/2000
Expires: 08/30/2'000,
Division:
Division:.
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D1visi(,)n:'
Division:
Division:
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TESTING: Must be recognized by the Washington Association of Building Officials
SPECINSP: Must be registered with the State of WA
ST 'OF WA: State of WA Dept. of labor and Industries
HEALTH:: Brem6rton/Kitsap Health Dist.rict
01100
01200
01400
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FOUND~TION-FOOTINGS
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FOUt"':DATION-WALLS
MECHA\'IJICAL
PLUMBING ROUGH-IN
FRAMIN'~
INSULA1ION
SHEETR~:CK NAILING
F J NAL "'-1.BLDG
SLDG
BLDG
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ALL INSPECTIONS PERFORMED BY THE CITY OF BREMERTON MUST BE SCHEDULED THROUGH THE
. Pf:PI'HT CENTER, (360) 478-5275" .
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BREMERTON PERMIT'CENTER
PERMIT CONDITIONS
Permit No: OO~0024
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P<.')ge:
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Job Addressl 1910 CORBET DR
Assy' Acct No:' 3786000-009~0302
L.ocation:
Applied: 01/14/2000
\
APprove>-g :.., 03/03/2000
Issuea;~03/03/2000
Applicant: POSHUSTA, JOHN
Owner: POSHUSTA. JOHN
ContY'8ct:-or: SELF
DescY'iption:
ADDITION TO EXISTING SFR
,'Conditions:
1. BLJIU>ING--APPROVED l~/ REVISIONS DENOTED ON PLANS..
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B'U1I L D I NG.APPROVED WITH ATTACHED CHECKLIST AND/OR
NOTtE;;~ ON PLANS.. ,
~MO:~;~ DETECTORS m::OUIRED IN ALL' Sl_EEPING AREAS, ADJPiC.:ENT
HALl.tWA YS AND FLOOf< LEVELS.. .' ' ',' , '
4,. l~IN,b;bws IN SLEEPING AREAS MUST MEET EMERGENCY EGReSS
REJ4c(J~REt1ENTS ..
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PERMIT CENTER
286 Fourth Street, Bremerton W A 98337
Phone: (360)478-5275 Fax: (360)478-5278
RESIDENTIAL PLAN REVIEW CHECKLIST
OWNER:~htl\ rOShGL<;~ CONTRACTOR: n u.JV\e-f
SITE ADDRESS:! q I D C.lJ ( b e:f Qr .PERMIT # \\ 0 nOD (~1::..
PLANS EXAMINER: S L DATE:-L=-L4- - 0 0
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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 checklist is submitted as
information only, and shall not be construed as an all-inclusive list of code
requirements.
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. one business day in advance.
You must know your permit number when requesting an inspection.
",
1.
FLOOR PLAN
1. ROOM IDENTIFICATION: UBC Section 106.3.1
Each room and the intended use must be clearly defined
on the plans by the applicant for plan review purposes.
2. EGRESS WINDOWS: UBC 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 ..J.4" above the floor. Window wells shall be
provided when egress windows have a finished sill height
belO\v adjacent ground elevation. The well shall allow
the window to be fully opened and provide a minimum
accessible net clear opening of 9 square feet with a
minimum dimension of 36". Window wells with a
vertical depth of more than ..J...J." shall be equipped with a
permanent ladder. Refer to handout for additional
information.
3. SMOKE DETECTORS: UBC 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 (E.:\:ception: Repairs to tlie exterior surfaces of
a Group R occupancy are e..l:empt from these
requirements).
4. SAFETY GLAZING: UBC Section 2406.4. All glass
located in an area which the UBC 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 bottom 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.
B. Exposed bottom edge <18" above the
floor.
C. 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.
<). Glazing in walls and fences used as the barrier
for indoor and outdoor s\vimming 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's water edge.
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.
UBC Section 2406.6 Glass Railings. Glazing in railings
shall be one of the following:
. Single fully tempered glass.
· Laminated fully tempered glass.
· Laminated heat-strengthened glass.
l'-'or all types, the minimum nominal thickness shall
be 1/-1 ".
5. NATURAL LIGHT & VENTILATION: UBC Sections
1203.2, 1203.3. Habitable rooms shall be provided with
naturallie,ht by means of exterior glazed openings with
an area not less than one tenth of the .floor 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 jloor area of such rooms
with a minimum of 5 square feet.
6. EXHAUST FANS: WSVlAQ Section 302.2.1. Exhaust
fans 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. UBC SectionI703.3. The point of discharge
1
of exhaust air shall be at least 3' from any opening into
the building or property line (this includes dI}'er
exhausts and kitchen range hoods). See energy section
of this checklistfor more specific requirements.
7. CLOTHES DRYERS: UNIC Section 504.3. Clothes
dryer exhaust ducts shall terminate outside the building,
and be equipped with a backdraft damper. Ducts shall
not be connected with sheet metal screws or other
fasteners which \vill obstmct the flow. Duct length shall
not exceed a total combined vertical and horizontal
length of 14', including 2 900 elbows. Two feet shall be
deducted for each 900 elbow in excess of 2. Approved
flcxible duct conncctors not more than 6' in length may
be used, provided they are not concealed within
constmction.
8. RANGE HOOD: UNIC 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 & Table 3-1 for more specific
requirements.
9. WATER CLOSET CLEARANCES: UBC Section
290'+. 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 '+12.6,412.7. 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 \yidth to accommodate a
minimum 22" door.
It. FACTORY BUILT CHIMNEYS & FIREPLACES:
UBC Section 3102.5.1. Factory-built chimneys and
fireplaces shall be installed per the terms of their listings
and the manufachlrer's instmctions 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 ductcd to
the firebox.
13. FIREPLACE HEARTH EXTENSION: UBC Sections
3102.7.11, 3102.7.12. An approved noncombustible
hearth must exiend 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 fect or larger, the
hearth exiension shall exiend 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 stmcture. a
2" clearancc 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 matcrial 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
118" for each 1" clearance from tlle opening.
15. COMBUSTION AIR: UNIC Chapter 7. In buildings of
unusually tight constmction, fuel-burning appliances
shall obtain combustion air from outside (excluding'
cooking appliances and clothes dryers).
16. APPLIANCE LOCATIONS: UNIC Section 304.5.
UPC Section 1309. Fuel burning warm-air furnaces or
water heaters shall not be installed in a bedroom,
batllroom, closet or in any enclosed space with access
only through such room. Exception: direct vent
appliances.
17. APPLIANCES LOCATED IN GARAGE: UPC
Section 510.2, UMC 303.1.3. 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 Witll sources of ignition at least 18" above the
floor.
18. WATER HEATER: UPC Section 510.5. Water heaters
shall be anchored or strapped to resist horizontal
displacement due to earthquake motion. UPC Section
608.5. Temperature and pressure relief valves shall be
drained to outside. Drain may not be trapped and must
tenninate 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-1O pad when located in
an unheated space or on a concrete floor.
19. L.P,G. (PROPANE) APPLIANCES: UNIC Section
304.5. 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 with an
approved means of removal of unburned gas. UNIC
Section 304.7. Containers for storage ofL.P.G. shall be
installed in accordance with the Fire Code.
20. MANUFACTURER'S SPECS: UNIC Section 302.1.
The installer shallleave the manufacturer's installation
and operating instmctions attached to the appliance.
21. VACUUM BREAKERS: UPC Section 603.3.4. Potable
water outlets \,yith hose attaclmlents other than \vater
2
heater drains and clothes washer attachments shall be
protected by a listed non-removable backflow preventer.
22. TRAP PRIMERS: UPC Section 1007. Floor drains or
similar traps connected to the drainage system and
subject to infrequent use shall be provided \\'ith an
approved automatic means of maintaining their water
seals.
23. GARAGE/DWELLING DOOR: UBC Section 302.4.
The door between the dwelling and garage must be self-
closing and either 1-3/8" solid wood or have a 20 minute
rating (labeled). Unrated metal doors will not be
accepted.
2-l. GARAGE/DWELLING SEPARATION: UBC Section
302.4 Exception 3. The required I-hr fire-resistive
construction between a garage and a dwelling as set forth
in table 5-A has an exception that allows the I-hr fire-
resistive construction to be limited to the garage side
topically 5/8" Type '~:r" 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 BETWEEN DWELLING UNITS:
UBC Section 310.2.2. Walls and floors separating
dwelling units in the same building shall not be less than
l-hr fire-resistive construction.
26. FIRE-RESISTANCE OF EXTERIOR WALLS: UBC
Table 5-A. I-hr fire-resistive construction required
\',ithin 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: UBC Section
"110.6.1. Habitable spaces shall have a ceiling height of
not less than 7'6" except for kitchens, halls or bathrooms
,"vhich 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" and
located in a hallway, corridor, or readily accessible
location.
30. DOORS: UBC Section 1003.3.1.3. 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 1003.3.1.7. 1003.3.3.5.
There shall be a floor or landing on each side of all
doors. The floor or landing shall be not more than I"
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 mG.];') 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.
Landings shall have a length measured in the direction of
travel not less than 36".
32. GUARDRAILS: UBC Sections 509.1,509.2,509.3.
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 (./1" when
other than individual dwelling units). Open guardrails
shall be designed such that a sphere 4" in diameter
cannot pass through.
33. HANDRAILS: UBC Section 1003.3.3.6. All stairways
with -l 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. Refer to handout.
34. STAIR WIDTH: UBC Section 1003.3.3.2. Stairways
serving an occupant load of 49 or less shall not be less
than 36" in width.
35. STAIR RISE & RUN: UBC Section 1003.3.3.3. Private
stainvays serving an occupant load of less than 10 may
be constructed with an 8" maximum rise and a 9"
minimum run (7" and ll"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: UBC Section
1003.3.3.4. Every stairway shall have a headroom
clearance of not less than 6'8". See exceptionfor spiral
stainmys.
37. USABLE SPACE UNDER STAIRS: UBC Section
1003.3.3.9. The walls and soffits of enclosed usable
3
STRUCTURAL
SPECIFY FOUNDATION FOOTING SIZE: UBC
Section 1806.1 and Table 18-I-D.
· Supporting 1 floor: minimum 6" by 12".
· Supporting 2 floors: minimum 7" x 15".
· Supporting 3 floors" minimum 8" x 18".
space under stairs shall be protected on the enclosed side
by not less than 1-hour fire-resistive construction.
38. WINDING STAIRWAYS: UBC Section 1003.3.3.8.2.
\\:/inding staiC\Vays 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. .
40.
41.
FOOTING REINFORCEMENT: UBC Section 1907.
As a minimum standard, refer to the attached handout:
Prmrij)tive Foundation ReinfOrrement Requirements, as provided
by the Olympic Peninsula Chapter of lCBO.
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.
43. FOUNDATION WALL REINFORCEMENT: UBC
Section 1907. As a minimum standard, refer to the
attached handout: Prescriptive Foundation ReinfOrcement
Requimneents, as provided by the Olympic Peninsula
Chapter of lCBO. Walls exceeding 8' in height must be
designed and stamped by a design professional
licensed with the State of Washington.
44. SPECIFY FOOTING DEPTH: crBC Secrion 1806.1 and
Table 18-I-D.
· 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.
\,/alls exceeding 8' in height must be designed and stamped
by a design professional licensed 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 -1-' apart. There shall be a minimum 'of 2 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. DA.iVfP-PROOF FOUNDATION WALLS: UBC
Section 1402.4. Foundation walls enclosing a basement
39. SPIRAL STAIRWAYS: UBC Section 1003.3.3.8.3.
Spiral stairs may be used for exits when the area served
is limited to -1-00 square feet. The tread must provide a
clear \valking 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 71/2" is to be provided at a
point 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 inches.
below fmished grade shall be damp-proofed on the outside
by approved methods and materials.
-1-8. PIER PADS: UBC Table 18-I-D. Same as footings.
49.
FOOTING /PIER SETBACK FROM SLOPE: CBC
Section 1806.5.3. 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-I-D.
50. CHIMNEY FOUNDATION: UBC Section 312.7.2.
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: UEC Section
2306.7. 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 dose to comers 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 At"ill
MASONRY: UBC Section 2306.2. 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 wid1
earth, and sills which rest on concrete or masonry
foundations shall be treated wood or foundation redwood.
53. COLUMNS At'ID POSTS: UBC Section 2306.5.
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 eanh 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.
y
54. GIRDERS ENTERING MASONRY OR CONCRETE
WALLS: UBC Section 2306.6. 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: USC Section 2314.
Positive connections shall be provided at post-beam
connections to ensure against uplift and lateral
displacement. USC Section 1603.3.5. Anchorage of
\valls and columns to foundations shall be provided.
56. SPECIFY WOOD SPECIES & GRADES: USC
Section 2304.1. All wood used in construction shall
confonn to the applicable standards or grading rules of
the USC and shall be identified by a grade mark.
57. FLOOR FRAMING: USC Section 2320.7,2320.8.
Beams and girders 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-1 & 23-I-V-J-2 for allowable spans.
58. BEARING PARTITIONS: USC Section 2320.8.5.
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 2306.3.
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 resistanc~ to decay, or treated material. Included
are the posts, beams or girders, joists and sub-floor.
60. UNDER-FLOOR ACCESS: USC Section 2306.3.
Under-floor areas shall be supplied with a minimmn 18"
x 24" opening unobstructed by pipes, ducts or similar
construction.
61. WALL FRAMING: UBC Sections 2320.11. 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 comers 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 4lVYo, except that 60% is allowed
in non-bearing walls. See Table 23-I-R-3 for additional
infomlation.
62. WALL BRACING: UBC Section 2320.11.3. 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
walllcngth must be sheathed on the 1 st story of a 3 story
building. See Table 23-I-W for types of bracing allowed.
63. HEADERS: USC Section 2320.11.6. All openings more
than 4' wide shall be provided with headers consisting of
either two pieces of 2" 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 UBe.
64. FIRE-BLOCKS & DRAFT-STOPS: USC Section 708.
Fire-blocking and draft-stopping shall be installed to cut
off all concealed draft openings (both vertical and
horizontal) and shall fonn 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 2310.2.
Ensure proper fastening for type used, wood siding may
not be less than 3/8" thick.
66. WEATHER RESISTIVE BARRIER/SIDING: DEc
Section 1402.1. All weather-exposed surfaces shall have
a weather-resistive barrierto 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: USC 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
5
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 bc slushed into the 1"
space between spacing and paper.
68. SIDING/EARTH SEPARATION: UBC Section
2306.8. Wood used within 6" of earth shall be treated or
,yood of natural resistance to decay.
69. DECKS & EXTERIOR STAIRS: UBC Section
2306.12. Uncovered decks, porches or extcrior stairs
shall be constructed of approved wood of natural
resistance to decay, or treated. Included are joists,
beams, girders, decking and posts.
70. TRUSSES: UBC Section 1704. Must be accompanied
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. RAFTERS: UBC Sections 2320.12.3, 2320.12.6,
2320.12.8. Rafters shall be framed directly opposite each
other at the ridge. The ridge board shall be at least I"
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-l
through 23-I-V-R-12 for allowable spans. Roofrafters
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. RAFTER OPENINGS: UBC Section 2326.12.5.
Trimmer and header rafters shall be doubled when the
span of the header exceeds 4'. The ends ofrafters 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 2320.12.8. Ceiling
joists shall be supported laterally to prevent rotation at
bearing points. See Tables 23-I-V-J-3 & 23-I-V-J-4 for
allowable spans.
74. SPECIFY ROOF SLOPE: UBC Table 15-B-l & 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
lO'.
GENERAL
78. 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.
79. 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 of 700 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
6
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
screv..s.
· 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 grade. 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 regulations may
limit the height of residential 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
502.1A.8. Slab-on-grade insulation, installed inside the
foundation wall, shall extend downward from the top of
the slab for a minimum distance of 24" 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 of
24" 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. See
Chapter 6 Tables. Faced batts shall be face-stapled (not
inset-stapled), to avoid compression.
90. ATTIC 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 Chapter 6 Tables.
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. See
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.
7
95. VAPOR RETARDER: WSEC Section 502.1.6. Vapor
retarders shall be installed on the wann side (in winter)
of insulation. Vapor retarders shall not be required in
roof !ceiling assemblies where the ventilation space
aboye the insulation averages 12" or greater.
96. VAPOR BARRIER IN CRAWL-SPACE: WSEC
Section 502.1.6.7. A ground cover of 6 mil black
polyethylene shall be laid over the gromld 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-l/2".
97. WINDOWS: WSEC Section 502.1.5 & Tables 6-1
through 6-6. The required V-value for windows will be
detennined by calculating the percentage of glazing
desired. Brand, model and V-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 vvindows for the purposes of energy code
requirements. All other doors shall comply with V-
value shown for compliance option chosen.
99. EXHAUST FANS: WSVIAQ Table 3-1:
Ml~HIL\I SOURCE SPECIFIC VENTIL.\.TION
CAPACITY REQUIREMENTS
TABLE 3-1
LAUNDRY KITCHENS
OR
BATIIROO:\1
s
Intermittently SO cfm 100 cfm
Operating
Continuous 20 cfm 25 cfm
Ooeration
NOTE: ALL FANS SHALL PROVIDE THE REQUIRED
FLOW WHEN TESTED AT .25 WATER GAUGE. Fk~S
LARGER THAL", THE ABOVE PRESCRIPTIVE SIZES "'L\.Y BE
:'iECESSARY TO ATTAIN THE REQUIRED j<'LOW.
100. WHOLE HOUSE FAN: WSVlAQ Section 302.2.2,
302.3.2, 302,{. Each dwelling unit shall be equipped
\vith a whole house ventilation system which shall be
capabkofproviding 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: WSVlAQ Section 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: WSVlAQ Section
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 wall 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
covenng.
104. MAKE-UP AIR THROUGH FURt~ACE: 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 fl.lrnace cabinet. .
8
PERMIT CENTER
286 Fourth Street, Bremerton WA 98337
Phone: (360)478-5275 Fax: (360)478-5278
20" CLEAR
~ MINIMUM J
~ . 34"CLEAR J
.
.
~...~..
.
.
/
OPENABLE
. AREA
.
41" CLEAR
. .
. .
. .
... ~LE....
5.7 SQ. FT.
MINIMUM
.
.
.
.
.
.
.
..
.
..
AREA
5.7 SQ. FT.
.... MINIMUM ....
. .
. .
24"
CLEAR
MINIMUM
MINIMUM SIZE
VVNXJN FCA
. 20" CLEAR WIDTH
MINL\1UM SiZE 'NlNrXJ..N
FOR 24" a...EAR HEIGHT
SILL HEIGHT
44" MAXIMUM
A.O:::R
MINIMUM SIZED RESCUE OR ESCAPE
WINDOWS FROM SLEEPING ROOMS
PERMIT CENTER
288 Fourth Street, Bremerton WA 98337
Phone: (360)478-5275 Fax: (380)478-5278
Acceptable Handrail Details
1 . 1/2"
HANDRAIL
r 1 1/2'. .minimum
/' 2'. maxImum, or
equivalent gripping
surface
min,
111:'
MIN.
. .
~~
-~
NOTE:
. OTHER SHAPES MAY BE ACCEPTABLE
IF THEY PROVIDE AN
EQUIVALENTGRIPPrNG SERVICE.
NOT
ACCEPTABLE
PERMIT CENTER
286 Fourth Street, Bremerton WA 98337
Phone: (360)478-5275 Fax: (360)478-5278
6'8" MINIMUM
HEADROOM
HANDRAIL
9"
MINIMUM RUN
OCCUPANT LOAD LESS THAN 10
(Private Stairway)
6'8" MINIMUM
HEADROOM
HANDRAIL
OCCUPANT LOAD OF 10 OR MORE
~T A.IC'^' A. Vc:.
':
ALTElli'f~T.E BR.\CED WALL PAl'iEL (A.B\VP) PER lJBC
SECTION 2326.11.4, ITENf 1: ~ STRUCTURE DETAIL
HEADER
/'
L-=--=--=--=-
\
..
\
I
2" X_ STJCS - .\f.A IL SHEA THING
-J ,~:"L S~JCS & PU TcS 'H/ 8d
::~eN OR GALlI. BOX ,I.U.ILS 9
3" OIC ~ ECGES & 12" ~ OIC
~ :,'r;"e,:;:_\,jECJ2:~ Ie SUPFCRTS AND
::..O(~=O ~T ~LL PLYHCCO
~=c=s- T~3L= Z3-I-Q
z- L/2"XfO" ANCHOR
~ClTS '~TH 7~ MI~
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9 PANEL ONE QUARTER
PO I HTS
2- NO. 4-
REFCRCE.l.1ENT BARS
,I.1IN GruCE #J
e 3" ,4I~ FRa.l
r:COTVK BOTTa.l
( 12",4IN LAP ~
SPLICE )
h 32 INCH MIN - IF LESS ~
ENGINEERING IS REOUIRE~ _ I
OVER 4- FT- ABWP NOT REQ.--t
-------------
~ 2 - rx _ TOP PLAI::S
NAIL SHEATHING TO EAC,
PLA TE WITH 3d Ccu.+cN CR
GALV. BOX ti 6" eN CElli.:
Tll,! ----n-----:i
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WALL ASSENBL Y MAX HEIGMT
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!>C'i.3/8" A.P.A. ~TEJ
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ONE SIeE OF WAL:..
APPROVED STt=L HOLD CC~NS
IN CONCRETe (1800 La ~I~
UFLIFT CAPACITY) INSTALL==
PER ,4ANUFACT0REO S?ECS
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PU TE 'HIT:--f 8d CC~N CR
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NO.4 MIN FOUNDATION CAK
( 12 ,. MIN LAP SPLICE )
-----------------
CONTINUOUS FOOTING &
REINFORCE4ENT BAR
Th~ fol1owlilg Simpson COtU1ec~ors are
sufficienc for iliese ABW Panel applications:
6" fOllad~rion W"lll I 2000p3i concrete.. !leldown 5" min from end of wall.
HD2A., HD5A. PHDZ & PHD5 all wi 5/3~ SSTB 16
9" foundation w311I 2000p3i concrete.. holdown min, If2~ from end of wall.
STIID 10 I STHD l 0 RJ &SnID [4 I ST:>-fD [..HU
3" CQUnd:1i10n w'1ll/2000pji concrete.. heldown min. In~ from end ofW"3lI.- LJ 5
E-i? A_YD'Z2. St:-m 111 .~ "TIm 1() R r . I
.... ~ . ....
AL TElli'\fA TE BR~CED 'VALL PANEL (AB\VP) PER UBC
SECTION 2326.11.4, lTENf 1 & 2: nvo STORY STRUCTURE
DETAlL
H EA D E R
L.____
\_----
\
4-
\
I
h 32 INCH MIN - IF LESS ~
ENGINEERING IS REQUIRED.
OVER 4 FT- AB'rVP . NOT REO.
---------___L
11 - -11- - - -Ii - - -II
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I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
I I I I
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I I I
I I I
2"X_ STUDS - NAIL SHEATHING
TO ~ll STUDS & PLATES WI Sd
:':C~J.iON OR GALV. BOX NAILS @
:3 '. OIC @ EDGES & 12" El OIC
? INTER~EDIATE SUPPORTS AND
3l0CKEO AT ALL, PL Yr'iCOO
=DGES- TABLE 23-I-Q
3- VZ"X12" ANCHOR
BOL TS 'HITrl 7" MIN
1M BEa.iENT AND PLACED
@ PANEL ONE FIFTH
RENTS
2- NO. 4
~iNFORCEMENT BARS
,~IN GRADE 40
@ 3" MIN FRCM
FC()TING BOTTCM".
( 12" MIN LAP ,
SPLICE )
I
I I
---~~-
-----------------
The following Simpson connectors are
sufficient for these A8 W Panel applications:
~ 2 - 2"X _ TOP PLATES
NAIL SHEATHING TO EACH
PLATE WITH 3d C~N CR
GALV. BOX ~ 6" ON CElli:
WALL ASSENBLY MAX HEIGHT
10 FT TO TOP OF PLA TE
MIN.3/S" A.P.A. RATED
Pl YHOOO SHEATrlING ON
BDTH SIDES OF WALL
( OUTSIDE & INSIDE )
APPROVED STEEL HOLD CC~NS
IN CONCRETE C3ggg LB ~IN
UPLIFT CAPACITY) INSTALLEC
PER MANUFACTURED SPECS
2- Z";c PLATES (BDTTCM
PLATE PRESSURE TREATED)
NAIL SHEATHING TO EACH
PLATE WITH 8d CC~~N OR
GAlV. BDX @ 6" ON CENTER
NO.4 MIN FOUNDATION BAR
( 12" MIN LAP SPLICE )
CONTINUOUS FCQTING &
REINFORCEMENT BAR
8" foundation wall I 2000 Dsi concrete - holdown 5" min. from ,;:nd of wall.
HD5A. PHD2, PHD5A & HTT 16 wi 5/3" SST8 16
8" foundation wall I 2000 Dsi concrete - holdown 1/2" min. From end of wall.
STHD l4 & STHD 14 RJ
L/- /"
.~,. ~
ti \
OIX~ PIC PE","'\SlTLA CHAPTER
~)FICBO Prescriptive'Foundation
ReinforcelDent ReqWrements: .
*Single FamilyResidential~.;. II feet and less*
.
"'"
6" or 8" walls
III
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-
III
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0
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[~:__~-~i____ _________.
f-f- - ------- --- ----'7
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11'1
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l\tIINIMUM FOOTING REINFORCEMENT:
(2) #4 bars, typical all cases.
VERTICAL WALL REINFORCEMENT:
#4 bars not to exceed spacing of 18" on
center.
f...
MINIMUM HORIZONTAL WALL
REINFORCEMENT
Dimensi()n "I)" Horizontal Steel' .
Less than 24" 1 #4 Bar
Over 24" to 36'" 2 #4 Bars1
Over 36" to 48" 3 #4 Barsl
1 Spacing not to exceed 18" on center, top bar placed
not more than 7" from top of wall.
FOUNDATIONS FOR STUD BEARING WALLS
MINIMUM REQUlREMENTSl
Number of "A" .oR" "C',
. floors supported Depth to Minimum Mfuimum
by foundation . bottom of footing ft)()ting
!Ootin!! thickneSs width
1 12" 6" 12"
2 18" T' 15"
3 24" 8" 18"
1 Based on UBC Table 29-A
Minimum concrete strength 2000 psi at 28 days. AJinimum grade 40 reinforcing
steel. Lap splices shall be a minimum of 12". Anchor bolts (1/2"x10") shall be
placed a maximum spacing of 48" on center. Any variation to the prescribed
reinforcement must be approved by the Building Official.
This. information has been provided asa guideline for minimum steel placement in
residential foundations, as recommended by the Olympic Peninsula Chapter of the
International Conference of Building Officials. Local jurisdictions have authority in
. -.. - .
the enforcement of these requirements~ Pleas~consultyour local Building Dept.
.(. ,,--I -~.-...
N \
OLY~ PIC PESISSI'LA CHAPTER .
~Fj('BOPrescriptive lloundatioD
-. . . . . .
Reinforcement Requirements:
*Single Family Residential-- over 4 feet to 8 feet* .
. , " ,:\.f" ,. ..,~ ~. l!, .~: ~~ :A- " L'L .
S'_Q" Max.
, ,
, ,
1---....
.1._._...
1-0__....________ ___
iT------------~
"
,I
"
!:
.MINIl\'lUM FOOTING REINFORCEMENT:
(2) #4 bars, typical all cases.
~
2"From inside face
, ,
, ,
, ,
t::-:_i
fT:"-::"~=~=- =-=."-= =--;..=
,I
':
!'..L
VERTICAL WALL REINFORCEMENT:
#4 bars not to exceed spacing of 18" on
center.
fol
(0
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 15" on center
E
o
. ...
u.
N
Top bar placed not more than 7" from top of
wall in all cases.
~
FOUNDATIONS FOR STun BEARING WALLS
MINIMUM REQUIREMENTS!
. Number of , "'A" ., "'B" "C"
floors supported Depth to Minimmn .' Minimum
by foundation, .. bottom of footing footing
, footm!! thickness Width
1 12" 6" 12"
2 18" 7" 15"
3 24" 8" 18"
1 Based on UBC Table 29-A
j~linimum concrete strength 2000 psi at 28 days. Floor diaphragms and slab
must be in place prior to backfill. j}linimum grade 40 reinforcing steel. Lap
splices shall be a minimum of 12". Anchor bolts (l/2"x10") shall be placed a
ma.,\:imum spacing of 48" on center. Any variation to the prescribed
reinforcement must be approved by the Building Official.
, .
This information has been provided as a guideline for minimum steel placement in
residentialfo~ndations~ as recommended by the OlympiC Peninsula Chapter of the
international Conference of Building Officials. Local jurisdictions have authority in '.
the enforcement of these requirements. ' Please consult your local Building Dept.
,
APPLICATION NUMBER: 00 - 0 ()~+
'5Dfvr-. fos~~ .
APPLICANT:
.;'
II SCOPE OF WORK: 0 . NEW iE'. ADDITION 0 .
REMQDEL
II
HEATING SYSTEM:
BTU RATING:
TOTAL HEATED SQ. FT.
/5bt-/
.
.J2J9%
TOTAL GLAZING SQ. FT.
~/75
. COMPLIANCE OPTIONS
OPTIONS GLAZING GLA71NG DOORS CEILING VAULTED .. WALLn INTWALL- EXT W ALL- . FLOOR. SLAB ON
t "..:Ie <>Or f % FLOOR U-VAl.UE U-VALUE . CEILING " ABOVE "BEWW BELOW " GRADE
ARPA" " GRADE GRADE GRADE
1. 10% 0.70 0040 R-30 R-30 R-15 R-15 R-I0 R-19 R-I0
2. 12% 0.65 0040 R-30 R-30 R-15 R-15 R-I0 R-19 R-IO
;r3.* ') 21% 0.75 0040 R-30 R-30 R-19 R-19 R-I0 R-19 R-I0
\..y 21 'Yo 0.65 0.40 R-30 R-30 R-19 R-19 R-I0 R-19 R-I0
5. 21O/~ 0.60 0.40 R-30 R-30 R-19 R-19 R-I0 R-19 R-I0
6. 25% 0.50 0040 R-38 R-30 R-19 R-19 R-I0 R-25 R-I0
'7 30% 0045 0040 R-30 R-30 R-19 R-19 R-I0 R-25 R-I0
/.
'This option requires the HV AC to have a high efficienq rating (AFUE of 0.88). Applicant must provide documentation_
'Jf
To comply with the WSEC you may choose one of the above options. Indicate which optionjs equal to or greater
than the percentage obtained by dividing your glazing;'square footage 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 mt!y: be su~itted in lieu of choosing one of these options, but will be subject to review and approval by
the Building Official .
WHOLE HOUSE VENTIlATION Outdoor air shall be supplied to the conditioned space at the rate of 15 cfm
for each bedroom Ius 15 cfm for the remainil). livin area. Choose one 0 these 0 tions:
WINDOW PORTS WALL PORTS MAKE UP AIR THROUGH FURNACE (submit HVAC contracto,.'sdesign)
WINDOW SCHEDULE ON FOLLOWING PAGE MUST BE COMPLETED
(a (-V l 12 r L0't'cLRe IV\. cd e )(? rl e J/"". . A^ ^ 0 o...J:J2 ."
c~f!A\ h- 'J C'l \ or C 6Y\cfL f i 0 V\ f> r S lJYVvr - ~
L GlV-r \..Q ;' W.f ,~+h e ~ f"\fA.. (~r ~ ~
?n () \.:) (3- -s p-e € 0( 0 A..~ ~ V-V\1l c:.e
-~
VICINITY MAP
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.
PERMIT CENTER
Residential Site Plan Review Questionnaire
Permit :1pplications are reviewed by our staff to make ;1 preliminary determination of the presence or
absence of unique areas on the property. To help us make this determination, please supply the
following information with a scaled and dimensioned site plan.
I Applicant Name: -',' n i . +
I _/~ ~ l\ -YO':; ""- u.::. G-
I Description of Proposal:
I he. ~ ~ cl,d ~ + j 0 if..
I Street Address (or cross streets if no address has been assigned):
I /9/0 - c.. Oi- b.e....T \l::)r
Critical Area Questions:
1. Is there any standing or running water on the surface of the site at ANY time during the year)
If YES, please describe conditions: '\ /'
YES X NO
2. Has any portion of the site been identitled as a \vetland? YES ~O
If yes please describe:
3. Is the site characterized as:
-+. Is the slope of the property:
Forest
t1at
Cleared
gentle slope
15 f1: or :more
Steep (15%+)
3 ft or less
-I
Flat (0% to 3%)
100 ft.
l
The applicant hereby certities that all of the above statements and the information contained in any
other transmittals made here\vith are true, and the applicant acknowledges that ,my action taken by
the City of Bremerton based in whole or in part on this application may be reversed if it develops
that ,my such st:1tement or other information contained herein is false.
~o I) D ~
rv~\;v'-' I" rJv~---,':>
SignaMre of "-\pplicant
r
/d--J9-97
Date
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.**I***.~*.****.**...*****%*~*E..*W.*.**~.***'...********.z...**
FtECEIP r
*.~*~..I~******._*.*t***~***.~**.*..~***~*.**~.~*~*y..****_*_***
l~fCFIPr Nutilber 0000\J1.~\O i'~moHflt ~ ?J.O,QO O:J/03/00 Jl:d)6
Payment j'1ethDd~ (;1( ~ Notat ion:: fi(}SHU':~T(\ CI<Inj,t:t VW
Permit NQ~ 00-0024 Type: BLDG
Pnrcel N{)~ 3713600()--009"tJ307:
Site Address: 1910 CORBEl DR
FH,nfi Pfj;-~MIT W'/1'1€:CH/P
Total fr:;i:i:~~: .1,06;;:..79
this Payment 110.00 Total ALL Pmls= 1,0&2.19
nalallt:;t-:~ .00
*.***.***~****..***....**K.********...**~*t.*..*.*****...***.SI*
tlc:count (:(jdc r)ii;scriptl{))IPIl!lOllnt
hr;'<3;Z~:).HJOl (2211) BUIUJINC PEF!11I'f FEC'S ~,42.1S
16-322.1005 (2215) MECHANICAL PERMIl FEES 65.75
l6-3~2.1003 (2213) PLUMBING PERMtf FEES 97.00
443,,23;"',13 (OZ36) SU11T OF juti SURCHf'lRGi::: 4.:10
:~:"'!f/ "
.. ."
SF- d--
OlS+- Co
BUILDING PERMIT APPLICATION
286 4th Street Bremerton, WA 98337 Phone: (360) 478-5275 FAX: (360) 478-5278
APPLICANT: ~ OWNER D CONTRALI'OR D OTIIER:
oo-O~4
<,ITl ^lJ[)RE~~: 19/0 - C-olrber- 'Or
O\VNFR: -:S-!O kr"- ~"}~h<4 ~t-v...,
T-e..t-,' r3ervt"On
CONTRACTOR: 6CUne r ~ok ~ P.!)shll,(f""
ASSESSOR PARCEL #:37 fro - D 6 b.-ODQ < 036~
ADDRESS:. /C}/p- c. e>r boLT r/) r
ADDRESS:
UlNTRACTOR LICENSE #
u )~T^CT PERSON: ~ (V\. ~s"'<(.s f(;-
EXPIRATION DATE:
CONTACT PHONE #
~ 7 7 - 7 c')... I ~I
"
~ SFR D DUPLEX
D SIGN D DEMO
~ NEW D REPAIR
18l SEWER
D MULTI-FAMILY D BUSINESS D OTHER:
D MOVE BLDG. D MOBILE D GRADlNG(yds):
D REMODEL ~ADDITION D OTIIER:
D SEPTIC
INTENDED USE:rCl-ort i '7 t..., v~"'-9
NATURE OF WORK PROPOSED: A-dJ '^- 'lew 6..dJ.. l'tl~" to ,lQ. H-Ot.L.s~
cz(~1 ~~;"""'IL d h-Pk/M/J) (,-h:!rlitY~, h#o.Cl!Ja~tEcu;"'~<-
cr C~~OO/1 ).?n1 m:~
.':,(.).UARE FOOTAGE: Dwelling: I ej l:. If ~t FT Garage: Decks: ./l (J
F< D U Of
'or efJllrlment ,"Ie "rv
VALUATION PLAN REVJEW FEE PERMIT FEE SURCHARGES TOTAL FEES
J, $ 368 :u- $ ENERGY: $50.00 $
LfD (ooe) STATE: $4.50
Applications for which no permit is issued within 180 days following the date of application shall expire by
limitation, and plans and other data submitted for review may thereafter be returned to the applicant or
destroyed by the building official. The building official may extcnd the limc for action by the applicant for a
pcriod not exceeding 180 days on request by the applicant showing that ci:cumSlances beyond the cOlHrol of the
applicant have prevented action from being taken. No application shall be extended more than once. . In order to
renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan review fee.
/ hereby certify that the above infirmation is correct to tbe best o/my knowledge.
APPLICANT'S SIGNATURE:~ ?~ DATE: Id.- - <J-1O~ 9'1
hl'dl'I' Jut rcvid 1/13/97
***.***~**..*****.******.**~.*~~**.***.*2*****.*~****~'*.~..****
RECEIPT
*~~.**.**.~..****.*.*.****~.*.~~*****.*c*~**.*w**.*.**.*~.******
REtfIPl Numb~r: 00000033 Amount: 352.79 01/14/00 14=13
Pa~lm~~nt t'le~1!10d:~ CHELr: H{f"LiU10l):; POSHU:;TI~::.1.79 ndt, 'i'VR
.,',.~ ."', ",. "...,.., ".. ,,~."'~ ,.... -".. .....,> """ '.... '_, ~., ~'~ ..... "'"" "".., ", ., ,,,' ... ",", ..,'..... ',,\o-...~ '~',,~..... ,... _," ~,_ ,,' '..., ~........ y" .... ~'." "-'-, _I"'u _ <.~ ""'....~ ,-,. '-'~' ".~ ,., ._,
Permit Nn: 00-0024 lype: SlDG
Paleel No: 378bDOe~009-0~C2
~;jUr (-ick,1:es$;: 1~:q () CORBET Uf;;;
8LOG PERMIT W/MECHiP
Tatal. ~e@!: 1.062.J9
This Pdyment ~52.79 10t01 ALL rmts: 352./9
8a12nce: 710.CO
**~I#~*.*I..*.~****.***.******~.~***~%*~****~******J*.***m1t****
rtc C,(\!l) 1\ Cod(!c O(~~jj(;r ip ~ ion ,::;:!10 l.ln1
J~~<.i,\~L (:r300 \ 4~,eO) f!;UIU)U'4G PL{iN i';HH:K FEE:'; :~3S? ,/'t
"Jim~W!~~37~~~~~'f?~1(~I~~}~;~~t~;T
MECHANICAL
PLUMBING
Type of Fuel:
Occupancy:
Electric
)( Residential
i 9/0 - ~or be.) \br-
Gas
Commercial
Oil
Site Address:
Ov.rner: """""' \ \ L
-...) ~ ""'- 0 S 1'\..'" ') r "'-
Address: I c; 10 - C Dr ~~ T f.::If'.
'-:'bO' ~J7-7J..j
Phone:
ContLlctor:
Address:
Phone
Contractor's License Number/Expiration Date:
No. TYPE OF EQUIPMENT No. I mE OF FIXTURE I
RA.i.'-JGE I I WATER CLOSET i
; WOOD/PE~~ET STOVE/GAS FIREPL\CE , I BA TIIn.:B I
i
. tu: I I LWATORY (bath sink)
'7:;;;.- I
, CO!\ivERSION BURNER btu: I I SHOWER i
UNIT HEATER bru: I I KITCHEN SINK I
I
BOILER btu: I I i DISHWASHER I
,
/ I GAS PIPING I I i L\CNDRY TRAY !
I 1
I EVc\POIL'\TION COOLERS btu:
I
01 CL01HES WASHER.
i
I ~\C UNIT btu: I t WATER HEATER 1
i
I J I HE1\. T PLJvfP bru: i URI:\LU- i
I
I 1
I REHEAT BOX bru: I DRINKING FOUNT.~'\i 1
I
:
, AIR H.~'JDLING UNIT bru: I I FLOOR SINK OR DILU:.'\i I
I . !
I E..v-iACST FA,'-JS I SLOP SINK i
i
I RA."JGE HOOD (residential) WATER PIPING & c\.LTEIL\TION 1
IL\J.'\iGE HOOD (commercial) GREASE TRAP/L"JTERCEPTOR .1
CLOlliES DRYER i HOSE BIBBS :
i
INCINEIL\TOR , I L\ WN SPRINKLER SYSTEv[ i
I
I DCCT ~\LTERATION SWIM:\fING POOL I
TA..'JKS type: BLDG. SEWER (mobile/moved house) i
REFRIGERATION UNIT I ROOF DILAJNS I
I
OTHER: OTIffiR: I
.0ifECI-lAL"JI CAL FEES:
PLU.0ifBI~G FEES:
CITY SURCI-L.-\RGE:
TOT"AJ.. FEES:
~ , ~~P~[C~NT'S ~[~N"~TUR~f^~ 9~
DATE:~'- d-.tb--q OJ
,
'-
PERMIT CENTER
286 Fourth Street
Bremerton, W A 9833i'
360-478-5275
II
INSPECTION REPORT
II
PERMIT#: OO-Obz.4 ADDRESS: ,q 10 CORBeT
fl UMb1V1)
(f) Vall F Tf/~'jS
wel V@V7i(\~
(J) 1M flu JfII (JI n~
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(9
(J p3:>/cJe doWI/l
GJ
-
Nol
I4f/ow Cl1
-A y.rvves 111//::1- &-
Vt'A/J J4l\1cA drl41al '3,~. /\PI CQy~~r
Schedule a reinspection when the above items are corrected. all 360..478-5275
by 5:00 p. . for next day inspection.
Date: t flJ Time: ('
INSPECTOR
~
.I,
"
Plan Revision 3/28/00
Exiting floor f line add step up into raised elevation
p (0 V I de... mtAV\lAfadlAve r S
/sp.e.c 5 @ -R-tfmlv1~ .iflSfeLh'cYl
t'\) e..nS' ~re (i llol.,UtJ..101 e s:paf\
11 718" floor buss wI 14" t&g subfloor on 2x6
p.t. sill plate secure with 10" j-bolt as req.
4" concrete slab match
floor ht. at jst. section
gr.ade
ft.
2x6 cont.bearing wall
112" ply. 1 side for shear
::::~=:'a
concrete retaining wall
fill and compact I pour concrete
slab into wall at fll1Sh floor ht.
. connect wall at ftg. wI lO"j-bolt 48" o.C.
~~~~:~~~:~~~1
l::~ ik'i\.l. 1 2DOO' :s;
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~'~-.9 Q9Y1-
REV" ION
AT ~ ~ ~.~.W,fE fDJ
D .. ... A PRO 5 <'OU0
REMERTON \ \ ~
BUILDING DEPARTMENT \y
l q J 0 ~--{/k;(-
00 - {){);Lf
Scope of work:
Address:
Owner:
Contractor:
BREMERTON BUILDING DEPARTMENT
Inspection Report
Permit Number:~4-
Phone:_
Phone:
Inspection card/approved plans on site Setbacks
-- Wails required steel placement
Footings: required steel placement
Footlllgs. required width & depth Walls. required size
._~--- .~-- -- sp-eciaTTrlspector (when applicable)
Hearing soil (soils analysis if applicable)
FOUNDATION
COMMENTS:
FOOTINGS APPROVED:
_ ._WALLS APPROVED: ~
FRAMING
4- -L.-'f - 00
Electrical approved Plumbing & mechanical approved
----
Crawl space access (min. 18 X 24) Floor joists and beams/proper clearance to earth
Positive connections posts & beams Foundation vents
---
Posts properly supported Anchor bolts: nuts & washers in place
-
Mudsill: treated material Floor joists: size & spen
Beams/girders size & span Notching & drilling joists & beams, studs
Smoke detectors: all required locations Exhaust fans: where required
--- Exhaust fans insulated unconditioned space
Whole house fan, outside air intakes each bedroom
Fans terminating directly outisde Range hood
.---- --
Dryer exhaust vent All vent terminations: windows & property line
.-~-- ~---- ------ --.---- ._--------~------
Fireplace combustion air Windows: meets egress requirements
._-~.- -----------
Windows. proper U valve Windows: safety glazed where required
._------ -------- ------------_.~--_.-
Ceiling heights Stairs: headroom clearance
----
Stairs rise & run; proper width Fireblocking: wall to ceiling, furred walls every 10'
--
Fire blocking; stairs, soffits, lowered ceilings Fire blocking: tubs/showers
Fire blocking: lids in void spaces, shafts Fire blocking: stuff holes top & bottom plates
------ .----
Sheetrock backing Wall bracing
---.--- ..--
Rafters size/notching Trusses: specs, bracing
Attic access Attic ventilation
Wall & roof sheathing Shear nailing
~---
Building dried in
COMMENTS: .- rAD '()(L Co I/i .~
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APPROVED:
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-.--- Insulation. proper R value Insulation: proper fastening
._----
.~----- ~ Insulation: vapor barrier Bottom plates caulked to floors
--
--- Pen~~rat.io~s caulked as r~_qt~red Electrical boxes gasketed or caulked
6 mil black poly in crawl space ------"--..
ENERGY CODE COMPLIANCE
COMMENTS:
UNDER FLOOR/FOUNDATION INSULATION APPROVED:
WALL INSULATION APPROVED:
CEILING INSULATION APPROVED:
Appliance location and access, proper support Appliance clearance to combustibles
----- Venting: size & support
Venting clear ance to combustibles
------- ----- Combustion air
Vent termination
--.------ --------..--. ."'!._-~--~-------
Ducts size & support Gas pipe under test
-- Gas pipe size & support Gas pipe underground min 12" below grade
-- Gas shutoff within 3' of appliance
Gas pipe within 6" or underground-coated
.--.-------- --------------- Gas logs: damper permanently open
Gas logs safety shut-off
-------- ~--- ._---~ ------------~-_.__._--------
Wood stoves EPA certified Woodstoves & fireplaces' Tight-fitting doors
~---- -- --- Manufacturer's specs on site
Woodstoves & fireplaces proper hearth
--- .[---
Chimney liner: when required Chimney. separate flues when required
MECHANICAL
,~, ' ~l~
COMMENTS:
GAS PIPING APPROVED:
FURNACE APPROVED:
OTHER APPLIANCES APPROVED:
PLUMBING
DWV & water piping under test DWV: proper grade
.-- ----------------
DWV proper sizing DWV: proper drainage fittings where required
DWV & water piping proper support DWV: required cleanouts
---
Vent termination All fixtures vented properly
---
Water supply: proper sizing Shut-off valves on all fixtures
---- r---
Water heater gate valve on cold water supply Vacuum breakers: where required
-.----- ~ -----
Water heater relief valve drain to outside Water heater. siesmic strap
---. R- . -------~-----------------------------_.-
-10 pad under water heater when requrred Water-piping insulated as required
----
Grease traps/interceptors where required Proper indirect wastes where required
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COMMENTS: lZCM4btl1j Q::>yV ~
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PLUMBING GROUNDWORK APPROVED:
PLUMBING ROUGH-IN APPROVED
SHEETROCK
......
Proper fastening nails-?" oc. horiz. plane nails 8" oe. vertical plane
--
Proper fastening' screws.12" oc horiz. plane (1/2") SCI eWs-12" o. c. horiz plane (1/2") 24" oc. framing
Proper fastening serews-16" oe. vert. plane (1/2") screws-12" o.c. vert. plane (1/2") - 24" o.c. framing
------
Proper fastening screws-12" 0 c. horiz. plane (5/8") screws-12" o. c. horiz plane (5/8") - 24" O.c. framing
--
Proper fastening' screvvs- 16" o.C. vert plane (5/8") screws-12" 0 c vert plane (5/8") - 24" 0 c framing
---- -
Area & occupancy separation walls Draftstops where required
-- I---- -
Usable space under stairs (5/8" required) Water board where required (not on ceiling)
-. ---
Corridors
COMMENTS:
SHEETROCK APPROVED:
FINAL
Energy code requirements met, exhaust fans Plumbing & mechanical
--
Garage/dwelling door self closing solid core Smoke detectors where required
------- --.. -- --- -----.
Handrails & guardrails, as required Fire ratings rnaintained
------. - ..---.- .----~-
Exit signs when required Emergency lighting when required
-
Occupant load posted when applicable Building weathertight
__n ------
Wood siding to earth separation (6" Building Address posted
t--. Radon monitor when required -.
COMMENTS:
FINAL APPROVED: