HomeMy WebLinkAboutBURWELL ST., 1713
BUILDING DEPAflT'MENT
CITY OF BREMERTONF I L E
Phone 478-5275. .
TOP WORK AT ONCE
Job location_~ I L ~ 5 vrw-v{ {
This structure has been inspected and the following
VIOLA TIONSof City laws and Ordinances have
been found:
6-k.J.fW ~ I~ \J \ rt,~ f'O- rn I b .
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You are hereby notl ed that the above corrections
shall be made BEFORE ANY FURTHER WORK is
done. Failure to respond to this Order within 5 days
may result in legal action.
Date~ Ol<f\ 6 \:) Inspector .~
DO NOT REMOVE THIS TAG
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ON ~ERMXT CENTER
.z86 4th Stre&t-y Bremerton" UA 98337
PhO'fH!it:: (360) 478-52.75 FAX: (360) 478~5278
BUILDING PERMIT
.Job A.ddr=.
LCJbatiof):
No:
Bt;,l!RWEt:LST
Permit No:
Status:
Applied~
Issued~
Expires~
00--0204
PENDING
04/28/2000
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AppHci:~nt:: NORiHWIi'S'1 R[I~()\)f'll!j)N f~tSOURCES
1727 a~{AJELl ST 8REMERTON WA 98337
Owner; NORTHlijE:ST f~ENOVA nON RESOURCES
1727E\\URillELL 5T BREMERTON tlJA 983:37
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Desc: RF.:PAIR 'nECK. STAXRS~ DECKING, AND HANDRAILS
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~-.'_"'- ,/t,vififJdtlon! .)j(' Permit Fi:;es: 50" 95 Totd Calculated fe~: . 139" 52
"""P,' 1,38lLOO )I( Plan Check r~es~ 33.12 Additional Fees:'- .00
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Thl$$hlall beCCj/Il~ null <an \/0111.1 the bull: n$:l or kltW k *"uthoYi;(ed b}' tht,s per-fill t h~noi:: COII1ll1erlCfl'S wi thin
lWJO ' C''(' '1:f "uBding or work .o/~IJ.t.hori:z:~Sl b}.. ",;'J.ch p,,~rlilit. is ,$U$!Plilrll.;led ot~
4iI,~1an . ror a p~ri.od <:)t 180 days"
.,- tt i$ '(;J'I\l1' '(,If hOld!1-Y,. r\elt t.m; !tit>, (:If Bnml<l:ll'tofJ 0\" !::\l"lilding l.'lfi'ic:i;!!l to SliJt)
l::h~i; .(~qt,li:r~nl lt1*i:'iJ~ction$ <l\-'~ 11'l1iil.~" pl'<rmit hl:;lde'( ll'IU$t. noHf}" the B,Jildi.ng Official I>11'l<l:ln n;<llId;,<
inliiiIHi!l;';tic:.n;:s. failure -of th~ Plilt'f/lil::tlC,ld.,.r to n::,HfY the Suildin", Offici.""l of reqt,lini.>d in~p~~ct:l.OfJ$ I11"'Y
in Hr<l! r"i;:l)ppal;;1(' 1;)1' .the 14tH'/<: umil $u..::h 'tilrte .that t.h>;:, p(l'r'!ilH, holde'( can $iUb~tantiate, to tJ'l4l.' bu'ildir19 of'fioi~1
that thlii' c':lr1Ce1$.1ed j.,.;ork mew!:;;,0- ()y "')~l~~d:it; CQclt! \C4\!qui rem<:mt!lh An)" 9liffilOHtion. t<'d~;tim;;l. or fiooncial Nvoi;m srlli\B
b... bont<i$' 1:"", the permit tlOl~r" Fa.ili..n'ifi' to:(llublllJ:t~nH,9..te o~ nil'I:jI,li YQ>m~ll1ts \1111 indemnify th~ CH,y
ag!i\irit'%t.,,,m; <l\ndall l"~$p{m;\\libHit>' t)'(' Iii2lbUH:),' C;o(1'fl<J;X;)'sed with t.h~ cOl1$tn~t;;Hon.
1 h".Jl"l'lib}' (:>.,.l"tHY{~.i'll!\t; 1 havl\' n'&ad '$:lnd ,t'X$.mine-d this p;eYffiit and kncAiJ t~~ lOamli' to bIli true and C(~~'n~ct. All
tlf and~"''rdinanr;;;lIJa f,lf.)V'-!'rning thi$ ty'PI\' of woyk win b&ct;lIl1PU"'d ",lith t;Jh~'l:h~r' $P~:ifi\\'d l"Iltn,dn
o-r: ned:", Th~~ $1n:l,rd::il1>i;l crf $;, fI'illn1lit ~0 rot iH'>G;!!3Ufl1e to 9iVEl alJt:l1WYity 1::0 violate OY c;:an(;..:~. Uw; fJi"ovi$ionlll Oif
,any,;jl'l;.I11\i,iJi 0-( 100&\1 1m! Y\\'ljlUl$;t:l:r~ CCrlil'-'tYuctionoy, trnil' pe}"'fOYfllatlCli!: of corm.Yl,lctitm.'
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I c?lilrldfy HI~t 1 1.'lt11 €l>X1Ii:Il11(.it 1'n;;~11 tIlt! YlilqUlY'li\'fil\\'nt:$ ,:\1' tnii\' llit:;z,.te c'(mtnllctor'lli t$Slistr"':l:ion law, under
5~~:i't.~<<'l\"\ :1, C:hs.t:>t,w 126". q'lf 1967.
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PERIVIIT CENTER
286 Fourth Street, Bremerton \VA 98337
Phone: (360)478-5275 Fax: (360)478-5278
Building Department
Fire Deparunent
: REQ'D . EVSPECTIOIV TYPE
F0undarion Foctin
: F0undation walls
i EleetrieJ.!
. \feehanicJ.!
! P!umbin Groundwork
i Plumbm Rou h-In
! FnrT11ng
: [mulation
: ~heetro<.:k/ nJ.J.lin
Other:
Fin;li
REQ'D , flV"SPECTIOiV TYPE
Fire Sprinklers
Fire .\b.rm Svstem
Other
Final ,
I
Special Inspections
Public Works
I REQ'D
L.~-SPECTION TYPE
I REQ'D
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; Solis. compaction
, Concrete Strength
~
. \XOelding
. Other:
~Von-ResidenciaJ Ener. Code;/t
: Slab/undert1oor insulation
! W:JlI insulation
: Ceiling:/roof insulation
: .\1r le:IkJ. e
! Glazing:
I Li htin Bud et
, ~fechwicJ.! Ventin Systems
1 f-CV-.\C
I ~(oror EfficienC"
Other:
C Inspection:; to be performed by WSEC Certitied Special Inspectors recognized by \,\o.\BO
wd registered with State Labor and [ndustries.
I iJ,VSPECTI01V TYPE
I ErOSIon Control
; Publi<.: ng:ht-0f WJ.v
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BREMERTON PERM7T CENTER
286 4th Stre&t,,, Bremer-ton" WA 98337
Phonet= (360) 478-52.75 FAX: (360) 478-5278
BUILDING PERMIT
Job Addr ~ 1713 BURWELL ST
Loc:a tion ~
Parcel No: 3717008~005-0006
Applicant: NORT
1727 B
'ST RENOI,JAH,ON RESOURCES
ELL 51' BREMERTON L~A 98337
Permit No: 00-0204
Status~ PENDING
Applied: 04/28/2000
Issued:
Expires:
Owner: NORTHWEST RENOVATION RESOURCES
1727 BURWELL ST BREMERTON WA 98337
Contractor:
Lie #~ [><1'1=
Subc:ontr:
Desc: REPAIR DECK, STAIRS, DECKING, AND HANDRAILS
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:<<)i';,lI<)i';)/()I( )l(::l<** ll(:)/()I(**)/()I( JI: *)1( :101::'1()/()l(;oj( ii<)ji, **Jl( *' ~Ol(>>:*:.i( *)!()/()I( >>: ** ***)1( ***)I()!( >>:JI( * >>: ** lIt)i{:1<:)!()!()I()<<)I(*)Ii)l( *)I()i()\( *:*: ** * *~; ** lK**,* ** *)!( *)1(
Valuation )1': Permit Fees: ' 50.95 Total Calc,alated fee: 139.52,
1,380~OO )l( Plan Check Fees: 33.12 Additional Fees:, ,00
>>: Other Fees: 55.45 . '. Permit Fee.: 139.52
>ll.**)j()j()!O!( **)j(:j(JK*)\(;'l::W:)I:)j(****)j(JlOl<*)\i ****>lDf::>l::***,*)i( * :t()f()!(***********>>:)joj(,' )i()j(*)I( >I< l/::UD!i. ****:l<***)!()j(*******:<<**)!i,)j( *
I"IECHAt~:rCAL/PUJHB:rNG FIXTIJRl::."S~ . ,7 '
42dJ-DD I) t I /
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Thi$ peYmit $hallbecollle null and void if the building OY yk aut.horiz:~d by this permit is not COfl'imenced within
180 dtl:)t'$ from too date of such peymi t. oy if Hti~; bUildil19 r work authoYized by' $~cJ:< permit, is suspended O~'
aba-hdonad at $'f'r,/tilOO aft.w the vJCol"k i$ cO/rune-need for a Pel'r-l
NOTICE,', ," ,n,. is t,h,'e ,r,eSp(,)nSib,ilU:Y of trn,;- p,e,~'mit holdet', no,t "the City of Bt'emeytor, I ,...,~. ildirl!;l Official to see
to Hthat. re-quiyed inslzHectlol'1>:,,} awe maoo.. The permit. holdey must. notify the Buil" 'r ,f'ic1a1 \,.Jhen I'e'ady foy
i\'1$Pec'tiohS. Failt.Jre of the permit. hold>?r to no,tHy the Building Official or e " " sp'ectiol1$ may y.,sult
in t.m 'sstopPS,l;i(-} of th... IIJOi'k unt.il $uch time that the peYmit h _0 '( :iI; $Ll t t' to the building official
t,h<&, :-the c~ncealedwor,k meets,O,Y, exc&eds,t:.,..;~i~YeqUii'emerrl;.$., ,Pi "e " " testing~ 'JY,financ,' "~l"a, 1, buy,'." shall
beoorne dlY4:X:tlyby '!:"he penrllt holdey. Falluye to $ubstantl.at. eqt.Hn:~ h.. \"j,':i.g ~ndemm, , " c. v
asai nst an>' and all nnsporlsibil i ty OY li,').bil i t;.y connected ~,jith thllt const YI.JcU 'n cJ....Y /, II "I1t:
I ""y<by c."'ify 'hat I "'v. 'ead and .xami"", <hi. ",,"'it and know t"" ""'" (' t\, ,I"'. .t. .,~ .
pyoviaiol1$ of 1al"I$ and ordinancf./$ 9ov~rning t;hi.s t>'pe of \-Jor-k \'1111 be complied wHh i '"ij hen.&in
oyOr~:)'ti' ,rhe 9i'1anting, Q'f ap~Ymit does not presume to gi\lll' authod,ty to Violat ) ~ n "~ thep('OVi9iQnS of
al~Yoth"'Y$tat& 01" local 1,,"'J yegulating c0l1s1:xuction (JY thlll perfOymanelll of. e s yuet' ,. \',0 ".
S19r~ture,=,,____,_,___"~_"____.___~,_____ Dat&:_____ ' .__,_'_,
! C~l'Y'Hfy tl'l$\t I <1\tn exempt fYom th<\} reql.lin>>fllE\nts of the st$;C<<! COl'1tr~ctm"$ n~!.ll.S~~ J~"'J,~) :/0;...
$('}c'tion :~, Ch.apbr 126. l~ws of 1967. , f1\1 '\ ~fr< U
SignatuYer.____,____________^_.. .___,____..______,_ (}a~~~% ~_____ 5f: I 7(J)
*~*~~***%**~*************** '~'"
Permit Center--Approved By ~ _ '__'_ Da te ~ _,__~_~ __._(___.."
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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:AJl<Jf2p?1(J(Jd/J ~'&/j CONTRACTOR: ~
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SITE ADDRESS: 17{ 3 Au)) Ldt!Qf}S1: PERMlT# () 0 -- 0 d 04
PLANS EXAMINER: 8c DATE:J - d([ - n (1
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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. l\'Ionday 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.
FLOOR PLAN
l. ROOl\I IDENTIFICA nON: use Section 106.3,1
Each room and the intended use must be cle3rly defined
op the plJns by the applicant for plan review purposes.
<i, Glazing in any opening adjacent to a doer within
24" \\here the bottom is less than ()()" above the
walking surface,
7, Glazing that meets all of the follO\\'ing
conditions:
2, EGRESS WINDOWS: use Section ~ /{),4, All
sleeping rooms and basements are required to have
egress \\indows. The window shall have a minimum net
clear openable area of 5, 7 square feet. The minimum net
clear openable height dimension shall be 2-+", The
minimum net clear openable width dimension shall be
2 t)", The ,vindow shall have a finished sill height not
more than -l-l" above the floor, Window wells shall be
provided when egress windows hme a finished sill height
below adjacent ground eIe-vation, 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
wnical depth of more than -J.-I." shalLbe equipped with a
permanent ladder. Refer to handout for additional
information.
3, S.\IOKE DETECTORS: use Section 310,9.1. A
detector shall be installed in each sleeping room and at a
point centrtilly 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 2.+" or more.
smoke detectors shall be installed in the hall-way 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, uoo and a permit is required. smoke detectors shall be
instJl1ed (E'((::eption: Repairs to the e:d:erior surfaces of
a Group R occupancy are e;r:empt from these
requirements).
A, Exposed area of an indiyidual pane >')
square feet.
S, Exposed bottom edge <18" aboye the
floor.
C Exposed top edge >36"'above the noor,
D. 1 or more walking surfaces within 36"
horizontally of the plane of the glazing,
8. Glazing in railings
See code for e;'(ceptions 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'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" aboye a
walking surface,
UBe Section 2-l06,6 Glass Railings. Glazing in railings
shall be one of the following:
· Single fully tempered glass,
· Laminated fully tempered glass,
· Laminated heat-strengthened glass,
For all ~vpes, [he minimum nominal thickness shall
be I i.j",
.+, SAFETY GLAZING: DEe Section 2-l06.-l, All glass
located in an area which the DEe considers hazardous
must be safety glazed:
1. Glazing in ingress and egress doors,
2, Glazing in sliding door assemblies and panels in
s\\inging 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 \\ithin 60" of standing surface,
5, NATURAL LIGHT & VENTILATION: lJBe Sections
1203,2, 1203,3, Habitable rooms shall be provided with
naturalli<<ht by means of exterior glazed openings with
an area no[ less [han 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 ofthejloor area of such rooms
with a minimum of 5 square feet.
6, EXHAUST FANS: WSVlAQ Section 302,2,1. Ex.haust
fans arc 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, UBe Section [703.3, The point of discharge
of exhaust air shall be ilt least 3' from any opening into
the building or property line (this includes dryer
exhausts and kitchen rilnge hoods). ..\'ee energy section
of this dlecklist for more specijic requirements.
7. CLOTHES DRYERS: Ul'vIC Section 50.U, Clothes
dryer exhaust ducts shall terminate outside the building.
ill1d be equipped with a backdraft damper. Ducts shall
not be connected with sheet metal screws or other
fasteners which will obstruct the flmy, Duct length shall
not exceed a total combined vertical and horizontal
length of I-V. including 2 900 elbows, Two feet shall be
deducted for each 90U elbow in cxcess of 2, Approved
flcxible duct connectors not more than 6' in length may
be used. provided they are not concealed within
construction,
8, RANGE HOOD: UMC Section 906, The vertical
distance between the cooking top of il domestic range and
the hood shall not be less than 30", Refer to WSVlAQ
Section 302.1 & Table 3-1 for more specific
requirements.
'). WATER CLOSET CLEARANCES: UBC Section
290.J..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. SHOWERAREAS: UPC Section 412,6.412,7. 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 width to accommodate a
minimum 22" door.
11. FACTORY ,BUILT CHIMNEYS & FIREPLACES:
l13C Section 3102,5,1. Factory-built chirllileys and
fireplaces shall be installed per the terms of their listings
and the manufachlrer's instructions as specified in the
U.'vlC.
12, TIGHT-FITTING DOORS (FIREPLACE):WSVIAQ
Section .j.(l2, Solid fuel burning appliances and fireplaces
shall be proyided ,vith tight-fining 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 e:\.1end 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,
\Vhen masonry chimneys arc built within a structure. a
2" clearance to combustibles is required, When the
chimney is placed on the exterior of the structure. a I"
clearance is allO\\ed, USC Section 3102.7,8,
Combustible material shall not be placed within 6" of
fireplace opening, No combustible material placed
within 12" of tile fireplace opening (such as mantles or
decorative fireplace surrounds) shall project more th,m
118" for each I" clearance from the opening,
15. COMBUSTION AIR: UNIC Chapter 7: In buildings of
unusually tight construction. fuel-burning appliances
shall obtain combustion air from outside (excluding
cooking appliances and clothes dryers),
/() APPLIANCE LOCATIONS: UNIC Section 304,5,
UPC Section l30'), Fuel burning warm-air furnaces or
water heaters shall not be installed in a bedroom.
bathroom. closet or in any encIosed space with access
only through such room, Exception: direct vent
appliances.
17, APPLIANCES LOCATED IN GARAGE: UPC
Section 510,2. UlVIC 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 \vith 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
terminate no more than 2' nor less than 6" from the
ground, WSEC Section 504,2,1. All electric hot \vater
heaters shall be placed on an R-1O pad when located in
an unheated space or ona concrete floor.
19, L.P.G. (PROPA~E) APPLIANCES: U1-'!C Section
3()4,5, L.P,G, burning appliances shall not be installed
in a pit. basement or similar location where heayier-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, G1vlC
Section 304,7, Containers for storage of L.P, G, shall be
installed in accordance with the Fire Code,
20, MANUFACTURER'S SPECS: UlvIC Section 302.1.
The installer shall leave the manufacturer's installation
and operating instmctions attached to the appliance,
21. VACUUM BREAKERS: UPC Section 603,3.4, Potable
water outlets with hose attachments other than water
2
heater drains and clothes nasher attachments shall be
protected by a listed non-removable backt10w preventer,
22,
TRAP PRIMERS: UPC Section 1007, Floor drains or
similar traps connected to the drainage system and
subject to infrequent usc shall be provided with an
approvcd automatic means of maintaining their \-,,;ater
seals,
2~.
GARAGE/DWELLING DOOR: use Section 302A,
The door between the dwelling and garage must be self-
closing and either 1-3/::\" solid wood or have a 20 minute
rating (labeled), Unrated metal doors will not be
accepted.
,2-).,
GARAGE/DWELLING SEPARATION: UBC Section
302,-1- Ercep[io/7], The required l-hr fire-resistive
construction between a garage and a dwelling as set forth
in table 5-A has an exception that allows the l-hr fire-
resistive construction to be limited to the garage side
U:.pical(v 58" T.~pe '~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" G\VB applied to the
ceiling when framing members are 2-1-" on center,
25,
SEPARATION BETWEEN DWELLL~G UNITS:
l13C Section 310,2,2, Walls and floors separating
dwelling units in the same building shall not be less than
I-hr fire-resistive construction,
26,
FIRE-RESISTANCE OF EXTERIOR WALLS: lJBC
Table 5-A. I-hr fire-resistive construction required
within 3 feet of property lines. openings not pennitted
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
310,6,1. Habitable spaces shall hm;e 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: USC Section 1505,1. Attics \-\lith a
minimum \Crtical height of 30" must be provided with
minimum access openings of not less than 22" x 30" and
locatcd in 3 halhi3Y, corridor. or readily acccssible
location,
30,
DOORS: USC Section 1003.3,1.3, At least l doorway
shall be of a size as to permit the installation of a door
not less than 3' in \\idtll 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 1"
lower than the threshold of the doorway, In private
d\iellings, an interior door may open on the lap of a
night of stairs or on an exterior landing. provided the
door docs not swing oyer that top step or exterior landing
(except [hm screen and s[()rm doors may) and the
landing in not more than 8" below the noor level. \Vherc
a door Ope!lS o\'er 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/-1-" per foot.
Landings shall have a length measured in the direction of
travel not less than 36".
~')
J..,
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
o[her than individual dwelling uni[s), Open guardrails
shall be designed such that a sphere -1-" in diameter
cannot pass through.
~~
~,.) .
HANDRAILS: UBC Section 1003,3,3,6, All stainvays
with -1- or more risers shall have at least one handrail.
Such handrails shall be placed not less than 3-1-" nor more
than 38" above the nosing oftlle treads, The handgrip
portion of the handrail shall not be less than 1-1/-+ " or
more than 2 II 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 l-1I2"
between the wall and the handrail. Refer to handout
3-+, STAIR WIDTH: LISC Section 1003,3,3.2. Staimays
serving an occupant load of -+9 or less shall not be less
than 36" in width,
35, STAIR RISE & RUN: (}BC Section 1003,3,3.3, Private
staimays sen'ing an occupant load of less than lO may
be constructed with ,ill 8" maximum rise and a 9"
minimum mn (7" and J 1 "jiJr all o[hers). No riser can be
less than -1-", 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
lO03,3,3..J., Every stairway shall have a headroom
clearance of not less than 6'W', See e:n,:eption for spiral
stainmys.
37, USABLE SPACE UNDER STAIRS: UBC Section
1003.3,],9, The walls and soffits of enclosed usable
..,
-'
space under stairs shall be protected on the enclosed side
by not less than l-hour fire-resistive construction.
38, WINDING STAIRWAYS: UBC Section 1003.3.3.8.2.
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: UBC Section 1003.3.3.8.3.
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 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.
STRUCTURAL
40, SPECIFY FOUNDATION FOOTING SIZE: UBC
Section 1806,1 and Table 18-l-D.
· Supporting 1 floor: minimum 6" by 12".
· Supporting 2 floors: minimum 7" x 15".
· Supporting 3 floors" minimum 8" x 18".
41. FOOTING REINFORCEMENT: UBC Section 1907.
As a minimum standard, refer to the attached handout
Prescriptive Foundation Reitiforcement Requirements, as provided
by the Olympic Peninsula Chapter of lCBO.
42, SPECIFY FOUNDATION WALL SIZE: UBC Table
18-l-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 Reinflrcement
Requiremeents, 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: UBC Section 1806.1 and
Table 18-l-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.
Walls exceeding 8' in height must be designed and starnped
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 4' 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, DAMP-PROOF FOUNDATION WALLS: UBC
Section 1402.4. Foundation walls enclosing a basement
below fmished grade shall be damp-proofed on the outside
by approved methods and materials.
48. PIER PADS: UBC Table 18-l-D. Same as footings.
49. FOOTING/PIER SETBACK FROM SLOPE: UBC
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-l-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: UBC 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 close 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 AND
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 with
earth, and sills which rest on concrete or masonry
foundations shall be treated wood or foundation redwood.
53, COLUMNS AND 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 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.
5..1- GIRDERS ENTERING MASONRY OR CONCRETE
WALLS: use Section 2306,6, Ends of wood girders
entering concrete or masonry walls shall be provided
"ith a 1/2" airspace on lopS, sides and ends unless
approved \\ood of natural resistance to decay or treated
nood is used,
55, POST-BEAM CONNECTIONS: use Section 231..1-.
Positive connections shall be provided at post-beam
connections to ensure against uplift and lateral
displacement. use Section 1603,3,5. Anchorage of
walls and columns to foundations shall be provided,
56 SPECIFY WOOD SPECIES & GRADES: UBe
Section 230-l, I. All wood used in construction shall
confonn to the applicable standards or grading rules of
the use and shall be identified by a grade mark.
57, FLOOR FRAMING: UBe Section 2320,7,2320,8,
Seams 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-l & 23-I-V-J-2 for allo\vable spans.
58, BEARING PARTITIONS: UEe Section 2320,8,5,
Searing 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,
5<;, UNDER-FLOOR CLEARA.1'1CE: UBC Section 2306.3.
When floor joists are located within 18" or beams are
located \vithin 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,
60, U~DER-FLOOR ACCESS: UBe Section 2306,3,
Under-floor areas shall be supplied with a minimum 18"
x 2-l" opening unobstructed by pipes, ducts or similar
construction,
61. WALL FRAMING: use 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 ex1erior 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 -l8". The minimum
length of any stud shall not be less than P". Cutting and
notching: may not exceed 25% in bearing or exterior
walls, may not exceed -l0% in non-bearing \valls, Bored
holes: may not exceed -lO'%. except that (,0%) is allowed
in non-bearing \\alls, See Table 2]-I-R-3 for additional
information,
62, WALL BRACING: use Section 232(),1 1.3, All
exterior naIls and main cross-stud partitions shall be
braced to resist wind and seismic forces, \Valls must be
braced at each end of ,,all and every 25', 25% of wall
length must be sheathed on the 1 st story of a 2 stol!
building. or the 2nd stol!' of a 3 stol! building, -lO'!io of
wall length must be sheathed on the 1 st stol!' of a 3 stol!'
building, See Table 23-I-W for types of bracing allowed
63, HEADERS: use Section 232(),I!.6 All openings more
than -l' wide shall be provided with headers consisting of
either two pieces of 2" framing lumber placed on edge
and securely fastened together or -lIt 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,
6.J.. FIRE-BLOCKS & DRAFT-STOPS: UBe Section 708.
Fire-blocking and draft-stopping shall be installed to cut
off all concealed draft openings (both \ertical and
horizontal) and shall fonn an effective barrier between
floors, between a top stol!' and a roof or attic space. and
shall subdivide attic spaces, concealed roof spaces and
floor-ceiling assemblies, Fire blocking shall be prm.ided
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 lev-els, Draft stopping shall be
installed so that the area of the concealed space does not
exceed L 000 square feet and completely separates
dwelling units,
65, SPECIFY SIDING TYPE: use Section 2310,2,
Ensure proper fastening for type used. wood siding may
not be less than 3/8" thick.
66, WEATHER RESISTIVE BARRIER/SIDING: UBe
Section I-102, 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: tIEe Section l.j.03,6A,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 2-l" on
center horizontally, In seismic zones 3 and .J.. anchor tics
shall have a lip or hook on the extended !cg that will
engage or enclose a horizontal joint reinforcement \,ire
5
1\0, ~ gauge or equivalent. Joint reinforcement shall be
continuous, Anchor tics shall be completely embedded
\\ith cement mortar. Weep holes shall be provided at the
lo\\est course. When applied over stud construction, the
studs shall be spaced a maximum of 16" on center and
15-;; felt shall first bc applied over the sheating or wires
bet\\een studs and mortar shall be slushed into the 1"
space bet\\een spacing and paper,
68. SIDING/EARTH SEPARATION: UBC Section
23 06X Wood used within 6" of earth shall be treated or
wood of natural resistance to decay,
6~, DECKS & EXTERIOR STAIRS: UBC Section
2:-;06,12. Uncovcrcd 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,
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. R-\FTERS: UBC Sections 2320,12,3, 2320,12,6,
2320,12,8, Rafters shall be framed directly opposite each
other at tlle ridge, The ridge board shall be at least 1"
nominal thickness. and all valley or hip rafters shaH be at
least 2" nominal thickness, Rafter ties shall be placed
not more than 4' on center. See Tables 23-I-Y-R-l
through 23-I-Y-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 .J.', 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 2320,12,8, Ceiling
joists shall be supported laterally to prevent rotation at
bearing points, See Tables 23-I-Y-J-3 & 23-1-Y-J-.J. for
allowable spans,
7.J., SPECIFY ROOF SLOPE: U8C Table 15-8-1 & 15-8-
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 \\1th
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 \vithin
][)',
GENERAL
78, PREMISES IDENTIFICATION: UBC Section S02,
Address shall be provided in such a position as to be
plainly visible and legible from the street fronting the
propeny,
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,
so, HEATING: U8C Section 310.11 Every dwelling unit
and guest room shall be provided with heating facilities
capable of maintaining a roomlempernture of 7()O F at a
point 3' above the floor in all habitable rooms.
S L SKYLIGHTS: lT8C Section 2409,2. 24()9,3. All
skylights must be laminated glass under tempered glass.
unless provided with screens, E.'Cception: Laminated
glass need not be provided within indiyidual dwelling
units \vhen fully tempered glass is used as single glazing
or in bOtll panes of an insulating glass unit when aff 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' aboye 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 \vallboard may not be used
over a vapor retarder, or on ceilings "here frame spacing
e,'\ceeds 12" on center.
83, G)'PSUM WALLBOARD NAILING: USC 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" oc, ceiling. 16" o,c, walls
when wall framing is 16" o,c.. 12" when wall
framing is 2.J." o.C,
8.J., FIRST STORY: USC Section no, The tirst 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 noor level is not more than .J. feet be 1m.\' 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-
S. Single-family residences or duplexes shall not exceed
.J.O' 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. Irthe highest grade is more
than 10' above the lowest grade. the height of the
building is detennined by using an elevation 10' higher
than the lowest grade, Note: Zoning regulations may
limit the height of residential structures more
stringentl)'. 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..J..8, Slab-on-grade insulation, installed inside the
foundation wall. shall extend downward from the top of
the slab for a minimum distance of 2.J." or downward
and then horizontally beneath the slab for a minimum
combined distance of 2.J.". Insulation installed outside
the foundation shall extend downward to a minimum of
2.J." 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..J.,7, Floors over unconditioned spaces, such as
vented cra\vl 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..J.,6,
Above grade exterior walls shall be insulated to not less
than the nominalR-value as specified on the energy
code application for the compliance option chosen, See
Chapter 6 Tahles, Faced batts shall be face-stapled (not
inset-stapled), to avoid compression,
90, ATTIC INSULATION: WSEC Section 502,lA,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 Tahles, 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 barts shall be face-stapled (nO[ inset-stapled),
92, HATCHES AND DOORS: WSEC Section 502,l.-U,
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 L'iSULATION: WSEC Sections 503.9.503,!O
& 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,
9.J. PIPE INSULATION: WSEC Section 503.11 & Table 5-
12, \-Vater 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 wimer)
of insulation, Vapor retarders shall not be required in
roof/ceiling assemblies \vhere the ventilation space
above the insulation averages 12" or greater.
<)6, 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 co\er shall be overlapped 12"
minimum at the joints and shall extend to the
foundation wall. The growld 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 U-value for windows will be
detennined 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 arc more than 50% glazing shall be
considered windows for the purposes of energy code
requirements, All other doors shall comply with U-
value shmvn for compliance option chosen,
99, EXHAUST FA1'lS: WSVIAQ Table 3-1:
:'ttlL\DtL\I SOCRCE SPECIFIC VE:'iTILATION
C\P.\ClTY REQURE.\lE:'iTS
TABLE 3-1
L\FVDRY KITCHENS
OR
B.\THROO\t
s
Intermittently 50 cfm 100 cfm
o eratino
Continuous 20 cfm 25 cfm
o cralion
~OTE: ALL FANS SHALL PROVIDE THE REQUIRED
FLOW \VlIE:"i TESTED AT .25 WAfER GAlGE. F..\..'lS
L\l{GER TIt-\..., THE ABOVE PRESCl{IPTIYE SIZES :HAY BE
"ECESS,\RY TO A.TT.\I:'i TlIE REQURED FLOW.
100, WHOLE HOUSE FAN: WSVIAQ Section 302.2.2,
302,3,2, 302,-1-, Each dwelling unit shall be equipped
with a whole house ventilation system \vhich 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 now rating at 0.25" water gauge and a sone
rating of 1,5 or less measured at 0,1" water gauge,
WHOLE HOl'SE EXH.\l'ST F.\:'\
Pl{ESCRIPTIVE REQUl{E:\IENTS
Table 3-2
Number of CFM CFM
Bedrooms Minimum Maximum
2 or less 50 75
3 80 120
.+ lOO 150
5 120 180
10 I. VENTILATION DUCTS: WSVIAQ Section 302,),
All ducts shall terminate outside the building, Fan
ducts shall be equipped with back draft dampers and
shall be insulated to a minimum ofR.-I- in an
unconditioned space.
102, WINDOW OR WALL PORTS: WSVIAQ 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 -+ square inches,
103. DISTRIBUTION: WSVIAQ Section 302,6,-1-. Where
outdoor air supplies (window or wall ports) are
separated from fan locations by doors. adequate air flO\y
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,
10'+, MAKE-L'P AIR THROUGH FUR~ACE: \VSv 1AQ
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 blO\ver and shall [Jot
be connected directly into a furnace cabinet.
8
PERMIT CENTER
286 Fourth Str~t, Bremerton WA 98337
Phone: (360)478-5275 . Fax: (360)478-5278
20" CLEAR
~ MINIMUM J
~
34" CLEAR
~
0PENABu:
. AREA
41" CLEAR
/
. - -
" . -
.. ", OPENABLE.-- .
,-
AREA
5.7 SQ. FT.
../ MINIMUM ........
. ..
#- -.
24 "
CLEAR
MINIMUM
-
-
~......
-
..
I"
5.7 SQ. FT.
MINIMUM
..
..
..
..
..
..
..
..
..
..
MINIMUM SIZE
\NN:;ON FCA
20" CLEAR WIDTH
MINI1viUM seE Wi~
FOR 24" a..EAFi HElGHT
SILL HEIGHT
44" MAXlMUM
R.CCR
MINIMUM SIZED RESCUE OR ESCAPE
WINDOWS FROM SLEEPING ROOMS
PERMIT CENTER
288 Fourth Street, Bremerton WA 98337
Phone: (380)478-5275 Fax: (380)478-5278
Acceptable Handrail Details
1 1 /2 "
HANDRAll
r 1 1/2" minimum
/' 2" maximum, or
equivalent gripping
surface
"Ph.
MIN.
~~ I
-~....
NOTE:
OTHER SHAPES MAY BE ACCEPTABl::
IF THEY PROVIDE AN
EQUIVALENT GRIPPING SERVICE.
NOT
ACCEPTABLE
PERMIT CENTER
286 Fourth Street, Bremenon WA 98337
Phone: (360)478-5275 Fax: (360)478-5278
6'8" MINIMUM
HEADROOM
HANDRAIL
9"
MINIMUM RUN
I
OCCUPANT LOAD LESS THAN 10
(Private Stairway)
6'8" MINIMUM
HEADROOM
HANDRAIL
OCCUPANT LOAD OF 10 OR MORE
STAIRWAYS
AL TER~..;\. T,E BR-\CED \VALL PA.l"'"EL (AB\VP) PER T.JBC
SECTION 2326.11.4, IT.tj\f 1: ~ STRUCTIIRE DETAIL
./
HE.~CE.=\
-----
L____
\
'-
\
I
2' ;'C STJCS - NA IL SHEA TriI..,G
-: ,~:...:... S~JCS &. ,:J~..\TES W/ 8c
==~O.j CR G).,L.V. EOX .~IL.S 9
:' C/C ? E:GcS & 12" e ole
~ :,',-E:;'.'.1=:::)'7E SUPPeRiS A,.,O
::"'JC~E: ),T AL.L. ?L~HCCD
-...., --.....
- t. - ...... _
-, --I -
; .......:.1...=
Z3-I-(J
2- :UZ";~~O" ,MK~CR
=CLiS 'M:TH 7~ MIH
::;\.j2Ec:~er: AND PUCECJ
a ,DA"uF;_ ..~~ QUAOj_O
_ ,;.;,,_ (I':: ,"';,-::::"\
~I,'-fTS
2 - ?'iC. .i
;~~;=CR:::.\1E~T ~R.5
h 32 INCH ,~N - IF LESS ~
ENGINEERING IS REC~IRE~ _ I
eVER 4- FT- AB\VP NOT REO.~
---------___l.
TT - - - -IT - - - - -II
II I I I I I
I J I I I
i I I I I I
; I I I ! I
I f I I I
I I I { 1 !
I .
~ Z - 2"X _ TOP P~-;::5
NAIL SHEA TrlING TO c.\C-i
PLA IE 'H:;::Tri 3d (OK+! Cf\
GALV _ 8DX ~ 6- eN cai: :::
WALL ASSEHBLY ~AX HEIGH!
16 FT TO TOP OF PU:::
i I
I
I
I
!
I
I
>1::'1.3/18 '9 A. P . A. ~ ~::
PL~NCCC SHEATHING C~
ONE SICE OF WAL.:...
A?PRCVEO SEE!... f-:CLC :CriN5
I~ CCNC~~r= (1800 l3 ~:~
UF~:~T CA?ACITf) I~S:~_L==
P~,i ,I.1ANUFACTTjR~J S,:::;:=C5
( - Z~X- PLAT:: (=CT':a.1
PUTE PRESSURE TKEXiEO)
NAIL SHEA TrlING TO EA::-i
PU TE 'f'IIl'r-i 3d CC~N :R
G).,LV. 8CX e .61 eN C=.'iI=:::
~
I I
I I
------
\ ..l
,\1:," GruCE #J
e 3" ,1,{I,l.l FRCI-l
F=CCTI~G &JTTCM
( 17" 11Tl.J LAP ~
\.. _ 1""'__.' I
SPLICE )
NC.4 MD1 FCUNCA ITCH S-\,=\
( 12,. 11""~1 UP 50! ,'-= 'I
:'1....L4" . r .....-'-- ..I
-----------------
CCNTI~CCUS FCCTI~C &
REIHFCRCEMEHT BA~
The f'Jllcw:"'1g Simpson connec:ors are
suffcrer,: for iliese AB W Panel applications:
6" fouod:Hion W:t]]! 1000pjj conc~Ce' c:oldown 5" min from eGc. of walL
HD2.A.. f-ID5A, PHD2 & PHD5 all wi 5/3" SSTB [6
~.. foundation W'JlJ /2000pjj C{)Qcrece - hcldown min. In" from end of'~,
STI-iDlO I STHDlORJ &STHD14 (ST:>-ID14RJ
- 'I 7' '--:,'
3" [IJUod:Hion w:ill ! 2000pjj C{)nc~Ce" holdown min. 1i2" from end ok W3l . ~
E--::? A.:-rrn2. ST:-m lO &: STED [0 fU
AL TE~~A TE BR.\CED ''''ALL PANEL (AB\"VP) PER DBC
SECTION 2326.11.4, ITEj\;f 1 & 2: nvo STORY STRUCTURE
DETAIL
/_---
HEADER
L____
\
4-
\
I
2 ";C SIUDS - NAIL SHEATl-ENG
;J :. L L STIJOS & PLA TES 'HI 3d
=C~}.1CN OR GA LV. BDX NAILS e
3" O/C e EDGES & 12" e O/C
~ INTE~~EDIATE SUPPORTS AHD
3l0CKED AT ALL PLYHCCO
:::C:GES- TABLE Z3-I-Q
3- VZ"X12" ANCHCR
BCl TS WITrl 7" ~IN
]: H BEC~E~T AND PLACED
@ PANEL ONE FIFTrl
PDINTS
2 - NO. .i
~i N FCRCE~ENT BARS
,'.lIN GKADE 40
e 3" .~IN FR~
FCDTING BDTTCM "'-.,
( 12" MIN LAP ,
SPLICE )
h 32 INCH MIN - IF LESS ~
ENGINEERING IS REOUIRE~ _,
OVER 4- FT-AB\VP NOT REO.-+t
-------_____L
11 - -,,- - - -Ii - - -II
, I I I I I I I
1 I I I I I I I
1 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 I I I
I I I
I r I I
I I I I
I I I
I I I
I I I
I I I
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,
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,
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-------...---------
The following Simpson connectors Me
surTicie:lc car chese A8 W Panel applications:
....- z - z "X _ TOP PU TES
NAIL SHEATHING' TO EACH
PLATE WITH 3d' C~N OR
GAL V. BDX ~ 6" ON CEi'ITC-
WALL ASSENBLY ,'.lAX HE:CnT
10 FT TO TOP OF PUE
.~IN.3/8" A.P.A. fUED
PLYHCCO SHEATHING C~
BDTH SIDES OF WALL
( OUTSIDE & IHSICE )
APPROVED STE~L HOLD CCWN~
IN CCNCRETE (3000 L3 ~=N
UPLIFT CAPACITY) INSTALL~=
PER MANUFACTURED SPECS
2- Z";C PLATES (2DTICM
PLATE PRESSURE TREATED)
NAIL SHEATHING TO EACH
PLATE W:TH 3d CC~J.1CN CR
GALV. sex @ 6" CN C~HT=;,
NO.4 ~:N FOUNDATION BAR
( 12" ~:N UP SPLICE )
CONTINUOUS FCCT:~G &
REINFCRCE~ENT BA~
8" foundation wall I 2000 osi concrete - holdov"l1 5" min. from end of wall.
HD5A, PHD2, PH05A & HIT 16 wi 5/8" SST8 t6
8" foundation wall I 2000 psi concrete - ho!dov>'TI l/?" min. From end of waiL
STHDl4 & STHD 14 RJ
Ljfo
;.
M\
OLY~ PIC PE:-iL,\;SLTLA CIl""PTER".;.,, , "
~O~',ICBO...jJ,.~~~riptive,FOUDdati()lJ.....'
ReinltJ!t-~~lJJeDt ReqwremelJt$:
*Single.FaD1nyResidential--..4,feet.andl~$s*......"
6" or 8" walls
Cll
'0
'Uj
,6 P
E
~ ~
N
, '
L___J
I '
[:-:.-_-~~i____ __________
tr----------------~
:\:: .
rIll
J":,
IIi
Jiq
~ ~ '
MINIMUM FOOTING REINFORCEMENT:
(2) #4 bars, typical all cases,
VERTICAL WALL REINFORCEMENT:
#4 bars not to exceed spacing of 18" on
center.
f-,
MINIMUM HORIZONTAL WALL
REINFORCEMENT
-,...,. .-".. ,.."" ... -. ---.. ----........."..,,---.........
, Dimension"'D" Ho1iiolttIJlSt~r
Less than 24" 1 #4 Bar
Over 24" to 36'" 2 #4 Barsl
Over 36" to 48" 3 #4 Barsl
1 Spacing not to exceed 18" on center, top bar placed
not more than 7" from top of wall,
FOUNDATIONS FOR STUD BEARING WALLS
MINIMUM 'RE QUIREMENTS 1
'Nllmbt+of.'" .....A"..... ".."R".)"
floors SlIpportedDepth to S,IfuWum >
by~,o,',u, u,'."d, at, i,o,.."nbottomoffootillg)
- "" , " "" footfu '.'" " t1llj:kftess
1 12" 6"
2 18" 7"
3 24" 8"
1 Based on UBC Table 29-A
.~c",
.."._----.-----.-.
Mfiiliriilm
'footiIIg
Widttl
12"
15"
18"
Minimum concrete strength 2000 psi at 28 days. Minimum grade 40 reinforcing
steel. Lap splices shall be a minimum of 12". Anchor bolts (1/2"x10'~ shall be
placed a maximum spacing of 48" on center. Any variation to the prescribed
reinforcement must be approved by the Building Official
::'._- - "-. .- .. -. - -. -- -- - --,...-..........'-...-.-...-......-.-.... - --,---,--',"-' ....--.....-- -- "..--... ----._---- - " - ,---- -. ---,- . ---. ---.- .-." ... -..'.--.,',',',',',',',',.",.-.."... -.
This infortl1ationhasbeeliP:..()yi~~aSaguidelineformi lliltl~1D steel placeIllenfin
. residential' founda tion~,~s.recprijJlJ~J:ldedby. the. glYItlPic .reninsula .(;hapte~.pftl1e....,. .
.1nternational,'Con ference.,.df.lJuil~i~g.,.()flicials.. .'.Local. .jurisdictioIls .hay~.,a.tlthotjty..j.n. "
theenfo rcement .of thes~ reqlJi..elttents~ .pleaseconsultyour.localBtlildl~gJ:)~pt~...'" "
\
M I '..,..', "'.,."..'..',.""'" ""
OLY"'PICPE"'ThSUL\CIL\PTER.d'. ... ..'...,..'" ,....' , ","'" "" , , ,
l eFICBO ....<'H ,.'.".," .. , ,..., ",. "",'. .., .>,<<< '
,,~P~t;$criptilleFf)WldatjDn '
Reinforce.~lJtRequirem.elJ~:.,.".,"',..,..... "'"
*Single FamnyRe$icl~lltial--over4f(eett()8f~et~d.
5'-0." Max.
L._J
~:---.:_-- ----- - --
;T- ,----- - - - ---~
"
"
,I
!:
MINIMUM FOOTING REINFORCEMENT:
(2) #4 bars, typical all cases,
~
2"From inside face
, ,
, ,
, ,
t:-:_~
~T~~--=':':= =-:::-==--=-:
, '
I,
::
! '-L
VERTICAL WALL REINFORCEMENT:
#4 bars not to exceed spacing of 18" on
center.
~
,MINIMUM HORIZONTAL WALL
REINFORCEMENT:
6" wall (5'0'" max): (4) #4 bars, spacing
not to exceed 18" on center
Gl
()
~
Gl
'0
'en
.6
E
o
, ...
u-
N
8" wall (8'0"max): #4 bars at 10" on center
or #5 bars at IS" on center
Top bar placed not more than 7" from top of
wall in all cases,
~
FOUNDATIONS FOR STUD BEARING WALLS
l\tIINIMUM REQUlREMENTS1
, NUlIlber of
fi(}()rssltPPQI'Wd
, bj'folll1datioll
~
1
2
3
..~A"
.])eptht(j .
. bOttom III
.. fOQtfui!
12"
18"
24"
d"ll" ,.Wd"
MiIIiiliul11;~1lfu
f()lltfug) . . f()lJt.ittg
'ffiidmelll\ .. . . Width ,
6" 12"
7" 15"
8"
18"
I Based on UBC Table 29-A
Minimum concrete strength 2000 psi at 28 days. Floor diaphragms and slab
must be in place prior to backfill. Minimum grade 40 reinforcing steeL Lap
splices shall be a minimum of 12". Anchor bolts (1/2"x10'J shall be placed a
maximum spacing of 48" on center. Any variation to the prescribed
reinforcement must be approved by' the Building Official.
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NORTHWEST
RENOVATION
RESOURCES INC
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~ FEB 16 ZUllu
BREMERTON
alJILrnNG DEPARTMENT
1925 41st SW
Seattle WA 98116
P 206-937-9825
F 206-923-1416
February 15,2000
j
Bremerton Permit Center
City ofBremerton
239 Fourth St
Bremerton WA 98337
Attention: Valarie
Re: Application # 00-0035
Site address, 1713 Burwell St.
Dear Valarie:
We are in receipt of your January 31,2000 letter requesting documentation regarding the above
referenced site. Unfortunately your letter was sent to the wrong place. In the future please
address all correspondence on this subject to me at the address printed above. I will see that Mr.
Childress or another officer of Northwest Renovation Resources Inc. receives the communication
and that all appropriate action is taken.
We are currently assembling the documentation you have requested. This process will be delayed
because three of the principals in this corporation are currently on duty on the US Camden which
will return to Bremerton on February 29. In the meantime, communication with these individuals
is very limited. However, I can assure you we will provide you the information in the early part
of March.
-',
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BREMERTON PERMIT CENTER
Jan 31, 2000
EUGENE CHILDRESS
1727 BURWELL ST
BREMERTON WA
98337
SUBJECT: Application No: 00-0035
Site Address: 1713 BURWELL ST
We have received your application and find we do not have the information
required to process it promptly. Please provide the following
information as soon as possible.
1. Documentation that the unit was legally created.
Your application will be routed to other city departments for review.
During this process, additional information may be requested. If further
information is required, the complete application must be resubmitted
with the updated information. You will be notified by this department
when the approval or disapproval decision has been made.
If you have any questions regarding this matter, please call me at
(360) 478-5275.
Sincerely,
, 3{alarie
Uu.....O C)../ucL
Building and Development Specialist
* Equal Opportunity Employer *
/
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BREMERTON PERMIT CENTER
286 4th St reet. Bref1tfiH-ton, WA 98337
Phone: (360) 478-5275 FAX: (360) 478-5278
BUIUHNG pERMIT _
APplic3nt: EUGENE CHILDR~SS
405-6723
Permit No: 00-0035
Status: PENDING
Applied: 01/25/2000
Issued:
Expires:
Job Addr: 1713 BURWELL ST
Locatio\'):
Pdrcel No: 3717008-005-0006
Owner: NORTHWEST RENOVATION RESOURCES
1727 BURWELL ST BREHERTON WA 98337
Contractor:
Lie ~: SELF Exp:
De':',c: INS U~Ll
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vall.latioii ,$ Perm,i,t Fees: 26.S5 Total Calculated ''''~: 48.]1
600.00 * Plan Check Fees: 17.26 Additionll ~ee. .80
* Other Fees: 4.50 10tdl ;~~i: ~r~ 48.31
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01127/2000 14:32 FAX 360 337 4874
KITSAP CO. ASSESSOR
f4J 001
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KlTSAP COUNTY ASSESSOR
~
Jim Avery ,
'14 Dhbloa St., MS.2%, I'.K ()rcf&..... W,. JSU6 1."Ia1JllC Q60) ",1.11" I'_~) Jf7..m-'
Michad EUUnaQ
ChicfDepCd:y
DATE:
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TIME:.. -Z ".-:J 0
TO:
FAA NUMBER:
'-\ ~ "'6- ? h.l "6
REFERENCE:
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FROM: -..\ 0 x-......
\f-,~~\ VVV5--~
This information consists of this cover page and ~ additional pages that you
have requested. If you have any questions, you may contact me ~t' ,~~ "l- '-\-~ Sf
Local Unes: Bainbridge Island (ZOG) 842-2061 Olalla (253) 851.4147
01/27/2000 14:32 FAX 360 337 4874
WIP
KITSAP CO. ASSESSOR
[4]002
A'l's/T0250 CURRENT SUMMARY FOR 3117-008-005-0006 #1425792 01/27/00
Tax Yr Land Bldg, etc. Total
NORTHWEST RENOVATION RESOURCES 2000 17850 63540 81390
1925 41ST S'l' 2001 ( 17850)( 63540) ( 81390)
SEATTLE WA 98116 Si tus -,
1713 BURWELL AVE 0
-
..
StatiLe: '1'/0010 BREMERS 1ST ADDN (MORE DESCRIPTION ON FILE)
Lan.d use: 11102 THE WEST HALF OF LOT 5 AND ALL OF LOT 6, BLOCK 8, WILLIAM
Acres: .12 BREMER'S FIRST ADDITION TO THE CITIES OF BREMERTON AND
Map #: R143~105L CHARLESTON, AS PER PIA'll RECORDED IN VOLUME 3 OF PLATS, PAGE
Date Price Tp Ie Excise no Id Date Comments:
1199 60000 D FS 9909472 MGOl 990506 ANNUAL UPDATING
0898 87000 D TE 9807124 MGOl 980124 ~~AL UPDATING
0694 19150 Q QC 9404802 RS24 961218 1410 REVAL,S/W/T
1189 50000 W 8908668 MG01 960516 ANNUAL UPDATING
0787 40000 ViI EX 8704967 MG01 950203 AR}ITJAL UPDATING
WIP
PROCESS# 1425792 BLDG 01 OF 02
APPR. CMNT: ANNUAL UPDP.TING
LU 11102
~
ID RS24
3717-008-005-0006
01/27/00
ATS/C1411
LAND DATA FOR:
ZONE CR A T S C W V 0 C
CRES .12 C 0 E 0 F r T 0
C P R V T E H N
QUAN~ M:TH RATE S 0 V R - W R T
17000 - - -
1 S B PS C
1 S 17850 B PS C
1
2
3
4
UL~D COMMENTS: ID RS24 DA1E 12/18/96
L'r'RGA, LVL,AVG UTI~ST NOlS~
DATE: g/!~/ ~
I DISPLAY ONLY
(SEE SUMMARY SCREENS FOR)
(CURRENT TAXABLE VALUES
INDICATED VA:.UES:
BLDGS
LA1\TD
TOTAL
59,080
17;000
76,080
63,540
17 , $50
81,390
ACCOUNT IS IN WIP!!
01/27/200014:3;3 FAX 3603374874
wIP
KITSAP CO. ASSESSOR
19J 003
01/27/00
ATS/C1412
BUILDING DATA FOR: 3717-008-005-0006
322
322
BLDG 01 OF 02
CONSTRue'nON 5G SG
PROCESS# 1425792
QUALITY L ~STYL
L ~
DISPLAY ONLY
~OOF CS cs
FLOOR CV CV
INS1JL N N
ACCOUNT IS IN WIP!!
FULLBATH 1 1
------
FlREPLl,\CE:
SINGLE
F.ALFBA'I'H
~HER
DOUBLE
STACK
CARPORT
Q!-!Jl.L I TY
GARAGE:
ATTACHED
BASEMENT
DE'1'ACHED
MOBILE aOME
WIDTH LENGTH MAKE
WIP
:. :)
1ST FLR
2ND FLR
3RD FLR
4TH FLR
ATTIC
EASEMENT:
DEVEL
UNDEV
DAYLIGHT
BEDROOMS:_ 1 1
PQRCH-SLAB-PATIQ:
OPEN SLAB
OPEN WOOD
ROOFED
HEAT NO NO
~
L;AUNDRY
WOODSTO'ilE
12 12
12 12
CONSTR
_ QUAL
BUILDING nATA (cant.) FOR: 3717-008-005-0006
01/27/00
ATS/c1413
PROCESS# 1425792
BLDG 01 OF 02
:.]
ID RS14
& P FDTN
&. P FDTN
(PR) (CR)
~ BU'~~,T 1901 1901
En~EC?:,';~AGI!: 36 37
(PR) (CR)
REMO
CONDITION A A
~~J:ATION 46 46%
%UNF
ACTIVE?
soLAR? N N
d LAND PORTION # 0 0
-
ACCOUNT IS IN WII?! !
DATE 11/27/90
-
--
(PRIOR) (CURREl:IIT )
RCN 16,814 18,021
RCNLD 8, 620 10,160
SF 322 322
$/SF 26.7; 31.55
OTHER 1,000 1.000
TOTAL 9, 620 11,160
COST ADJ .95 .95
OVERRIDE
01127/2000 14:33 FAX 360 337 4874
\III.H'
KITSAP CO. ASSESSOR
t4J 004
ATS/C1412 .... BUr....~n" ,- ~
PROCESS# 1425792-~BLDG 02 OF 02
QUALITY A A STYLE J:1l! l.U
FOR~
3711-008-005~0006
01/27/00
l
DISPLAY ONLY
)
ION
1
SG SG
FULLBATH 2 2 HALFBATH OTHER
FIREl?LACE:
SINGLE DOUBLE STACK
CARP OR'!' GARAGE:
9'p'AL11'Y ATTACHED
BASEMENT
DETACHED
MOBILE HOME
WIDTH LENGTH MAKE
WIP
LAUNDRY 1 1
1 S T FLR
2ND FLR
3RD FLR
4TH FLR
ATTIC
BASEMENT :
DEWL
UNDEV
DAYLIGHT
BEDROOM'$: 4 4
PORCH-SLAB-PATIO:
OPEN SLAB
OPEN WOOD 141 141
ROOFED 96 ~
1004 1004
306 306
ROOF CS CS
FLOOR CV CV
~~NN
HEAT FA FA
ACCOUNT IS IN WIP!!
625 625
N W--
WOODS TOVE
220 220 CONSTR SG SG QUAL L L
ATS/C1413 BUILDING DATA (cont. ) FOR: 3717-008-005-0006 01/27/00
f-_.
PROCESS# 1425792 BLDG 02 OF 02 LAND PORTION # 0 0
r DISPLAY ONLY I ACCOUNT IS IN WIP! !
BUILDING COI-IMENTS ID RS24 DA\fE 12/18/96
- **~***************
NEW RF
NEW RF **********.**********
-
(PR) (CR) (PR) (CR) ( PRIOR) (CURRENT)
YR BUILT 1913 1913 REMO 1929 1929 RCN 79,434 80,384
RCNLD 49,240 52,160
EFFECTIVE AGE 31 32 CONDITION A A SF 1310 1310
$/SF 37.58 39.81
DEPRECIATION 38 41% OTHER 220 220
-
TOTAL 49,460 52,380
%UNF ACTI'VE?
COST ADJ 1. 00 1.00
SOLAR -: N N OVERRIDE
l_
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BREMERTON PERMIT CENTER
286 4th Str&et~ ,Brelfl&rton" WA 98337
Ph6n&:' (360) 478-5275 FAX: (360) 478-5278
BUILDING PERMIT
Job Addr: 1713 BURWELL ST
.'toea tion:
PareelNo:3717008-005-0006
Applicant ~ EUGENE CHILDRESS
405~6723
Permit No: 00""0035
Status: PENDING
Applied: 01/25/2000
Issued:
Expires:
Dase: INSTALL FRENCH DOORS
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*******************************~****~;*~~*~*(i*~**~**************************J~********* .'
Valuation ),~ Perniit Fees: 26.55 Total Calculated Fee: \ ' '48.3L/"/
600.00 * Plan Check Fees: 17.26 , Additiof1a~ Fees: '\,. ,'.~/
, lit Other Fees: 4.50 Total Perml~tFae: ' ~1'
:1<* *****J~ ******-****:iK**::<<)I()j( *>101()(<;)j()(I.)j(ll<:)j( * **'* ** *)1<*)1( %: >>: ** * lI< * *lI<JIO!O!<: w,)/<: * **)j( * >>: *:1<)1( *% **::{()I( ** :(<If()!()I(* )I()f(*::t:lK if( * )!()(()f()j()j()I()j(
Ovmer: NORTH~JE:ST RENOVATION RESOURCES
1727 BURWELL STBREMERTON WA 98337
Contractor: SELF
SLlbcontr:
, , ,
'fh.h~ p~Yfrlit$'h~J:l beeomelil..lll'and VQidi'f f.~ buildit19 or wbrkautho'riz:edb>' this p~(mil:. i.$l1Qtcoffilnel1C~within
180days'fYomthe'date of Such peymit, or if thi$ building 01' "Jerk aut hoYi zed by suchpe.l"mit' is $Llillp~~ Ot'
ablM'1tloneda'Cany'timeiS<ftiltY thewoYkis Cbf<ifrieliced ferr a p4:!hod of 100 da)'s.
,
NOTICE......:rt,i,IJtheYe$ponsibilityof ,the, po;'ymit holdey, rtot the'Cityof at"emeYtOi'l, OYBU11dinQ6ffiCial to 'see
'to 'it tha\i:,yeqliiyooiiWpectlornaYiIl made'. The'peymit hcddey must notify too Su:i1ding Offipi"lw~n.YeadyfoY
i.fl$pect.'io\1s. FaHun? Ofth(;) permit holdey to notify'too Building OffiCial 0.'1' yaqui Yed':illspeotioos/itayresult
:trt the'$itOpp~qe of the woYk until such time that the pe'rmit holdey can oob$tanti<?te .to too buildin9 official
that theconceaUed weir'l<: meets Oy eXc~$ codeY(?q(Jj,yenwnl:.a. A'nY demolition, teating,'oYfinancial bu.Yden shall
be b(:jYffei direcll>, by the p-eym'it holi:::ley. Failuyef.o$iJbst:antiate code yequi niir'ft~.mt;$ will ll'1denmify t~'Ci ty
against'Ia'nYandiiJ.U n~spoi1$ibilit>, oy liability c:ohoocted'with the COl1sh'uctio".
r haieby 'C~itifyl:.ha.t rhave hlfaa ahdexamirWd 1:.h:i,$ peymU ,and know the $af(~ to be hue arid c;on'ecL All
pn::lVisiol1$bf laws ai'id oydinanCln goveming this 'type of woyk will be COfllplied wHhwhEttooy $Pecifled h&ye-in
01' rot. iheg'faliting clf apermitdoe'il? not pye$U.lne to ~ive authoYityto violate oy cancel' the Pyoviaioooof
anyotheY atate oYlbCal lawYe9ulatir19 conatyuction oy toopeYfOrmaf/C('! 6f cOI1$tructiem.
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-$ign$.tuYe~___..:~__________~__ Oatei _--..:...:.........:.._________~^~_
X ceytify fha'l:. I amexeffiPt h'om the yequiYemente of the state cont.Y<\l;ctoy'S regi~rtnation law. under
S~ction3; Chapt~n' 126, laws of 1967.
SiGlnature~,_~._~_~_,,____,,____~__.._~_,___
Oate~
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Permit Center--'-'Approved By: '_'_W'~"^'_"",_",""__""',,",'W
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~. - -..-, -.- .-- - ----".-- ---- --- -. ,.-. . ._ --. _ ____ ____. __._ _._____.._ ,_._u_ .__._________~__._.____.__,_.____ _______....._.._._ ._......._ ._..._ _ .___.__.__________._._._ . ._.._ _________ _
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BREMERTONPERMIT CENTER
286 4th Street~ Bremerton~ WA 98337
Phone: (360) 478-5275: FAX: (360) 478-5278
BUILDING PERMIT
Job Addr: 1713 BURWELL ST
Location:
Parcel No: 3717008-005-0006
Applicant: EUGENE CHILDRESS
405-6723
Permit No: 00-0035
Status: PENDING
Applied: 01/25/2000
Issued:
Expires:
Owner: NORTHWEST RENOVATION RESOURCES
1727 BURWELL ST BREMER TON WA 98337
Contractor: SELF'
Lie #: SELF Exp:
Subcont r: r: ~ --tD
Dese: INSTALL FRENCH DOORS ~ ( L..-~ ~ I /
....................................l;-.~.~.~.J:{.................................::::~~
Valuation * Permit Fees: 26.55 Total Calculated Fee: 48.31
600.00 * Plan Check Fees: 17.26 Additional Fees: .00
* Other Fees: 4.50 Total Permit Fee: 48.31
*********************************************************************************************
This peymit shall become nUll,and void if the building Oy woyk authoyized by this peymit is nOt commenced within
180 days fyom the date of such peymit. oy if this building oy woyk authoYized by such peymit is suspended oy
abandoned' at any time aftey'the woyk is commenced foy a peYiod of 180 days.
NOTICE - It is the yesponsibility of the peymit holdey. not the City of Byemeyton oy Building Official to see
to it that yequiyed inspections aye made. The peymit holdey must notify the Building Official when yeady foy
inspections. Failuye of the peymit holde~ to notify the Building Official ofyequiyed inspections may YeSlult
in the stoppage of the woyk until such time that the peymit holdey can substanti~te to the building official
that the concealed woyk meets oy exceeds code'yequiYements. Any demolition. testing. oy financial Duyden shall
be boyne diyectly by the peyrnit holdey. ,Failuye to substantiate code yequiyements will indemnify the City
against any and all yesponsibilityoy liability connected with the constyuction.
I heyeby ceYtifY that I have yead and examined this peymit and know the same to be tyue and coyyect,. All
pyovisions of laws and oydinances goveming this type of woyk will be complied with whethey specified heyein
oy not. The gyantil19 ofa peymit does not pyesume to give authoYity to violate oy cancel the pyovisions of
any othey state oy local law yegulatil19 constyuction oy the peyfoymance of constyuction.
Signatuye:
Oate: '
I ceytify that I am exempt fyom the yequiYements of the state conl:yactoy's yegis-l;yation law. undey
Section 3. Chaptey 126. laws of 1967.
Signatun~:
Oate:
\ ***************************
\
~ Permit Center--Approved By:
Date:
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40.31 i
.00 I
. Other Fe.~: 4.50 Total Permit Fee: " 48.31 .~.
*~***:4l )f{)IOV.**l/(,)j( ::i(::K1IO{OK** III ****)l<)/( >>:Jl<*)j()!()(< *** )f(,)l( * %){I: **)!:jf;; )!()f.)/{)j(* * )f<l!\l!<:)f{)\;)fl*)j()I( ** * ;:(<:)fli!( **** *::IOK~Oltl\(*,*jf(,**lk ljl;)/!l{< * llOK1li.llI * **.~
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BREMERTON PERMIT CENTER
286 4th Street.. Br&merton" WA 98337
Phcne: (360) 478-5275 FAX: (360) 478-5278
BUILDING PERMIT
Job Addr: 1713 BURWELL ST
Loca tiero:
Parcel No: 3717000-005-0006
Permit No:
status:
Ap10Ued:
I$sued:
Expires:
OO~'0035
PEN01tiG
01/25/2000
Applicant~; EUGEl'4E CHILORESS
405.,6723
Ownen NORTHWEST RENOVAHOl'4 RESOURCE,S
1727 aURWELL ST SREMERlONWA '18337
Contractor: SELF
Lie 1}: SELF
~~
Exp:
Subcontr:
FILE-
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Valwation I Permit fees: 26.55 Total Calculated Fee:
60Q.OO l1\ Plan Cheel, Fee$: j] .26, Additional Fees:
LIese: 11'451 {~LL FRENCH DOORS
Thili; P4?ymi t $haU biItc::ot1lle' null and void ift:he building 01"\401' k a\..lUtQY'i%~d b>' thhl! plil"(mit is not Q(JM(llE:ncll'd w:l:eh:Lrr
1$0 days frl"Jl1lJ the dl'lrt/l! of $Uch p~Ymit, Or :i:f t.hiw building 0'1' WOYk ':;\lJiht,;lY'l:ted !::w $Uch P\'J'f'fllit is $u$psnded or
<Ibahctonoo /at .,;ny t.imlil li/;ftfiW t'ha Wf.Jyk ia CI'..)ft'JI\lI'i'I'lC$Q ff,)Y a period of 1$0 &)'$.
NOne!'!: '.. It, i$.H~ l"it'$ponsibilih' of the p~Yllrit hOl<krY, nat the city of Bt'E1oerton <:\'( Builclin!\!l Offici~l to, ",'et\>
t(~\ it. th;t\t l"~qtl::lxE;d in*"pia'ctiorw an~ made" The Pll/'ri11it holde'( i'llU$d: noidfy the Buildi i'l9 Official ~~hen reladyf'o'(
in"""ili'ct,ioY'l$" fill,Hun'!! (If th1!rPtll"fllit holdtlY tl.:ll1Otify the Buildil"l9 Official of reqwin>ld in$pecti~Nl$.Y :re$Ult
in th~ $'I;,Qppi!'lG.W of the ~Yk Ul'\til $uch ti~ thl1t the pWfll'lHho:t(;ltw C'litn !1ll.!baU7;nl;;i;ll,te to the, Dlvl.ldins official
""halt th1!r cOnr~li\led war-I<; Il1eet$ or' exc'{l!-ed:s t;'~ 1'~qu:i,n'NliIi!I'lt$. "'lnY~fIlOlit:i.on" tf&$t;irs, or 1il1i1lncial bt..J"r~11 s/'\til;l1
be b;'Jrr~ dir~tJ.y by th1!r permit, holclecr. I"'ailur-e to $IJb$t<ilrrti$t$ ~;:.dl:! r\\!qwirellle'nt$ will ;In,i(;l!n'fli1y too City'
>if\~JaiMi; aI''!)' SInd all r'iIY~on$ib:i,l:ity O,Y liabilit)'com",ctad with the conli1'l'huc'l:.ion.
t hli!'r'~))' ct,)'dd fy that I havll! ylitO!lld and &x$.fltlned thh1! PIiIYffiH and know too $iial1\l1! '1';,:) btL' trU(l\ $Ind cQt'n~ct. All
Pr'(Ni$icm.... of la~.,IB'iI ~1.nd oydi,l1.I!U1CeS gov<i?ynin9thi$ type of ~.JOyk wU 1 bte cOll1Pliecl \I~,H,h whef:,her' $peci tied Ml"ein
or not, The. Gj'Y'$:nt.in\1J 0:1' $, peYll1:J.t l:::loes not pYe~ 1:,0 \\'jivll! 8,utOOrity to vie.lat,," 10'( cancel the provi:aiiom of
$lny other $t$t~ or local law YfJ9Ulatins C(!MtYuctio:n or- thm- perlol'fOOlf'ICEi of co't"i$h'uction,
Oate: _',"M....__'_~_~_,_,_,_,___,
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r i:;"wl::H'>' t,h,'1l.t I <lIIll' t>xlffOPt fyOl'll the n(H4ld. rl;l'/OOnl;;.., of the $btte contY<tlctoY"$ n..gi"il'l;:r-atdon 1~:. Wl1diil'l'"
~ctlon ;:!J. Chap'tfl1:r' J.,26 , lal.)$ of 1%7.
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APPLICANT: }60WNER DCONTRACTOR DOTHER ~ 00-60:'5
Site Address: \"\ \ ~
\/(\-vJac-
Tax Account Number:
Check the type of application applied for below:
o SFR 0 DUPLEX 0 MULTI-FAMILY
o MOBILE 0 ACCESSORY BLDG 0 RES ADDN
;g1 RES REM 0 COMM ADDN 0 COMM REM
o REPAIR 0 SIGN 0 DEMOLITION
o NEW COMM. 0 TENANT IMPROVEMENT
o GRADING (cubic yards: ) Q OTHER:
N atwe of Work Proposed: I ,if'\) u. r"",.-4\, \) <""-< J Il..<"".v.r, "(,, 0.\" <) 0 ''\...
Square Footage: Dwelling ~ 0101
Garage:
Decks
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App lcatlOns 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 extend the time for action by the applicant for a
period not exceeding 180 days on request by the application showing that circumstances beyond the control
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.
APPLICANT'S SIGNATURE~ DATE: ;;Z )'4" 00
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BUILDING ftERMIT
~ N~
City of Bremerton, Washington
Phone: (206) 478-5281
~
OWNER'S VALUE
SLOG, DEPT, VALUE
PLAN CHECK FEE
RECEIPT NO,
PERMIT FEE
RECEIPT NO,
DATE
$ 1100.00
$ 12. 50
73200
$19.00
73222
9 26 84
SITE ADDRESS I LOCATION 1713 Burwell
OWNER'S NAME Richard Bobbitt
ADDRESS 1227 Broadway
PHONB176-7766
CONTRACTOR S elf
STATE CONTRACTOR'S L1C. #
ADDRESS
Same
PHONE
D RESIDENCE D BUSINESS
~ OTHER D NEW
D REPAIR
D REMODEL
rn ADDITION D DEMOLISH
D FENCE D SIGNS
OCCUPANCY
PLANNING I ZONING
STORIES
THIS PERMIT ISSUED FOR:
New Stairs and Landing.
Sliding door
TYPE M BUILDINGS NOT TO BE USED FOR HUMAN OCCUPANCY
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,
INSPECTIONS REQUIRED: Foundation D
Framing D
Plumbing D
Electrical D
Wallboard D
FINAL D
SEPARATE PERMITS ARE REQUIRED (WHERE APPLICABLE) FOR PLUMBING, MECHANICAL AND ELECTRICAL
FOR INSPECTORS USE ONLY:
REI NSPECTION:
NOT
TYPE OF INSPECTION DATE TIME APPROVED APPROVED
COMMENT
DATE
TIME
APPROVED
FI NAL I NSPECTION APPROVED BY
Building Inspector
Y CERTIFICATE REQUIRED BEFORE OCCUPYING BUILDING
OWNER'S SIGNATURE
BY
Authorized Agent
BUILDING DEPT.
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Phone: (206) 478-5281 lIIet!-rs Z.O. ~~
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All provisions of laws and ordlllllnces govllImln\1 this type 01 work will be complied with whethor specified herein or not. The granting of a permil doml not presume
to 1I? violate or ('.liIncel the of any other state or loca/law conslrllc!ion or the 01 construction,
INSPECTIONS REQUIRED: Foundation [J Framing 0 Plumbing II Electrical 0 Wallboard [J
SEPMiATE PERMITS ARE REQUIRED (WHERE APPLICABLE) FOR PLUMBING, MECHANICAL AND ELECTRICAL.
.....
FINAL [J
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REINSPECTION:
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ISSUANCE OF OCCUPANCY CERTiFICATE REQUlrU:D BEFORE OCCUPYING BUILDING
",,"!'k~SI(lr!~TU!,~~ e _~BY______~__._~_
Au/hot/zed Agent
BUILDING DEPT,
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CITY OF BREMERrON BUIIDIm DEPARD'~
PEPMIT APPLICATION
DATE 9/24/84
Richard Bobbitt
QV.7NER
1713 Burwell
IJX:ATION OF JOB
ENGINEER:[N'; CCMMENTSjR.EVITh1D B
198
TO BE CCMPIEl'ED BY 9/2 8/84
Self
CONTRACI'OR
q(v4<f
APP~~~W~
198
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. .BUILDIN
p
IT APPitl
ATI
N
City of Bremerton, Washington
Phone: (206) 478-5281
$ ow~~V:;;I--BLoo, OI::;T, VALUE-:-]~T~~]~q~'~~~j~;==J~~~ ~~-I~'~~~='=;~==;==~~"
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'JJ RESIDENCE L1 BUSINESS [..;1, OTHER [] NEW [] REPAlli [] REMODEL .$ ADDITION [] DEMOLISH ;
f\: _ Bel 0 '-l) [J SIGNS
PLANNING I STORIES OCCUP,II.NCY
.111 I~_ PE!i!\i'l T IS~YED !Of!:.--SIllOCj-'*-_Llil.2J)_U2b..I_"!_~h.LD_LQfz:..._Q.QQ_R_.____..___._
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All r'",c\lis;of)s of inws and ofdjnanC€'~lt gove(nin~) n.,IS type of )!,1ork will bH complied with whethor spocified herein or not The granting of a permit does not presunm
Ie '-)I\le auH1\'lil)' to "iQlale or cancel the prDI'jsions of any other stat!) or local law C(1ilf,lruclion or the performance 01 c:on:;truction,
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!NC;Pf::CT10NS REOWf1ED: Foundation
Framing []
Plumbing []
Electrical []
Waflboar(j
FINAL
::;EPARATE PERMITS AHE REQUlF-lED (WHERE APPLICABLE) FOR PLUMBING, MECI--jANICAL AND ELECTRICAL.
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DATE
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ISSUANCE OF OCCUPANCY CEHTiFICATE REQUIRED BEFOHE OCCUPYING SmLDING
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Au!horlUld A.gent
BUILDING DEPT,
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