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BREMERTON PERMIT CENTER
0 .~ 286 4th street, Bremerton, WA 98337
. Phone: (360) 478-5275 FAX: (360) 478-5278
BUILDING PERMIT 07-033/
.
Job Addr: 240 BRUENN AVE Permit No: 97
Location: MANSKER TIRE CENTER status: IS
Parcel No: 1624014-068-2000 Applied: 05
Issued: 06
Applicant: HANSON SIGN COMPANY Expires: 12
P.O. BOX 4280 BREMERTON WA 98312
Owner: MANSKER GARY
1216 BAY ST PORT ORCHARD WA 98366
Contractor: HANSON SIGN COMPANY Lic #: HANSOI*221J1 Exp:
P.O. BOX 4280 BREMERTON WA 98312
Subcontr:
Desc: INSTALL 3 FASCIA SIGNS & 2 FREESTANDING SIGNS
********************************************~***********************************
Valuation * Permit Fees: 128.70 Total Calculated Fee:
9,500.00 * Plan Check Fees: 83.66 Additional Fees:
* Other Fees: 9.50 Total Permit Fee:
********************************************************************************
This permit shall become null and void if the building or work authorized by thi
180 days from the date of such permit, or if this building or work authorized by
abandoned at any time after the work is commenced for a period of 180 days.
NOTICE - It is the responsibility of the permit holder, not the City of Bremerto
to it that required inspections are made. The permit holder must notify the Bui
inspections. Failure of the permit holder to notify the Building Official of re
in the stoppage of the work until such time that the permit holder can substanti
that the concealed work meets or exceeds code requirements. Any demolition, tes
be borne directly by the permit holder. Failure to substantiate code requiremen
against any and all responsibility or liability connected with the construction.
I hereby certify that I have read and examined this permit and know the same to
provisions of laws and ordinances governing this type of work will be complied w
or not. The grantingipf a p~~it does not presume to give authority to violate
a~y other statepr !ocal~ ( egulating construction or the performance of const
Sl.gnature: I ' Date: /0../& - 91
\J .
I certify a I am e mpt from the requirements of the state contractor's regis
Section 3, Chapter 126, laws of 1967.
Signature: Date:
****~********************** ( ~ Date: (b -/0 ~"7J
Perml.t Center--Approved By: t7 '
Y <CCCO~ C;jfV E~L~
LDr
I ~ ...
======__..1- - - -
> BREMERTON PERMIT CENTER
PERMIT CONDITIONS
Permit No: 97-0331 , Page: 1
------------------------------------------------------------------------------
------------------------------------------------------------------------
Job Address: 240 BRUENN AVE Applied: 05/30/1997
Assr Acct No: 1624014-068-2000 Approved: 06/16/1997
Location: MANSKER TIRE CENTER Issued: 06/16/1997
Applicant: HANSON SIGN COMPANY
Owner: MANSKER GARY
Contractor: HANSON SIGN COMPANY
Description:
INSTALL 3 FASCIA SIGNS & 2 FREESTANDING SIGNS
Conditions:
1. Z 0 N I N G
SEE ATTACHED ALTERNATIVE PLAN FOR LANDSCAPING POLE SIGN.
NO PART OF POLE ~N o EXCEED 35 FT ABOVE GRADE.
1/1 /1
! I ,I
( /;. I Date b-/b - c;'l
----
~ -"
BREMERTON PERMIT CENTER
0 . 286 4th street, Bremerton, WA 98337
, Phone: (360) 478-5275 FAX: (360) 478-5278
,
, Building Permit No: 97-0331
Job Address: 240 BRUENN AVE status: ISSUED
Location: MANSKER TIRE CENTER Issued: 06/16/1997
Assr Acct No: 1624014-068-2000 Expires: 12/13/1997
R E QUI RED INS P E C T ION S
Item: 01100 FOUNDATION-FOOTINGS Dept: BLDG Division:
Item: 01300 ELECTRICAL Dept: ST OF WA Division:
Item: 02700 FINAL--BLDG Dept: BLDG Division:
********************************************************************************
TESTING: Must be recognized by the Washington Association of Building Official
SPECINSP: Must be registered with the State of WA
ST OF WA: State of WA Dept. of Labor and Industries 478-4921
HEALTH: Bremerton/Kitsap Health District 478-5235
ALL INSPECTIONS PERFORMED BY THE CITY OF BREMERTON MUST BE SCHEDULED THROUGH THE
PERMIT CENTER, (360) 478-5275.
********~:-***?1**~ **************************************************
, I I I
~ermi t Hql ::$ / i (I Date: &-t"- 97'
sig~tur.e ,...--' . '-' ."
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BREMERTDN PERMIT CENTER i
286 4th Street* Bremerton* WA 98337
Phone: (360) 478-5275 FAX: (360) 478--5278
BUILDING PERMIT
Job Addr: 240 BRL~NN AVE Permit No: 97-0331
I 1" MAWTr"r~:r T r~r" l"'I""NTI""P Status: PENDING
I "",,(lca.: 1 on:: ," .::): :::.'. " " :::',,, :" :::'. :::.
1')':irC'f:l I Nn" 1 t) "'40 14"'''()6B..", )()OO App 1 :1. ed:: ()!::lI~:10/199'7
I 'l. ,,' "',, "",, ",., " .""~,,.. Issued:
I Applicant: .HANSONSIGN COMPANY Expires:
I p"O" BOX 4280 BREMERTON WA 98312
I Owner: MANSKER GARY
I 1216 BAY 51 PORT ORCHARD WA 98366
! Contractor: HANSON SIGN COMPANY Lic I: HANSOI*221Jl Exp: 12/17/97
I p"O" BOX 4280 m~EMERTON WA 98312
Subcontr:
Desc: INSTALL 3 FASCIA SIGNS & 2 FREE5TANDINGSIGNS
*********************************************************************************************
I Valuation * Perm:i.t Fees: 12B,,'?0 Total Calculated Fee: 2~~1 .B6
I 9 ~ ~::iOO " 00 * Plan Check Fees: B:::l,,66 Additional Fees: ,,00
. * Other Fees: 9,,50 Total Permit Fee: 221,,86
I *********************************************************************************************
This permit shall become null and void if the building or work authorized by this permit is not commenced within
180 days from the,date of such permit, or if this building or work authorized by such permit is suspended or
abandoned at any time after the work Is commenced for a period of 180 days.
NOTICE - It is the responsibility of the permit holder,not the City of Bremerton or Building Official to see
toit that. required inspections are made. The permit holder must notify the Building Official when ready for
inspections. Failure of the permit holder to notify the Building Official of required inspections may result
in the stoppage of the work until such time that the permit holder can substantiate to the building official
that the concealed work meets or exceeds code requinJments.Any demolition, testing, or financial burden shall
be borne directly by the permit holder. Failure to EllIbstantiate code requirements will indemnify the City
. against any and all responsibility or liability connected with the construction.
I hereby certify that I have read and examined this permit and know the same to be true and correct. All
provisions of laws and ordinances governing this type of work will be complied with whether specified herein
or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of
any other state or local law regulating construction or the performance of construction.
Signa t u re : .__.__._.__._.__.____._.__________._...___.___._....__,__,_,_,~________ Date: .....~..._-_..'............'--,,-_.........._.........._,...._--""'-_..............._-"'"
I certify that 'r am exempt from the requin~ments (jf the state contractor's registration law, under
Section 3, Chapter 126, laws of 1.967.
Signa t u r e : .,._,__..,____.___,_.,.___..._._,_____,.._..___,_.___._.,.___.'.m.___'_______ Date: /Ill'..........""''''''''''''''.._'''''_____....._.....,_'........,~__....._..............__~.....
***************************
Permit center--Appraved
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Acid'/': ~:~40 BJiUfENN fJf.~1rlld t No ~ 1
ton,~MANHiq::H T St~~tt1€;~ PENDiNG
NQt l 4'^"06t1"'~~()()O App} j = OS/aO/1997
~
I J,l')f:lrlr:: ~HANSnN ,
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. MANSf\f::R GARY ,.
j t;, HAY POHTOf~CHAI~D t'lt~
HAN~SON CCIMPANY 1,,11':: t$ .~ 11AtifiO 1 l:n ~ 1.
P ,,0, t30X Hr~f%~1f::RTON I~A 90;:11~'
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,
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1 OOcf.lMe 0011 and void if the buHdihgor W<:!'l"K ~uthorh:{!)d by this permit is l1t::1t
data of tluchperIliHf)'f if thh) building t)r work authorized by Bw.::h permit i~
at any til\'ll!! after the work commenced for IJiped(ld of lSOc!ti}/s.
"
". It is the r~MlIpOnli.libHit~' of ttl€! permit holder, flt;)t the City {)f !~remerton or Building Offh:fql to
it';hat re'iUired i~ac'tiom'l are made, The permit holder must notify the BuildIng Offlchl ~iMn ready
ln~~ctionfj . Failure f;h~ per.mif~51deY not! fy the Suit ding official required in$p<<;U(ms may result
'tnfhe ~toppage of' the work "mUl . Umethat th~ permit holclercan substantiate to the t~lHdingofficial
thi;lt ttll':'l co.ncei,tled work !l'Ifilet~{ orexceedt1 codt:l requirEllllrents. Any demo! itiol11 fng, or fiMi1clalburdelll!lhaH . '
bOfM dlreet the permit holder. faUure to $lJbstant iate oode requh"f.~flletlt;a \d H ind\\~iIlnify the tHy
. 8911 im~t an}" and reelponaibility or lIability cormet:ted with the oonstruction.
Hr that I. have permit and know the &31Ml to be true and f;orrect. All
of lIj~~l ar~ , govtJrrdri9 work wi 11 comPIiedwl.th whatoor ~cHied herein I
gnmM w~of 1& penni t C!clt":i!3 not give authority tf)' violetf:: or cancel the provteiQl'1e of
state (if \1<'ica1 law regulating Ion or the f){!:rfmmance of c;'Ofltitruf;t'If,m. ~. \ ,
.~~.~
try th~t I em t1!'~.!!I!llpt" from th~ reQllhementl!lCiT the 'OIlistra!!o, 1.., undo, ~ - S~
Chapter la~~ 1947,
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r::r OFf!~REMFF<lON REGFIPl
f~FGE J PT t~umb€~i I 1 AtlitRlnt t 1 ~lH"
Ptl}'flll')(lt fit::l't hj:Jd $ CK N(~t inn: HANSON S '( fiN en
P!?frml.t Nn~ S((~N l~ t (1N PI!HM I l'
Pan:el NtH 1 Jj~"06~3''':~OO(J
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Account Am(mnt:
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~ . BREMERTON PERMIT CENTER 1
I 286 4th street ~ Bremerton, MiA 98337 '1
I. Phone: (360) 478-5275 FAX: (360) 478-5278 "j1
. BUILDING PERMIT .
t :1ob Add I' ~ ~~40 BRUENN AVE Perm i t No ~ en .'()~~~H 1
L 4 ' MANr'K'I'"'R '" I I:'E" CE"N"I"I''''R cot ,I, ",,' !:JE"ND l' Nf,~ I
I '" ,(~(~~~; 1. on: ""..:l:~ ,\ ::. '\') :':" ::, ..~ :) ~1 i; I:...., : ~:' ,:" y C "'" .
I PdYLel No. 16~4()14-06B-,O()0 Ap~li!d. OJ/JO/l~97 1
I 1~~lie(J.
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! Appl :l,cant ~ +;A~SO~ SHil~.CO~P~N~", , '" "'\ ' tI( ~ E:~xp:i,rElS: .'
~ p . (,). BOX 4tJ30 ElRE: MLfHON WA ~B.31 t.:. ~ 1
! Owner:: M~NSKI;::R G~~~Y "". .". "
l 1 t.:,16 ElA Y '::11 POR' (,)RLHAf<[) WA 98,:,66
f -." 't' "t. .. II^N("'(')N ''''j'f:!JN ("'I')MI")^NY l i'" ,.. I.jAl\lt'("\l'>i,"}f"ll '11 t~ · 1 f"l/t'~/t':l":!'
! Lon TaG. 01'" ", I"'! .::>" ..:! ,I:.i ,", r'r1 _ '''' (,; 1f. l' l"jpj,').1 J, 7<t",;:, _, I:~XP" .1, t~ 1'7'
~ . P.O" BOX 4280 ElREMERTON WA (~8~112
t G't 11"("('lTl'!" Y' ..
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f D'" , ,.. '[ NC'''j"AII 3 I~"A(,"C' I A "11"'N' S' & '''\ - F't>t"'i::"C""r'AN[) IN' ('" C' "[' ('Nf."
~" ' e~lC .. "..~ ,.. ".. .:, f'...~)",. .,J ,1,:.<1 ,:/,C" r\l::,t:.~..J . " :J.,l,'~ .:1
! ", ' "
*********************************************************************************************
IV~J.uat:i,on ,'*' Permit Feer~: " 12~L70 Total Calculated Ff~e:, ' 2~a,.~36
I ~~500.00 * Plan Check Fees: 83.66 Additional Fees: .00
I, ,", * ,Other Fees~ 9.50 ,Total Permit Fee: 221.86
*********************************************************************************************
This permit shall become null and void if the building or work authorizelil by this permit is not commenced wHhin
180 days from, the date of such permit, or if this building or work autnt:irized by such permit is suspended or
abandoned at anytime after the work is commenced for a pefiod of 180~ays. '
. .- ':"'" . -/ '1 .;
NOTICE - It is theresRonsibiUty of the permitholderd'not the City:pf Bremerton of Building OffiGial to see
toit that requirediuspections are made. The permit holder must nofi.fy the BUilQ1ng Official when ready for
inspections. Failure of the permit holder to notify the Building Official of reqUired tnspections may result
'in the stoppage Of the work until such time that the permit holder can substant:~ate to, .the building official
that the concealed work meets or exceeds code requirements. Any demolition, te'sting,crr financial burden shall
'be borne directly by the 'permit holder. Failure to substantiate code requir~ments will indemnify the City
,against any and all responsibility or liability connected with the constru9tion.
I hereby certify that! have read and examined this permit and know the same to be true and correct. All
provisions of laws and ordinances governing this type of work will be complied with whether specified herein
'or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of
any other state or local law regulatingcqnstruction or the performance of construction.
Si gnat ure: _____._.._________....____..:_______._.._..._,__.:.__.,..__.._____,_ Oat e: ..;_..___.._,________..______________ '
I certify that I am exempt from the requirements of the state contractor's registration law, under
Sect ion 3, Chapter 126, laws of .1967. . 0 1/
. ' r-. ~
Signature: , ., . Date: .4.L---L..
..,.-------'----------........------------------------------ , --------- ~JC;~---if~'Rt:p ,..",
r-o (Z. t.A"""~1Q pfrJ r~A rNe. PI....1
.. *****,ll:***,*.~**,~**,lo:**~,******* tlO ,~ fL.-p If ~ t.;~?'J ,(.,/:;. 05., eN;''''
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I
~Re;:MEtRTON ~~&:RM:r T C";:ENTE:R
. 286 4t/~ strept', Bremertan,,:f,JA 98::~37
Phone~:' (31~a) 478';'~5275 FA.'X':: (:360)' ,1[.,'78-.5278 ,
. BUILDING PERMIT
Job Addt: 24:0 ElHHff::NN AVE Perm!. t NCJ: 97-03311.'
, L()CH:1t i6nu MANSKER Hltr:;: CE:N."fEf~ ~;tatf,H'\i: PENfHNfi
1.'.".,PHfCtd N01: H~~~4014~'O~jll~~~'()"OO APPlif.~t:.I~ O~V:'~0I1,(~97
~ ,i' . ' { al.'\nJf,~d f.
t,: ,Appl it;ant: HANSON SHiN Cl'Mf.>,ANY Expiril';.tH
l: . , P.O. HOX 42(m ~lRF:MFFrroN WA. ge:rU 4~
OWJ1ffr'~ MANSKf~RaARY" . .,
'1 ~n l:,FlAY Ell' t$fJFffORGHARD WA 9aa66
'.' '
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bi'9fl 1,1ftii('J.1> I::JY , II 'nr'ln'~'~!f'f '~"\:Jl'~. ''''t",l",'''.... ''"Il'\1! ..' &"tC '11'" "W"lI'~:H,!1.""'~,Ai',4"I, ,,#1:: '~/', if,
f;';;. " .' ..' 'P. t) .130)( 4~~8() a.REMfRH:JN WA 9t~~I1~?
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r~.;'t"~c: ',~!'1~) r't",,",, ::1' I" "II"d"'IO,"::!I'~;;' <,'!f :.::. f'f'J;:,r.;:,,~' f. H'j~':l';~'I';f'''',:~ , . '.
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Ii Valulrit hrf'l ?fl' Ptn'lI'IH: Fel!:.~IlH "128.70 'fntt>il C/!ll.(;UJ.i!it~ld Fe:%.1H ., 'r~::H;'$:di
l~ 9,SOO.OO -w'Plan Chec;kF!:HH:H . H;::l.e:~t:) 'Addi.tional Ff~e{i4~ "" ;00.,
'" ()~,\, >' J::;' :'110',' 15 l:'~O 'j" t' 1" I;)" ,,~.t L:' ' \" ' ,'i-'l ,l:U;
',,', '''',,'\di~..'I' rfj;f;"J~ ' 7.-,' ,,0,&1 erllh, re~.. , ".~" '~r,;j<;;l .,_'
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~:*****~'**~'~"K:*,,*'Jf*1t:******j("~**'*~HH(~'**'*********lH('*********"~********'X'**~'~***********~OHw****flI****,**,*
it. "'"~,,,
!~1i,~~$=~iflUtshaH beoQIIl:ll'luUand void if tiki buildhlg or work authoriZed by thisparmit is not camlJlence~.whMn
;~tl~,~ft,~~:f,r~mt~ date f;lf such permit ~or if this building?f work" authorhed by such permit is:SU$pefid~d,.O-f ,," ".'
aban~n~dat.l:fnr tIme after the work is commenced ror ,a pertoo of ,,180 days. " ," "
f4Q:dbE ~lt; isth~.te$pcmeJbUHY of thepeYmlt holder ,not the city of Bremetton or Suilding Official to
;t€l it that y'eqltklred f.llspeotton$arema~. Tn~ permit hol'dermus~ notify the l3uilding Official when '\'f3ady J~t, " .
:ins~~f'tiotls. . taU.llre .I)f thepermitht.11dertcnlotify .the SundinQ Official of required Jnspect io~s llIart-e~t1lf~~7rr .
':,111 tif*Ls,topPIJge, of the work atltH such time .that the permit. holdtr can subetant late to the buU'dmT;! of,flcaal '. ....,.....
}~f'lIl:,tJJ~r oOl"!CeahmWt;lr'kNtt,({ or exoeed$ odde requ i r emenU . Any demo 11 t 1011 ft ~et i li9. or fi narg; ia 1 burden shall
~~il!:'~~~ne direcUy b1; thepermH holder, F'~i1uret(.'l' suostafltiate code reqt{.irement.s will indemnify Ure City.,,"
,clgafnstanyand all J;$l.sp~nsibtHty l;Jf liabillty connected wIth the oollStrucHon.. . .
. .' '.' .
!!.\areby ~rHfr ;tl:l1!ft hav<* feadaMeXil'!lined this permit andkrrowthe ilHlme to be true ltind cotV'ecLAH ' .
;~rovi$ion$.6flaw$al1ld ordil1l1:noes ~verl1ingthh .tYrpElQf workwUlbecolllPUed with whether speclfiedhereln
'oy.'oot!; 'tMgrant'in~: Clfa permit ,dQeanotpreSUDllf! tog~\1{1i alJtho'rHy to v.f(jlete or: canc.el the p'rovi$iorl$ of
"any, ottler ,!!ItaJ$or 'local '1a.wregulating"c{m$truction or 'the perf;oYftlaooe of"13oliatruct!l:m. ',. ..'.. "
" ,","
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1 cftrtHy tfl~t . I' am e~.t"'f!(OllI JrtlJi, rei;\UltemeTitsof I~he~tatt:l ct;mtrac;tor"jjvtegistrati~ln law, under . . ,
s.'ei:;tio!la;Ch~pter 12~;~; l~W$of 1'6~ . . '. . . .
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APPLICA.NT: 0 OWNER 0 CONTRAC"TOR D OTHER: ~~'-
SITE ADD RLSS, c94Q Ef2u~N A\J~ TAX A ceo UNT NO,
O\VNER:,_~ s:hw~~ -~~-~ ADDRESS: ~_
CONTRACTOR: Hanson Siqn Co., Inc. ADDRESS: P.O. Box "c" Wycoff st.. Bremerton
CONTRACTOR LICENSE # HANSOI*221J1 EXPIRATION DATE: 12/17/93
CONTACT PERSON: Randy Hanson CO~TACT PHONE # 373-6015
o SFR D DUPLEX D MULTl,FAMlLY D BUSINESS D OTHER:
,0" SIGN D DEMO D MOVE BLDG. D MOBILE D GRADING(yds):
D NEW D REPAlR D KEMODEL D ADDITION 0 OTHER:
N;\TURE OF WORK PROPOSED: T~CST~ \, FPt c.. IA- , ~
3 ~\~~ ~\\C\~
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SQUARE FOOTAGE: Dwelling: --- Garage: Decks:
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i..:,..' .' VAlVA nON P{'::'P:J::A:NJU;VlEW FEE::ir:.P::ER:\11TFEE...' ." .....i.:sURCHARCt.s.r.\; .Vr:QtAtFllS', >,' '
$q~~ $ $ ENERGY: $50.00 $
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 extend the time for action by the applicant for a
period not exceeding 180 days on request by the applicant showing that circumstances beyond the connol 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 SIGNAtu~~,~ ~ DATE: ,-'5-~'?()~q7
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BEQUEST ~OJl ~,~~~~ANCY APPROVAL
."I"'l.l~tl .,;~
Please review this request for approval to occupy the following structure and retum to this
department by A5A-r> . Thank-you.
Permit Technician: Date:ltJ ' ~~ ~7
Building Owner: GAl<. 'I M !l1J 5 i<-eR-
Tenant: 5/hvl e
Nature ofConsuuction: Nw ~;WM@2...u~ 13ulC_Dr.JC
--- Address: ~4tJ ~nn hve.nve
Contractor: ::SoUnd &/~f)IAi~ S'Ts 7?::m5
.
Permit Number: tJ-tp -- tJl4-/
Type of Business I Use: 7I;ee 5~ e8
Type of Construction: V-Al:S /~ I N~L-EL)
,
Occupancy Classification (UBC): ~ 5 - 3
Square Footage: I 3, &:;!:J[) Occupant Load: 25
Comments:
,
DATE:
.
-
:T. .J JUN 25 '97 08:22AM HANSON SIGt'1 CO INC P.i
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HANSON
SIGNS~
FAX COVER SHEET
Date La, - ~ 1 ~ 1
To
Attention ~l)
Phone 47C2::> Q70
Receivin~Fax # 47B s::,c; ~
~e.\ ~'a..~ \-.-Oc.AA\o- f"<"'\~~<:U\-"\\~ 240 r)J2J,JrzlvN ~I
Comments 1.J.~D - AS 'PID2. 0:12.. eh~-wJ_
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~~ ~t~ ~ AD~l~~ \Wn..lk. ~ \. ...--
Signed ..:~A------- Cover plus _ pages
~k
f-/2'
7 "'/-'7
HANSON SIGN CO., INC. 1533 SHOREWOOD DR. BREMERTON WA. 98312
Business: (360) 373-6015 Fax: (360) 373-5842
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I :? ~ '3'_O/lTO 5'_0" ABOVE FIN.'aRhoE (2 PLACES) ~/
,(,/ 64'x70' 1'\ 36'x70'
, 27~x70' . g, 28 x 70 8- SERVICE BAYS WAREHOUSE
\'SHOWROOM- WAREHOUSE
i "" I .I I 'F,F ELEV 107.0 F.~ ELEV /07.0
,.g ~ F. F. ELEV. I 20' x 70' \1 \
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BREMERTON PERMIT CENTER 'I'
286 4th Street~ 8remerton~ WA 98337 1
Phone: (360) 478-5.2.75 FAX: (360) 478'-52;"8
BUr,LDING PERMIT ~"" / '
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I Owner~ MANSKER GARY I
~ 1?16 BAY ST prn~T ORCHARD WA 98366
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: Lantractor~ ~UUNU 8LUb JY~I~M~ d6J-~?7-7~~I",lC I: ~UUNU8~OJJN~ lxp= 8/14/'17
c 21238 JEFFERSON BEAC~ RD KINGSTON WA 98346 '
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~ I MM***M****MM*M**M***M*******M***********M*******M********~******M**************************** ,
MECHANICAL/PL.UMBING FIXTURES-,.. MECH-Gas Furnace > lOOk btu,: 1 MECH..GaEl Piping (out lets).. ,,: 1 ., 1
MECH-Air Handling Unit"",,,: 1: MECH-Exhilllst Fans,"'...."',,"': 3 PLBG".Water Clm~E1t.HH~":""''': :;
PLBS-lavatory"".,.",...,..: 5 PLBG-Water Heater....."......: 1 PLeB-Water Pipe/Alteration,,,.: 1 '
PLBG-Hose8ibbs. . ., . . " . , . . " . , : 1 I
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. This permit shall become null and void if the building or work authorized by this permit is not commenced within :
. 180 days fr6m the date of such permit, or if this building or work authorized by such permit is sUf.lp~mded or I
, abandoned at any time after the work is commenc~lCl for a prJ'rl.Od of IHO days, I
. ' I
NOTICE.. It is the responsibility of the permit holder, not the City of Bremerton or BuIlding Official to see I
to it that required inspfJctions are made. The permit holder mLlst notify the Building Offjeial when ready for .
im~pection8. Faf.lure of the pelrmit holder to notify the BuildingOffic:ial of required inspections may result I
In the stoppage of the l/Jork until 13Uc:h Urne that th€! permit holder can substantiate to tht; building official
that t he concealed work meets or exceeds code requi rements" Any demol It ion, test i ng, or f i nandal burden shall
be borne directly by the permit holder. Failure to substantiate c:ode requirements will indemnify the City
againf!t any and all responsibility or liability connr~c:ted with the) Gr.Jrll:-ltruct1on,
r hereby certify that I have read imd examined th1t1 permit and knmlJ the samfol to be true and r;onec:t. All
provhdons of laws and ord1nimt:(~~1 governing this type of work will be complied with \i.Jhether sped.fied herein
or not" The grantin~.)of a permit does not prSf.lUme to sll.VEi authority to violatEl or cancel thi'; provJ.sions of
any oth~' Ertate c:Jr 1 ,6. a.' 1 lawregulating c~mstruc:tion or the performance of construction.
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I eertH that I am exempt(!Jlom 'thl~ requ:lremElflts tlf tht~ stf:i'te contractor's registratIon law~ under
" Sf:Jct: ion :3, Chapter 126, laws of 1967.
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BREMtRTON PERMIT CENTER .
PERMIT CONDITIONS
(:r\ (, ":" Cl ? "1, 1 Paqf':'):: :1.
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I' , L"PCi:it, tOT'l,:: ,;;';::1:1',0, ,.I3I:~Ur::;NN AYE:"; Issued: 01/08/1997
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t Owner: MANSKER GARY
Contractor: SOUND BLDG SYSTEMS
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") -"..... APpr~Cl()AI., F:'nl:~ ?I~E SPRINKLER SYSTEM
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~~;;.~~~J~~1' 7" ~" A. ALL FIRE SPRINKLER SYSTEM CONNECTIONS TO 8E MADE DOWN-
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, I ;' ,THIS FACILITY WILL REQUIRE AND INSPECTION BEFORE OCCUPANCY"
F'ClI:~ ADD I "I' J DNA!.. I NF'CH~MA'T' ION AND I N~::;p[::cl' I ON PLI::::f:tI~::;E:CAL,L, PA'T' \'
JACOBSEN AT 478-5927"
" <:~,." C I:~ D ~::;S CON N E: C ''I'' ION C 0 NT' r~ 0 I",
";, .~ APPROVAL FOR THE FIRE SPRINKLER SYSTEM:
.' AI 1 APPF~()VI:::'n BAC'VI:::'l nlAl AC'<::'!!::'MFlI r F'C' I'll l(::~"l" Fl':::' ON 'fl'''IF' [;JAc'I"1 T NF."rnN
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-,n::::~::;"I"E::J)' A'T' "I"I'''IE: ,''I'' I r'1I:::: OF' I NS'T'r.1L"L,AT' I ON ~ WI"H:::NF:VEJ~ MOVE::!:) Cl!'~ ,
SEJ<V I CED ~ (.:IND ANNUAL1Y" .rF:~::;'i"s MUS'l' HE PE:HFOF~MEIl flY A
CERTIFIED WASHINGTON STATE BACKFlOW ASSEMBLY TESTER. TEST , 1
REPORTS MUST: BE SENT TO BREMERTON PUBLIC WORKS & UTILITIES~.
;, ,: ATTENTION: CROSS CONNECTION CDNTROL. 100 OYSTER 8AY AVE. ~
BFH:::l"H:::r~'fON. t..JA. 9B:::ll :::~ " 1
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NF'PA,'?;? MClN I "I'OF~ I NG" ~::;T'Of~Z. BACt\F'LDW. f\NOX 1:30X ~ I
EXTINGUISHERS~ AND ACCEPTANCE TFSTING STILL REQUIRED. i
B. EIGHT INCH ADDRESS NUMBERS REQUIRED. PREMISE IDENTIFICA- ",
TION REQUIRED TO UFC AND BMC STANDARDS~ 6 INCH MINIMUM.
p, C. 'rwo S'T'OI:~Z ADAP"fT::ns I:~E:()U I F~r:I)" I'''IYDF~ANTS' F~F::(KJ I r~L: S"!'OI~Z
! A.D(~lP'f[]~S J N ACCCH~DAt\jCE: tAl I ''1''1",1 I::mc ~::;'r('~NDAF<D~::;" 'T WCl nt..,LH::: 1'"'iYDF~ANr
REFLECTORS REQUIRED"
D" FIRE EXTINGUISHER PLAN WILL BE REQUIRED WIT~ THIS PROJECT 1-..." '
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PF~ IOI'~'T'O ANY C:CJN!::;'rl:~UC"I' I ON ABOIJI:::: 'f 1",1 I:::: 1::;'ClUNDA'T' I Cl'N "
H. ALARM CUT SHEET REQUIRED. ' ,
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~{., - B~FMERTON PERMIT CENTER
r "ll
~\, PERMIT CONDITIONS
, Pprmit N~= 96-0741
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PI"ANS APPI~OI,)I::::D WI ''1''1..1 COMMI::::N'r;i; ON PL,AN~:;"
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API::)'F<OVf.:lI:cl In "rVT':r :Tl':1;6'T 'TF' ; Fil M~ j:~;F;i(Jl E::'I;.j' '11,01: '""0009 AND (::'FPA
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A" FIR8 SPRINKLER SYSTEM TO BE POTEtTED BY AN APPID DOU8lE 1
DI::::'TFC'r(H~ CI'''IFCf\ VAL,AVE: ~iSSF:MI3L,Y"
S" lANDSCAPE IRRIGATION SYSTEM TO BE PROTECTED BY AN APPID
DOLJI::H,F:: C!"'IF:Ct\ \)AL."J!::: ~lSSE:MFlL.,Y OF< (.:l~::;~::a:::MHl I C:S AT FAC!"'! CONN!::::C'T:I: ON
TO POTABLE WATER.
C. FIXTURES IN MECHANICAL SERVICE AREAS WITH ACTUAL OR
POTENTIAL CONNECTION TO HIGH HAZARDS SUCH AS RAD:l:ATOR
fL.,USING f.'lND j:::II.,LIN(;; I:;: (;)UI r:)MI::::N"!' rlND/OF~ nA'!",,!,'F:F<Y FILLING ~lr<LA~::;1 1
MAY REQUIRE PROTECTION BY1NSTALlATION OF AN APPID REDUCED j'
PI:~r:'(.;'<::'IH~I;::I;'1:!li#lWiil~1:5Y:OW AC'(::'F'Mr31 Y rip o.C'(::'F'MFlI 'I F(::' j I
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H" C r~ 0 S ~::; CON: ~i:f I:::: C ''I'' ION CON "1" F~ 0 L,
D" AL..!, ~::; I M\S l.rr I I., I lING TTH<F:ADEI) 1,"lelSE: 13 I n ~'r!"YLJ:: F I KTUF<F:S TO
BE PROTECTED BY ATMOSPHERIC VACUUM BREAKERS"
E" EXTERIOR HOSE BIBS TO BE PROTECTED BY ATMOSPHERIC VACUUM
EH~ f:: AK F:r~ S " 'j~, I
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{ r~ tRAP PRIMfR~ GONNPCffh to P01AML~ WAr~R. rf U1JlJ7UO. TO '" . ~
!;~r;,:'r:'llrnl:;:: ':;:'N ";'nf'~~n I;;"lf\ f/f' HI:;' '~f'j ';'FP?H ':~':'Hlj':":F' PI~,:,\:;i(;;IJr~i" j:"':~Fl<'
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FLOW ASSEM8LY OR ASSEMBLIES"
G. THIS FACILITY WILL REQUIRE INSPECTION BEFORE OCCUPANCY.
L FTlF< AnD I 'T J ONAI T N':::TH?f'1A'T T ON 'PI '::: ~(::'F' ("'AI! \:)AT' :TAc'rnC'F'N A'T
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I 9" C r~ 0 S S CON NEe TI 0 N CON'!"r~OL ' :
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NOT'I:::::: ALL APPROVED 8ACKFlOW ASSEMBLIES MUST BE ON THE
'CtJRF~EN'T l"IA~::;I"'1 J N(:~'!"ON s:r:A'rl:::: DE:PAr~"rMI::::N'!" OF 1""11::::011." 'I 1,,,1 APPI:~OV[:D
A~SEMBlY LIST AND MUST 8E TESTED AT THE TIME OF INSTAll-
I. i~'!" I ON u WI"IE:NI::::VEF? MUI,)i:;::D OF? sE::F~V I CE:D ~ ~IND ANNUAL,LY" 'IE:~::;T'~::;
"" MU!::;:r. BE: PE:I:~F'OHMI::::D BY A CE:I:~'T I F' I [:D I;JA~::;I"'I.I NC:i!"ON ST'A'rE: BACt\F'L"OW
ASSEMBLY TESTER" TEST REPORTS MUST BE SENT TO 8REMERTON
PUBLJC WORKS AND UTILITIES~ ATTN~ CROSS CONNECTION CONTROL I
1 00 OY!::;'TT::f~ DAY Avr:;:NUE: ~ Dr~E:MER'TON u WA 9B:::ll ~::~ "
" 1. 0 ;,' C: F< 0 S S CON N E C T ION C 0 NT I:~ Cl L"
NOTE..~ INSTALLATION OF ONE APPROVED REDUCED PRESSURE DACK~ 1
e;l,OW A!;:;~;:;[.:rvlBL,Y ~ ' I 1'<lT""I[: I<4PPI~(JPF{ I rYTE: L"OCAf I ON I ON TTH::: ("'JA'r[]~
SEHV I CF: LINE: 'TO 'n"H::: ~::;j::::F?V 1 C[:: N~E::A.~::; M~lY MF:!::::T' ''I'' 1",1 F: M I N I MUM
REQUIREMENT FOR PROTECTION OF SAID AREAS AND REDUCE THE
Nl'JMB1:,;'I:~ fTF' '!~\"~'(::'F:'MI::ll T r:'(::' NFI:::'!"'FI'"
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BREMERTON'PERMtT CENTER
286 4th Street" FJremerton.. t..IA 9833.7
PI: . (""'LO) 1(78_11::"'::1"'7(;;' FAX' ("~L'J) 4'78~'5""78
lone. .::<0 ~fo.' ,'.:,,' ....1 , M,. ..01.. ,/ .. .;;.. ,
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. 8uildtng Permit No: 96-0741
:Job r:'::tcfdy' e;n~:~;~: ~:':~40 nF~LH:::NN AVF:: ~::;\'; td'; Uf;;:: I ~::;SLH:])
Locat :Lon.:: ~:':~40, DFH.JI:::NN(.\VE: . J Sf:H.1(~H:j:: 01 /OfU 1997
", ",,,"" I"'" (')""'/(')'7" / 1 ~'ei''''
(:1 s Fn' Ace'!:; No:: 16~'i~,40 14"'i06l,;l"".1::~(,)OO i:i,XP 1 Y'f.::ln:: ,/ , ".77/
, . ~~ El;~ u~r F~' [) INS PI:::: C ''I'' .' I D N ~::;
I t: (~'l m:: 0 ~::': 90 0 CON CF~ r:: T' c:: S "I' HI:::: NG T' 1,,1 C)(.:'q::d';:: 'n:::: ~::n" I NG D :I. \) t ~':i ton ::
Item: 08000 WELDING ,Dept: TESTING Division:
'I' 'I'''' , (')""'7" (" ", 1""NI''''I':)i'''Y ("'(")1"'1"" Ml"" (""I lA'" 'I' ("'AI-I i)I""N"I"f'" I")"" ,I"" ("'1")1""('" 'I' Nf"I") '1")" ""'.'"" ,"
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" I . , '''1 I (')(') 1""Nl""I")("'Y (""")1")1''' ,'-' ("'11"1" 'I' N('" I"JIII")("'I"""I" I") (" ""1")1""('" 'I' N''''I'') I")' , . ,;
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" ';; 0:~m :: .l,i:>,::", ::i, ~:'i, " ,:;j .,' " " ii:,""''''''\I\II'':I "" ,," " ,i:; ," ,),1"'1 "" " (':~'lp"; ,: ,::;" :':, "'" ;:1 "" 1 V 1 i:~, 1 on"
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'I' I (')'''/1 (')() 1":.'l.i..i'l"l~';~:&"'('\"(")I")I"" C'I 1\1'l/t 11\11")1'""1" 1""1 (")(")1':> "') '" ("'1')1""('" ", N''''I'' 1"1 I ,', "
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It (':"lm:: 04000 F:NERGY CODJ:1;:'::,,,"Crl"l"'I[]< D~:"lpt:: ~::;PE:C I NSP [l:i. \):i. s i on ::
Item: 02702 FINAL--PUBWDHKS [lept: PU8WORKS D:l.v:i.s:i.on:
J t (':HI)~: O;'::~OOO F' I F<E: SPli~ I Nt\I.J:]<~:;/SUPPji~F:~:;S J ON I)(:':'lpt:: FI F~E: D:i. v:i. ~':;:i. on::
J,t (:':'lm:: O~::~!::iOO 1"If.:)ND~::;CAP I NG Ch:':'lpt:: PI....ANN I NG D :1. v :1, :;~; :1, on:
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It0m: 01200 FOUNDATION-WALLS Dept: 8LDG Division:
Item: 01400 MECHANICAL Dept: ALDG Division:
~"i' . I \'; ern:: 01500 PL,UMO I NF; Cil'~ClUNDINCJF~I\ Dept:: 1::ll"DCi D:I. v:1. E~ :1, on.::
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Item: 01700 FRAMING Dep\';: 8LOG Division:
'1' ,'.. '" " (') 1, (") (') (') T N ('" ()I A "I" 'I' (")~, I I') "H") ,(".. n I I""'" I") .' V .', ,..., "'I "'r' ..
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SPFCINSP:: ~1u.st: 1:')(>:') n:lO:i.8ter'(~d \lJ:i,th thfl Sta,t~:':l of' WA
ST OF WA: State of WA Dept.. of Labor hnd Induntries 478-4921
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ALL INSPECTIONS PERFORMED 8Y THE CITY OF 8REMERTON MIJST 8E SCHEDULED THROUGH fHE
l:j I: "I::) M 'I 'I" ('" I.:: N "I" I": I,' ('::1 f. (')) ~j,' '. ('), "I: .,) "7 I:,
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f Pey'm t t 1",1(::) :" .Jf':" ' ~ <:' .' ' "
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.' 'j ~ \:~SSIGNMENT OF FUNDp IN LIEU OF BOND
"':; I
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THIS ASSIGNMENT is for ensurirtg completion and guarantee of the
.., '"" ,--,' ," '" J. I
aw~)~~~o~.f~<'~~~~~~~:ruction of ~U.O ~\Ue."f\ f\\jQ...~\i~ - ~~Q.,~Q;f\o\"'\~. a..<()3\~
-~ -'" ~\\S,,~.:\ ~\ ,<2... <':'e/"{\,\"~'f'~ .
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The undersigned, Cro..'(''i ~Q~ V--Q.\ .
does hereby assign to the City of Bremerton all right, title and
I
interest in funds in the amount of $~\)lot'd..5~ deposited in account
I
number Od-.- 3 d...b -g S-.e -,If;, at the ~~'SU~ fu)'\R Bank in the
, I
name of '\S\.Q..~SV-.I;2,\ \\'\<<.- ~Q.~\~\"~. The City is hereby authorized
I
to draw upon the funds in case chf the occurrence of any of the
I
I
following events: I
1. Failure of the assigndr to complete the project in
accordance with accepted engineering practicej
2. Failure to comply with t,he project plans approved by the
City Engineer and the Director of cokmunity Developmentj
3. Any failure of the assignor to comply with requirements
imposed by law or by any governmental agency with jurisdictionj
I
4. Failure to complete projJct and obtain final approval from
the City before __~~\AS~ \) i , 19~.
The City is authorized, in case of the occurrence of one of the
described events, to draw upon the account to complete the proj ect,
correct any defects discovered, pay required costs and fees, or do any
I
other thing required to bring thb project to timely and proper
I
completion. I
I
The Cit.y may, in addition, wlithdraw funds deposited until an
I
I
affirmative, written release of the ~eposit is received from the City.
If the City draws down part but not all of the funds held by the
Bank, pursuant to this assignment, any residual funds shall be
released to the assignor upon written release by the City, but subject
I
to any lien filed by the City fOl:- monies owing the City for any
"
reason.
ASSIGNMENT OF FUNDS -1-
~.
.. 7
. this the CJ 31C:l:day of .::r .::INC 199ft', for the
EXECUTED, ,
Assignor, ml3~k~ rh'<-e &N/ee :
J Q"^J /h1 iMA ~ "'-
ACCEPTANCE
The undersigned warrants that he/she is authorized to execute
this assignment of funds for the Bank; that the account named has the
required funds in it; that the Bank accepts this assignment and all
the terms contained in it; and the funds will be held until either
drawn down by the City in accordance with this assignment, or a
release, in writing, is received from the City.
ACCEPTED, this the !7 3?:b day of .:::r 0 IV e; , 19 97, for
the k 17sAP BANK:
;J7;,~
Name J'1,E, 'BLO> .(
Title l/1c.E p~ /p(?NT
APPROVED, for the CITY OF BREMERTON, this the cllJ day
of cr~ , 1911:
iJ. til
~
LYNN HORTON, Mayor
Attest:
~ \(y\~
KATHLEEN L. McCLUSKEY
City Clerk
~s To Form,
~RS
City Attorney
-
ASSIGNMENT OF FUNDS -2-
06/23/1997 14:20 3608761036
. MANSKERTIRE PAGE 01
.
.
~~@lliUW ~]
p \n r; " 10Q7
'- l....... ,\: f~" \ '. ..... '
BREMERTON
BUllDiNG DEPARTMENl
Y;:unamoto Hydr~,*,jng and Lanctsaplng Inc,
April 2, 1997
Mansker Tire
1216 East Bay Street
Polt Orchard WA 983~
Re: New Mansker Tire Store eremerton Wa.
Our price for lanasc.aping an<llnigatlon Is Fourteen Thousand Four Hundred Fifty
Four Dollars and Ninety Two Cents ( 14,45-i.92).
This price Includes all labor and mat.,rial needed fOf thiS Job.
Thank You.
~.. .....-.
President
iY/dt
57(,5 SIdMY RtllSd S.W. . !'vIl C:)r;:hllr'.l, W,,~nqlull 9~J(j6 · '1...1. (20(,) (3(iO) i476.1l:l8lJ . f.w t2ll6) (~J M5 ():1115
Cl"'fl' l.Ir:r1'l!\.", NO, y,'" M^ 1oII":l1llo/'f
- -
BREMERTON BUILDING DEPARTMENT
Inspection Report
Scope of work: P1bg, Meeh, Fire Sprinkler & A1aIP&rmit Number: 96-0741
Address: 240 Bruenn
. Owner: Gary Mansker Phone:
Contractor: Sound Bldg. Systems Phone: 297-7317
FOUNDATION
Inspection card/approved plans on site Setbacks
Footings: required steel placement Walls: required steel placement
Footings: required width & depth Walls: required size
Bearing soil (soils analysis if applicable) Special inspector (when applicable)
l(~
~t.M6.~
FOOTINGS APPROVED: WAllS APPROVED:
FRAMING
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 & span
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:
APPROVED: ~/~ ~ 7/~ 7
ENERGY CODE COMPLIANCE
, Insulation: proper R value Insulation: proper fastening
Insulation: vapor barrier Bottom plates caulked to floors
Penetrations caulked as required Electrical boxes gasketed or caulked
6 mil black poly in crawl space "0____ --
---./ "
COMMENTS:
t,J..JAI/~ ~ V,PflA' o-M"e c.eili~ ~/~ ~~..j~" 97
UNDER FLOOR/FOUNDATION INSULATION APPROVED:
WALL INSULA TION APPROVED: ~~ ~r47 CEILING INSULATION APPROVED:
.
-=- I
MECHANICAL
Appliance location and access, proper sUPpol1 Appliance clearance to combustibles
Venting: clearance to combustibles Veriting: size & support
Vent termination Combustion air I
Duels: size & support Gas pipe under test
Gas pipe: size & support Gas pipe: underground min. 12" below grade I
Gas pipe: within 6" or underground-coated Gas shutoff within 3' of appliance
Gas logs: safety shut-off Gas logs: damper permanently open
--
Woodstoves: EPA certified Woodstoves & fireplaces: Tight-fitling doors
Wood stoves & fireplaces: proper hearth Manufacturer's specs on site I
Chimney liner: when required Chimney: separate flues when required
COMMENTS: -- ;;;et2 {/v5(l/Uj?nl-- 5.. )"'.. 7? ~ - I
I
GAS PIPING APPROVED: ~ ;f!Ip- LC.,',,, LL ~r-7-~'
. fie:--,. ~~A""<': L..lo.l.4... FURNAC5APPROVED:
- o....-s-.t;L.. ~ C::;;"-97
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 c1eanouts
Vent termination All fixtures vented properly
Water supply: proper sizing Shut-off valves on all fixtures
-.-
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 required Water-piping insulated as required
Grease traps/interceptors: where required Proper indirect wastes: where required
COMMENTS: r/~ C) 'f /;z. ~ P' CLL-rJ ~ I- ~ -=:>ttL- ;16, J"bV1 t. . " :., v~k;;~
, f ,~ '7"'z...-' 1
-
n f "\
\ l
-{
PLUMBING GROUNDWORK APPROVED:
Proper fastening: nails-7" o.C. horiz. plane nails 8" o.c. vertical plane .
Proper fastening: screws-12" o.c. horiz. plane (1/2") screws-12" o.c. horiz. plane (1/2") 24" o.c, framing
Proper fastening: screws-16" o.c. vert. plane (1/2") screws-12" o.c. vert. plane (1/2") - 24" o.c. framing
Proper fastening screws-12" o,c. horiz. plane (5/8") screws-12" o.c. horiz, plane (5/8") - 24" o.c, framing
Proper fastening: screws- 16" o,c. vert, plane (5/8") screws-12" o.c. vert plane (5/8") - 24" o,c. framing
Area & occupancy separation walls Draftstops where required
--
Usable space under stairs (5/8" required) Waterboard where required (not on ceiling)
Corridors
COMMENTS: b~~ ~<; ~~ S"I-r.-,~ 7 ~
SHEETROCK APPROVED: ~/~ $'47 /~1 k
FINAL
I I I Plumbing & mechanical
Energy code requirements met, exhaust fans
Garage/dwelling door self closing solid core Smoke detectors where required
Handraiis & guardrails, as required Fire ratings maintained
Exit signs when required Emergency lighting when required
-
Occupant load posted when applicable Building weathertight
-- Building Addre,ss posted
Wood siding to earth separation (6"
Radon monitor when required
.COM~ENTS:~) ~ ~ ' ~-11-11~ .
FINAL APPROVED: h-l1,q 1 ?j4.~
I S .
t>:=::B' ~4 J ~4 I' ' , lI~rB_.C::DU' J' ~ <~?::::
r!;~l':'~rri':;::';:':~:~~~:I:~::\~::_j,:::::::::,:::::a.'::f:::::g;~\('ii_~~\~'I1;~t:,;;~t;_':,5%Z5;:"':' :(':;:"::,::f...,.~:;;!tll~1
1ilJiiiiii_~
Please review this request for approval to occupy the following stIUcture and return to this
department by A5Af' . Thank-you.
Permit T echmcian: Date:_ltJ ' ~ CD ' 97
Building Owner: GIJ-I<. 'I M /I1tl5;<. ElZ
Tenant: 5 /t-7vl ~ ! j
Nature of Construction: /VezJ f2t;M/U.~A-t- 13u/(__D(~C
-"- Address: /J4tJ ~l1n AveIVve
Contractor: SOund &/L--IJ/AiG S '7s ~5
.
Permit Number: q~ - 07+/
Type of Business / Use: 77,ee S ~JlZ.e:f
Type of Construction: V-Al.:S /,e I N K-L.6 LJ
Occupancy Classification (UBC): ~ 5 - 3
Square Footage: I 3, 0 ~[) Occupant Load: 2.:;
Comments:
mmiBX,iiJ DiiD!i!DfiDxiH:!l D BY:
DATE:
~
/
<
~ .
, .~
.~~:'::::::::i::;:!:;:i>"~:14.!;!!I~!!ii_J,:;;::::I:~::;,:":,-i:;'.::::~'::;::,:1,..".t"1."~~)
,~Q.~~'!f.~ll ~~~!!!'.~CY APPROVAL
r~:.... l.;,~~fJ~ f_
Please review this A-uest for approval to occupy the following structure and retUrn to this
department by sAfJ . Thank-you.
Permit Technician: Datelo.~~ ..~~7
Building Owner. G~1 M/hV5~a?-
Tenant: 5 /1-rYl ~
Nature of Construction: Nw & M 1UEJZ-c4 A--t.- 13 uu.-D I ,A..! C
.-- ~4tJ ~11J1 JrveJ1,Ve
Address:
Contractor: .:2oU/2d &/{/OIAitP s '7s TmYIS
.
Permit Number. q~ -- 0/4/
Type of Business I Use: 7/,.ee 5 T2J .e..~
Type of Construction: V-I\! .:5 /' IZ I N ~L-G'.o
Occupancy Classification (UBC): J3 5-3
/
Square Footage: / 3, fs; ~o Occupant Load: 25
Comments:
'~ ~
\. --- ~~j!~OBY~~ 6 ..
DA: : ~- ~fo~ ~7
-~--
--~----
.
---=----- "
. . .. . I
jI;:;::~i;::;B' '~ ~J it ~~ ~.' . t ~~;;:B,....r..mn~~::D::,a.._:~ ;; <: ;: :'. . ~. ': :::}}:f:ff
'.'"'''' ,~1 ~ j ~ a.1 ," OJ 1.,_..._.,..' mJF'"~ ,. . " , '"''''
f':!~~__i'~ll~$r~:l!j5),)jili~:'.7iL~:,:,{;j:);;;~~
..~Q,~~!,!!~!l ~~f,~!!41VCY APP~9r#.. .
. ..dI lRIf?~~il;i..~,
Please review this request for approval to occupy the following structure and retum to this
department by A5AfJ . Thank-you.
Permit T echnician: Date:~ ~ (" ". Cf '1
Building Owner: GIJ-I<. 'I M IbIS;<'ElZ
Tenant: S/bvl e
Nature of Construction: Nw ~M tUE/Z-C..-t /h- .BUt e-DI,l../C
Address: ~4tJ ~nn Av--ellve
Contractor: ::2oU/1d &/~lJhu'~ S 7'5 ~5
.
Permit Number: q-~ - 074-/
Type of Business I Use: 77;eG S n eff
Type of Construction: V -1\1 .:s /;e I N )::..L-€.o
Occupancy Classification (UBC): ~ 5 - 3
Square Footage: / 31 f.r; ~() Occupant Load: 2. '7
Comments:
r
6 -'-1 - , 1 ~,Jt>,,,,_/ I'-V-<P $V -,,~ ,,.) """~'tAL... "'-"'""1
APBfIi)iiMn;0tN"'.'.,.':O.";'.'~f::i::n'Dii:O'..'.vjQ)! 0 BV. ~ ~~ '
;,;,;";...,.:;;.:.;:::;.;,;,:,;.;,;,,,;.:;;,..;.;,;.;:;.;.;.:.;.;.;;; :'.":.:.,,:;:,,:;,,;;~:::::;~5:~:.:,.,;-;;;.;.:,:::.,,,,--:-:,:,,'-'::: 'Jl. C
DATE: ' - 2.7 - 97
JUN 27 '97 a9:aB AM BREMERTDN D.e.D. 360 4785262 1
.
. I ,.' J ~4 I mll.!BmmDlC::':DEP_:::b~:::'
'''" ,.. I, \>". "." ",,' ,':"" ,:" " " """W':'
c'.. "'_..'<::'":."..,::,.:,.,::::;::::.:.:;,::..di:,:~::::',.:::::::":.::,;::r.:":',~:,::.;,:..::."'/::",:.".';:'::.,'.:::':.:...'...784,S%lI:::::::::'~lif~J:::lt::t:.utI:i~f ,'j
t. il
~( f
, ~n~',_
'BosutossLi;c:iise".....' .,. ,." F"" lifarOliat--.... . . . .... ..~.""..,. ,'''''" .,.. . ,
'_iT~~::::ij~~~?rZ~.~~(.":J.::!;:,:':::. :;:.~~~::,~~~t....:..::,.i::::::...:.:{.i.::. ~ .;'Qi:~::.::;:..:;:??:::.;:~:;;:r:~;:.'.:" '"" :.,',' ",:
Please review this r,r-est for approval to occupy the following irttuctW'e and return to this
deparnuent by S AI' . Thank-you.
Permit T echnidan: Date:
"\R ---..-.ur~ -=- , .....&"1:= lW ~~ ~
GAfi..y M IftJ5/< E:R... -~.,..
Building Owner; -n g' ~' fJ -a
i1 "'_ \'n
Tenant:_ 511"7V1 2- ~,~ f'L ~
\J\~~6~
NFuJ f!tJ;fA IUt:72 c--r A"tJ ]JUI (..~.f)I";C
Nature of Construction: !~ r,.. ~ i
,'t\ (D
c1412 A~.?le-,h 11 A-venve .l) ~ ""
Address: :tQ~.~ ~
::)Ot.Jnd &1t,.-LJI,uc; SYsn-ms
Contractor: it :::l
qr, -'" tJ74/ " ".
-........---
Permi[ Number: i ~ ~ a'J.
"" ~ !
Type of Business I Use: 7/tCe Sn;ei;? .. ,-,
If\ ~Il.>
Type of ConstrUction: Ll-N S~/21 NI:.t..E'~ ~ 1'..J
.,.~ ~F
g 5-,3 ""~ ~ 8lSt
Occupa.ncy Classification (UBe): , - y
~ . "'IJJ
Square Footage: / 3 (p !-;-O Occupant Load: Z'5'
I
-
- -~~ l~ ~"'.2...:~: jn Ll " v ~~i ;;- 1
fllti...
Comments: .
III 1
T~ r Ln -1'Ii"
LJ lb..... ---.
~~g~!~B~DBY=/P .
DA z ~"27 -?7 ,
T -- ~ ~ ~ II :~~ "7" ~ ~Iljl~:
I Jun-27-97 Ol:54P Bremerton PW o~~rations 360 478-5360 P.OI
I' ~ ..:: - :;:~:;.-;:;.; Date .;::--n of ~ t -
: Post-it" Fax Note 7671 c.: l IPfl(jE>S ...~
,; .~. T~ .. '\ ~~::---- From .,.? J"'.'. .,'--=
~,c.... -.v __,_._, .,__ .
- -.III~".~ CQ /C.ll~:~~t Co. I . -
~" "' iN' B' " ',---..---- -----..---"' ..,.-'"
-,.~""" B' ~,t . !I' tr'j .., 'I" , .' _..,--""..~"'---'--_.. P' '" #
~t:':, ; I>:h ,)1 ~"'I'; ',.", ", ", ,P~"H',H# 110,,8 J
f"',::" "'C"C: ",:,' " "".:..:,.;,-'"'" '<':""'''' 'Ill' " "Fa-;-;-'----------..----...." "". . .'1
, , ,288~ S'b'e"e _.___.______.....__...."..__....___.__._'..___'____.....___..-.-
--11 ____ ___._. _.~._
i REQUEST FOR OCCUPANCY Aj)PROVAL
~' - " -
: Building : ~g ;'. W;uedWmt;'.v~'uer.
-.- -.
, Basinl:s.i L~se ,: Fn:.t~>.Mirmal , . Pl;:mning I
"'" ' Trtf&::. ~ f~T:J'Ni;T:lHn Prau) 0' HaIth lJ':epan'mCnt ,a Oth.er:-'-~ ~
I Please review this l'jt~:st for approval to occupy the foUQwing 31.mcrure and return ::0 this
.Jepar:rmem: by _.-2...~_. . Thank-you.
Permit Technician:____._._ __Da(e:~ ~ (., (I$> '\1
I __ _'.. _ _.. /". __ _ _ _~__._ ... _ ..-.._
..... - w._~,.._. 1It..___~_ N--~"'___
Bujl..l;...... Owner. Gl'rrr?..i. ;1A4;V'S/(E.R..
I ~_.'"'_..~ .~._--- - .. -'---'.'.-
, Tenant: '-_) /}-7}1 ~
'....-..'-----.---.-------.. -_.......,-~_-......-._---,~.~~~.'"
/, /"
~- , , ~, ~
Na.ture ofCoustmction:~'\ t;Z!::~.,_"L^"~~12.-C:'.-{ m-. . iJ:.I/f::::.{)I,;(j~_"__,__.,._
~ d II
, /")j ". Ill~~; ~" __
Address: ,;2, 7 1..,:,./("-l{t2l::::,,,~__,, ... .:._ _":f:~~~__,_._____,,.. .. ,
Contractor:_ :'Sound I3u,U)/N(P - .:i:,t.~_Z~"1Y15 --.--, II
Permit Number: q& .-- tJ11/ Ii
.-,---------.-,-,-----.--~._, Ii
,
Type of Business I Us~_7I ~,2..::,5.zz:Jle.f/ __ _.____________,_..,.." l
T'\I'Pe of Construction: 1/ ~ Aj ..5;.t?K /A./it.L6""LJ
,J ._-...---~- .------------".......-......--..-__~__...._.__H_~~~'
Occupancy Classification (UBC):____?', ,,;;- - 3 ______,____,__,..___,____________
Squa.n~ Footage:_~ 3 ~~o __,._.____Occupant Load:.___2?" _____,___,,___..
"~II ~J _r1' i ,,~.-m-If'iurr~ ~ _.- ""i~.~0I__
'" - --.JI(lII8lIlIlIIlilI~ 'I - - I:". T .__. __ _~~__ __~
Comments:
-----""-_.............. -~~----..............._.-.....~~~.....
--- - -- --- .....'-----"~,_............-..~..._,~.-...-
--- . - - ----- '--~=--- I'
APPIlOVIlD ~APPROVJlD 0 By'__--.:..:._____ :~---, ---- . .
I. DATIl: &, ~ 2- J--lIJ 7 --- ..:
' :.. ~:= -_.-::;:::::;;::,,;::;-';:--"."
~ ~ ~~ ..::...:~.,;;:::::- ::: ~ -;~ ..
= ~.. ~~:~ :~!: = . ==--
: ~~ ~ =
OS/23/19'37 14:20 3508751035 MANSKERTIRE
PAGE 01
ID ffi @ lli u W ffilID
JUN 23 1997
BREMERTON
BUIlDiNG DEPARTMENT
F cl -""
/' ' '//
rOV ",u?'\ /c( I /
Ytunasnoto HydrOtdding and LAndscaping Inc,
(" (
C . Ie.,.,
April 2, 1997
Mansker Tire
1216 Ed Bay Street
polt Orchard WA 983~
R.: New M.nsker Tire Store Bremenon We.
Our pf1ce for lanascaping and Irrigation Is Fourteen Thousand Foul' Hundred Fifty
Four Dollars and NlnetV Two cents ( 1.,4s.i.92).
This pfice Includes slllabor and matenal needed for this job.
ThanK You.
'~ ..-.-.
~oo
President
iY/dt
5]61) SldLWY Roud S,W. . PUlt Ordllll'J. W~~hi(l'lI"'I\ <)~3(,6 · 'l.~\; (2061 (3(;0) :"'71!1.1889 . t'"...: [:i!()lil C:JQ(l) 8% ():~ 15
('(,/fl' ur:r1'l!;.", N.O, '1/\ l'\^ MI"~IIMT
t"'d steal ~ee S0~..QI
so.tOW'ltW'a'^ ~1;::~<:1 1.6-<:0-1>0
.
APPUCANT: 0 OWNER &ONTRAcrOR )8(QTHER,
SITE ADDRESS: 1.W ~O A.:\ltt.- COUN1Y ASSESSOR PARCEL II:
OWNER: ADDRESS:
CONTRACI'OR: t=:"D~ F,lUi~mJ; ADDRESS: 'l.'l!:;o ~lL~J ~~.h1k~.s3
CONTRACI'OR LICENSE 1/ F'oK I::'t f"I - \ ~ 1. JJI P, EXPIRATION DATE: 1-\-.~1
CONTAcrPERSON: ~ ~?~~ CONTACT PHONE 1/ L ~)f:.,1 \ - 14bS
.
DSFR o DUPLEX 0 MULTI-F~MILY gBUSINESS DOTHEIb . ~ JW~7"
D SIGN 0 DEMO o MOVE BLDG. DMOBILE
D GRAnING{yds}: ' '..J
~'NEW 0 REPAIR 00 REMODEL D ,ADDITION D OTHER: DEe 13 1996
- BREME.RTON
... iUIU"NG l}(PARTMENl
INTENDED USE: 'llelZ.. ~S fLii,PA-tll6 ZONING CLASSIFICATION: COUNCIL DlSTRICf:
NATURE OF WORK PROPOSED: ~\.11VM~G.- FtR.ii- ::;~~P~'l,~ ~
I SQUARE FOOTAGE: J
I Dwelling: Gange: Declc.s:
For De artment Use Onl
!tIM!iMlVAtt1AwtUN~m%M tM~~$I;~~FERm~ :~~H;Mll~)i;~mj~\~jMWl1@t@~$wemt(~'-)M@)!,ii Nm)~WMltQtS.b$l$li:rm:iJ
.$ it, rooo .$ $ ENERGY: '50.00 '~. 0
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 extend the time for action by the applicant for a
period not exceeding 180 days on request by the applicant 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 appl~cation after expiration, the applicant shall resubmit plans and pay a new plan review fee.
atio!,- is correct to the best of my knowledge.
DATE: 11-/Z-'~
-, ~,
.
.
1 INTRODUCTION
The Silent Knight Model 5204 is a low-cost fire control panel with optional communicator that meets the requirements for UL
864 and NFPA 72.
NOTE: In this manual, the following conventions will be obseNed:
( l\IIESSAGE ) - A shaded rectangle represents a message that you see on a display.
[I<EY) - A clear rectangle represents a key that you press.
1.1 FEATURES 11l\1It1110W 1]
. Cross alarm feature. · Alarm verification. 'JAM 21 1~~'
. Programmable smoke power reset time. BREMERTON
. Surface- or flush-mounted cabinet. BUILDING DEPARTMENl
. Fuseless, current-limited design, rated at 3.0 A of external power and either 12 V or 24 V.
. 4 fully supervised, style A (class B) Fire zones, which can be disabled.
NOTE: Under new NFPA requirements, class A zones are now referred to as "style D" and class B zones are called
'style A.'
. Compatible with 2-wire and 4-wire smoke detectors.
. Current limited loop power output for all zone inputs.
. Detection of ground faults.
. Built-in audible trouble buzzer with a loudness of 80 decibels (dB) at 30 em (ie, 300 mm or, approximately, 12 inches).
. Connections for two 12-VOC, 17 -AH rechargeable batteries, providing at least 60 hours of standby power to the basic
5204 unit (meets NFPA 72 City Box and Polarity Reversal requirements).
· 2 independently supervised alarm bell outputs (current limited) - programmable for individual zones.
· 2 auxiliary relay outputs--one for alarms, one programmable for alarm or trouble conditions. One of these relays can be
used to activate the Model 5220 Direct Connect Module (see section 8).
. External silence/reset alarms input available. (Local annunciators continue and on-board beeper continue to sound
until system has been serviced. See section 2.6 for more information.)
. 7 -segment indication of trouble, alarm and other conditions.
. Separate precision battery-charging circuit that maximizes battery life.
. Compatibility with the SIA (Security Industry Association) reporting format and 6 other standard reporting formats. If
you want the 9000 to print PROGRAMMING PASS or PROGRAMMING FAIL after downloading, the 9000 must
have the Model 9307 software package, revision 900501 or later (see section 25.4).
· 6 LEOs on front of cabinet that indicate alarm condition (red), silenced trouble condition (yellow), presence of AC and
DC power (green), presence of an alarm condition in alarm memory (yellow), trouble condition (yellow), TEST or
PROGRAM mode or system reporting to the central station (yellow).
. Full-function, computer-controlled up- and downloading of options and system status information (optional).
. Easy, English-language programming using Model 5230 Remote Annunciator.
. Locally programmable using on-board touchpad and 7-segment display.
· Test features to assist installer.
. LCD annunciation of all alarm and trouble conditions, with zone descriptions, at 5230 Remote Annunciator.
. EEPROM (nonvolatile) storage of all programmable option data, which eliminates the need to reprogram the panel if
power is lost.
. Built-in watchdog circuit that monitors the operation of the 5204 and resets the system if a fault is detected.
1 Revised 11/93
.
.
1.2 OPTIONAL AUXILIARY DEVICES
The following accessories are available for use with the 5204:
. Model 2608 Ground Start Relay.
. Model 4180 Status Display Module. Provides remote annunciation of alarm, trouble, and system status information.
. Model 5220 Direct Connect Module (or Series Type Master Box).
. Model 5230 Remote Annunciator. Provides complete system control. Includes touchpad with membrane keyswitches,
plus back-lit LCD indication of zone and system status, and built-in speaker for audible annunciation. Used for
programming with English-language prompts.
. Model 5541 Downloading Software (using Model 5530 Modem).
. Model 5205 Dialer Module (see section 1.6). Not investigated by California State Fire Marshal (CFM).
. Model 7181 Universal Fire Zone Converter.
1.3 TEST FEATURES
· Walk test with short bell ring.
. Real time programmable 24 Hour Test for communicator (if used).
. Exclusive Accu-Zone TM feature allows for troubleshooting zone inputs without a voltmeter.
. Manual Bell and Communicator test.
. SET TIME and program options from built-in touchpad or 5230 annunciator.
1.4 OPERATION FEATURES
. Manual silencing of alarm and trouble conditions.
· Automatic display of alarm and trouble conditions.
. Request display of alarm memory.
. Manual reset of smoke detectors.
. Fire Drill.
1.5 ELECTRICAL SPECIFICATIONS
12V MODE 24V MODE
PRIMARY AC 120 Vrms at 60 Hz, 2500 120 Vrms at 60 Hz, 2500
milliamperes rms milliamperes rms
TOTAL EXTERNAL DC LOAD 3.0A 3.0A
ACCESSORY POWER 9.5V -13.8V max., 1500 mA 19.7V - 27.6V max., 1500 mA
+12V ACCESSORY POWER 8.0 V -14.0 V, 175 mA 11.5 V .14.0 V, 175 mA
BELL POWER 9.3 V . 13.8 V max., 1500 mA 19.8 V - 27.6 V max., 1500 mA
SMOKE POWER 9.3 V - 13.8 V max., 1000 mA 19.7 V. 27.6 V max., 1000 mA
BATTERY CHARGING VOLTAGE 13.5 V to 13.8 V 27.0 V - 27.6 V
MIN. LOW BATTERY DETECT 10.2V 20.4 V
MIN. LOW AC DETECT 100 Vrms at 60 Hz, full load 100 Vrms at 60 Hz, full load
MIN. STYLE A (CLASS B) TROUBLE DETECT 1.5mA 2.4rnA
MAX. STYLE A (CLASS B) ALARM DETECT 11.7 mA 12.1 mA
MAX. WATCHDOG RESPONSE TIME 50 seconds 50 seconds
NOTE: When running at full load, it is normal for the main heatsink to be hot.
Revised 11/93 2
. .
4.7 WIRING DIAGRAM
Figure 4,7A shows how to wire the 5204.
NOTE: Any device connected to terminal 24 must be UL Listed for Fire use, and 'rust be rated at 12V / 24V.
~------- -- ------
MODEL 6914 + ;~~~~'llON ~~~~~l{ON
17AH BATTERY. 0 0
12vnf (I I) U I) (~~I'
P5 0 (J (l 0 (l (I Pt.
--. --'=,= ==:----- --~
MODEL 6914 ---<> i
17AH BATTERY
12VDr + 9
,
,
Jill'!
: 31VAC 2211VA
()
'C/o.voe LOA HAX, - U 0 DEL C ,:) (-'J 4
MODEL 5230 AUX. POVER 0~ I 1.1 ,-) L .-
TOUCHPAD ~
(OPTIONAL> CIRCUI I GND n - -0) 2
= .J +12 VDC Q,5A -- ~~ 3
=.J -
/\K OUl J?A 4 '
--VZ) I
I /SK IN ---{~:) 5 i
EXI. SILENCE _ _ ~ 6 '
(,~;~ - 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 2425 26
REMOTE SILENCE KEY$vITCH
US.E UL LISTED KEY>;VITCH
N.D. MOMENTARY, 24VO(/2SA M(N. EARTH (iRtulD (
~
C
ru 1.1 j.... ~
"" "
- --I1--l"t- -il---I't- ~ -;0:=;0 _ D::'ij
HODEL 7621:1 n ( ) 12/2.VDC ;U ;0 ;0 :;n ~ :t:l r>1 r'l r1 0
4.7K EOl ( ) I.SA MAX. ~ P P P P P ~ 1O;n ;{J G
1- l' ). 1- 1,' J.]. 0
- - - iO
\oIHEELOCK 461.GIO 12 - R ". t., I --1
:# '# '"' ~ "" %I:
'w'HEELOCK ~~T.Gl0 - 24 _ R : --: .... N N rv ~
. _ ; 0 i-, - 8 . ~ ..f, - ) ESL 42~d:-
~UPERVI~ED BELL CIRCUIIS ,~D ~ n <;: "\T } 'HOKE i1E1ELlO<
UL LISfED AUDIBLE ALARM '2 0 '0 ~' J tyP![AL 2'I.'[R[
. ..... z (ONF[GuRA TION
INDILATOR. RELAY CON1ACTS 12/24VI)C @ OJ75A J ',\UP[RVl\({Ii
7628 $UPERVISED ZONE ]. MODEL 7b28
~Q1r- "CO<.
~BELL2- c 4 4
1 3 I ] '
--" --, .
MODEL 7628 (-) 1~/24VDC . ESL 445CT S,HDKE: [JETE( TORS!
UK EDL ( ) 15A HAX. 1'" I
'w'HEELOCK 46T.GIO - 12-R + :u fE ~ ;u I
OR tAI":l Z
"'HEELOCK 46 T ,GIO - 24'< BELL 2 + I ~ -1
ESL 204A 12VDC
ESL 204C 24VOC
PO\{(R SllF'[RV!SIDN UNI T
"]__..______ .... ..______ - u__.. _,....______
[
FIGURE 4.7A: MODEL 5204 WIRING DIAGRAM
NOTE: Terminals 22 and/or 26 are the only terminals that should be used to retwn smoke power and they should not
be used for any other purpose. [
.j
9
.' E~EC~~ON.MECHANICAL DC HO~NS~6~ict~EI=U'ESi'::~~
I ' , ., ""''ifilo>,
I ' , ,-C:~. :',,,
FEATURES i d" ,/;:,~:,{':,
. CONTACTlESS ELECTRON-MECHANICAL DESIGN ..,;i,i~' , "...'
I"'" .
· ENERGY EFFICIENT , .~
. lOW OPERATING CURRENT m
. PENETRATING MECHANICAL SOUND W
. ADA HORN-STROBE VERSIONS m
. NO CONTACT GENERATED INTERFERENCE 0
. STANDARD 4" SQUARE MOUNTING a:
. UlllSTED .. 464 FilE IIE4300 .1-
I CSFM, FM .. PENDING m
· PATENT PENDING 2!
. SCREW TERMINALS II
. IBEW/USA CRAFTED ,~ CD 0,
~ J:
...01 1M U'. ~._, I ADA FLUSH MOUNTING
DESCRIPTION -..
The 6220 Series of Electron-Mechanical Horns
combine state of the art electronics with the rugged .:
proven durability of an electromechanical horn.
The combination of electronics and mechanics
provides all of the penetrating sound power of a
electromechanical horn while eliminating problems
associated with contacts. This series eliminates
the eHects of inrush and RFI noise associated with
contact operated electromechanical devices. The
design also eliminates the possibility of building
dust and dirt contaminating the contacts. The
design of the horn and horn/strobe allows for
either surface, flush. or ceiling mounting on a
standard 4-inch square backbox which eliminates
the need for a special backbox and mounting
plate. Accessories are available for concealed
. conduit and weatherproof mounting. CEILING MOUNTING
The 12VOC & 24VOC horns are over twice as loud 1
as UL requirements for Fire Alarm use. Because
of the energy efficient design. the 24V units draw
only 38 ma. and the 12V units draw only 76 ma.
Current draw is the same whether connected
to filtered or unfiltered power supplies. Screw
terminals are provided for the horn. The strobe
is configured to operate independently from
the horn.
The units wilh an Integraf ADA or standard strobe
have a Xenon f1ashtube with solid state circuitry .
for maximum reliability and efficiency. The Lexan -- --
fens for the strobe Is translucent white with the
~. word FIRE In red letters.
'- ,
.' j ~ Allhough this design dde,S tJdt contain any contacts. I
., , .:. :j, ills not dlJsigned to be .:;ftted In hazardous I~atlons.,'.
, :~:"~1 ,~Please refer to 1M 4'20 ind 4130 ~fJrfes of 8xploslon.__', ~
.r,l'.1It'1 i 6'" '. . _ .~.,. ..-4~, .J"-",,
.,': r, proof <kvtces. . , , ...,~ ;:"',,-i -,. . , ' ~ J
- ~
.
'Oi/'" ' . ~.
.,....:
I
: .
" , .; Durable Metal Construction, #RMS-3 SPOT
.' Attractive Design
.. Recessed PUU Handle
. Shock and Vibration Resistant
. ' I
Variery of Opbons
. Economical ,
I
. CSFM # 7150-1039
The NON-CODE' RMS series of indoor-use "T"
handle manualpu1t alann initialing stations are !
attractive, low-profile, flush mount design.
The station contains a switch which is activated by ;
pulling down the "T" handle marked "PULL". The I I
IIr' lever is held in place by a break-glass rod which 1
. requires Jess than 20 Ibs of force to activate. The
"T" handle remains visibly activated in the down
position untlt reset by an authoriz.ed person.
Resetting is by turning a recessed access slot on the
top of the station.
OPTIONS FOR RMS SERIES MANUAL
ST A nONS
SWITCH OPTIONS ~ IP
L < X > Insert <R> for Red; <0> for Green; <A> for SPST with pigtail
,) Amber Light Emitting Diode. IT SPST with terminal block
(not available with "L" option) 2T DPST with terminal block .
(LEOs not available with RMSrlP station) 3T SPDT with terminal block
J Standard 1/4 inch phone jack for portable 6T DPDT with terminal block
handset communications.
("L" option, jack will have pigtail connections) Manual Station Serie..~
K Single-pole key switch for auxiliary functions ~ L,J.K,B,D Option
'" ("L" option, jack will have pigtail connections) RMS-XX-X~
B Break-glass dual action adapter. Type:o~. L <:P>igtail
Attached hammer & chain Switch or
D Uft and pull action adapter Indicator <:T>enninnl 1
EXAMPLE: RMS-l P-J (Basic Station with SPST Switch, Pigtail connections & Telephone Jack)
. _._ .c....
SPECTFJCA TJONS: i
Consb'1Jction: Painted Die-cnst metal with tamper resistant stamped steel backplate for mounting to a ,
standard single gang electrical box or plaster ring.
Dimension Station "B" Option "D" Option .
Width 3 I /16 inches 3 1/4 inches 3 7116 inches
,~~; 1~,,: .' Height 49/16 inches 3 inches 2 1/2 inches
'}~':'(," "'~],':~.. Depth 1 inch I III inches 1 3/l6 inches
(I 1/8 inches behind station]
Material Die-cast aluminum alloy 18 OA painted sleel 0.1 inch folded aluminum
. . ,', :. Weight (approx) 17 ounces 5 ounces 3 ounces
.
Switch Keyswi(ch LED Phone Jack
120V AC, 30 VDC 24VDC 24VDC
.' '" -~' ,~.f? amps . 0.5 amps 0.02 amps 0.1 am}Js ,."
.
, ,
. .
TABLE 5.1 -I: CURRENT LOAD WORKSHEET
DEVICE 1/ OF DEVICES (TIMES) CURRENT rER = TOTAL TOTAL
(MAX. DEVICE STANDBY ACTIVE
ALLOWED) CURRENT (TROUBLE
OR
ALAR~
CURRE T
5204 1 X Standby: 120 mA :;; 120 mA
X Active: 400 mA
5230 Remote Annunciator X Standby: 60mA
(3 max.) X Active: 120 mA
4180 Status Display Module 1 X 20mA
Active: 140 mA
5220 Direct Connect Module 1 X 15mA =
5205 Dialer 1 X Standby: 10mA =
X Active: 100 mA -
7181 Zone Converter 4 X Stand~ 12V/24V: =
5 35 mA
X Active 12V/24V: -
90/65 mA
SMOKE DETECTORS (See Sec. 13,2 for
(Refer to device manual for max. 1/ per loop.)
current ratings,)
r 2- Standby:
, 'L/< '2 '..I F Active:
Standby:
Active:
Standby:
Active:
SOUNDING DEVICES
(See Table 5.1-11. Refer to (12 max.)
device manual for current
ratings,
/p
ADDITIONAL DEVICES NOT LISTED ABOVE
Standby:
Active:
Standby:
Active: !i =
Standby: =
Active: =
TOTAL CURRENT RATINGS OF ALL DEVICES IN SYSTEM
*NOTE: If only one current rating Is listed, the draw for that device is the same whether the system is in active or
standby condition. The 8xc8pdon is the soundIng dsvlcss which are rated for alarm current only. Standby
current for sounding devices Is 0 mA.
Maximum current draw for bolla '" 1.5A
.l
..
11 Revised 11/93
------ -------~ ------
.
Model 520'fl Fire Control/Communicator Installation Manual
4.2.2 Worksheet Requirements
The following steps must be taken when determining Model 5207 current ratings:
1. You must measure the alarm current. If only one current'rating is. listed, the draw for
that device is the same whether the system is in alarm or standby condition. The
exception is for notification devices, which are rated at. alann current only. Standby
current for notification devices is 0 mA.
2. To detect the actual maximum alarm current, measure the curren~ draw (with no devices
connected to the panel) by connecting a DC amp meter in series with one of the
batteries. Disconnect the AC power source. Put the panel in alarm. The meter will
indicate the alarm current, which will be in the range of 120-700 mA. Fill in the system
alann current in the Current per Device column of the Current niaw worksheet. You
can estimate without measuring the alarm current by filling in the maximum total alarm
current of 700 mA.
Note: In a 12-volt system, measure the currentfrom both batteries (disconnect both grounds).
3. For smoke detectors, notification devices, and devices not mentioned in the manual,
refer to the device manual for the current ratings. The worksheet example shown on the
previous page provides rough estimates for a "worst case" instalh,ltion.
4. Use Table 4-1 to calculate the correct battery AH rating needed for your installation.
See also the example (Figure 4-3) that follows. Note that the calculated rating in Row H
cannot exceed the ratings shown in Table 4-2.
Table 4-1. Battery Calculations
Total Standby Current Total Alarm Current
A Total supervisory current from the
Current Draw worksheet (row E).
-
B Number of standby hours (24 and 60 for
NFPA 72, Chapter 1, 1-5.2.5.).
-
C Multiply Lines A and B.
-
D Total alarm current from the Current
Draw worksheet (row E). /,1 A
-
E Alarm sounding period in hours.
(For example,S minutes = .084 hours.) , D9 H
-
F Multiply lines D and E. ./~ AH
-
G Add lines C and F. -fl- 1 0 ::..
-
H Multiply line G by 1.2. U>~()
(Total amperelhours required-) I
- Use next size battery with capacity greater than required.
. 7AH
"
4-4 150665
. . Sheet of
Fox F~re Prevention
< '''.'" t P.O. Box 594
Port Orchard, Washington 98366
Date 12/11/96
Job: M1\NTIRE
PROJECT INFORMATION
Job Mansker Tire Center (Tire Storage)
Bremerton, Washington
----------~----------------------------------~---------------------------
Ocqupancy_ _ _ _ _ _ _ _ _ _ _ _ Tire Storage
Density_ _ _ _ _ _ _ _ _ _ _ _ _ 0.39 gprn/sq.ft.
Area of Operation_ _ _ _ _ _ _ _ 2346 square feet
Area per Sprinkler _ _ _ _ ~ - - 125 Square Feet Maximwr!m ~ @ ~ ] W~~:
Number of Sprinklers Calculated: 27 heads : ~
Authority having Jurisdiction_ _ NFPA-231D };lEG 1 J 199b
Hose _ _ _ _ _ 500.0. gpm Outside Hose BREMERTON
BUILDING DEPARTMENT
System type_ _ Dry
Water Supply _ 46.00 psi Static, 45.00 psi Residual @ 870.0 gpm
Sprinklers _ _ ELO-231
------------------------------------------------------------------------
CALCULATION SUMMARY
Demand_ _ _ _ _ 37.29 psi @ 1098.1 gpm @ B.O.R.
38.58 psi @ 1598.1 gpm @ Supply
42.92 psi available @ 1598.1 gpm
Demand is below curve ,by 4.34 psi
~__-________________~____________________________-____-------_-----T-~--
Notes:
Maximum Storage Height 12'
PROGRAM: 'ijydroCalc' by Micro Space Systems
P.O. Box 5069, Glacier, WA 98244-5069
(800) 334-6263
qG -u 4-'
t;, -
- - I ClIU
P~e:S:SU~e (PS:x,)
..... ..... C\) C\)
~~, ~ ~ ~ - ,. ~ ~ A A
~ . . . - ~ ~ ~ ~ ~
· f .............. r... . ...... . T . . . . . . . . I . . . . . . . . "j' . . . . . . . . ;'. . . . . . . . . . i. . . . . . . . . "j . . . . . . . . . ;' . . . . . . . . . i ........
. ~ . ..................................... . \ . .
I ! ......~ ~......T............r...........r......~..T............L..........l::..::.:1.. 'j;"': 'j...:.:::'
i~ ...... ". j~'" .... . ~"'" .~........ j~""'" ~""" . ./ -.... ~ ~ ~.. I..... .... ~'l ~"""."
: ; ! ! !! !!;
~ : : : : :: :: A
:J' i....... "0.. .......:..... ....T........;!.........~..... ..../... .!.........~........!~.... ..... i
- ..... ".~,
~ ::::: :::...
c :::" :': '"
A : : : :: :::
'" "'....: : : :: ::: n
It) ~ .. .. ",.. .. .. . .. .:.. .. .. .. .. '" .. . .. .. .. .. .. .. .. ..:.. '.. ............. . . : s::
'l:f ~. . ". .. .. . .. . .... .. .. . .. .. . _
,3f :::: :::: .. .. . .. . ",
I... :::: :::: C
. . . . ..
I
. :. ..... III
/ ! / / / i : ! l
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f.... ..... 0.... .....~........!.. ...../ '" ......~....... .;f.. ......;1......... ~......... :.........
i / / / ! / / / /
~ . . .
;tatic ~.46.00 pSi, Residual ~ 45.00 pSi at a flow of 870 0 gpm
emand at 80R ~ 37.29 PSi with 1098.1 9Pm flOwing. . .
SYstem deman? ~ 38.58 Psi with 1598.1 gpm flOWing.
Pressure a~a11able ~ 42.92 Psi when 1598.1 gpm is flowin
)emSUd 1S below CUrye by 4.34 pSi. (10.1%)g.
--~'---------------
. .
r , Fox Fire Prevention
Description of Fitting abbreviations
Code Description
-----------------------------------------------------------------
T Tee
E Ninety degree elbow
VT Vict~ulic tee
VE Victaulic ninety degree elbow
B11 Backflow: Ames 2000ss Silver Bullet Dbl. Check Valve Assy.
DPV Dry pipe valve
GV Gate valve
UE Underground ASCA ninety degree elbow
UEE Underground ASCA forty five degree elbow
UT1 Underground ASCA tee: flow in run, flow out bullhead only
Description of Other abbreviations
Code Description
------------------------------~-----------~-------------------~--
AO Arm-over
SU Stub-Up
BL Branch Line
RN Riser Nipple
CM Cross Main
PT Total pressure
PE Pressure loss due to elevation changes
PF Pressure loss due to friction
-.5 Raised to the power of .5 (Square Root)
A Actual pipe length
F Fitting equivalent pipe length
T Total pipe length
.
MANTIRE 12/11/96 8:20am
. I Fox Fire Prevention
Sprinkler Systems Hydraulic Flow Calculations
Mansker Tire Center (Tire Storage)
Bremerton, Washington
Raw data previous to any calculations
No. Code Diam Length Kfac1 Kfac2 Press Elev Hose HW Vel Fittings
1 A01 l.104 1.9 8.1 8.78 -1. 08 0.0 100 32 2E,lT
2 SUI 1.104 2.2 5.6 7.00 1.21 0.0 100 32 1E,lT
3 SU2 1.104 3.4 5.6 7.00 2.38 0.0 100 32 lE,lT
4 SU3 1.452 0.8 8.1 7.46 0.83 0.0 100 32 IT
5 SU4 1. 452 2.2 8.1 7.46 2.17 0.0 100 32 IT
6 SU5 1.452 0.6 11.4 10.00 0.58 0.0 100 32 IT
7 SU6 1.452 1.5 11.4 10.00 1.46 0.0 100 32 IT
8 SU7 1.452 2.3 11.4 10.00 2.25 0.0 100 32 IT
9 BLl 1.452 10.0 A01 0.00 0.00 0.0 100 32
10 BL1 1.687 10.0 A01 0.00 0.00 0.0 100 32
I
11 BL1 1.687 10.0 A01 0.00 0.00 0.0 100 32
12 B;L1 1.687 5.5 A01 0.00 0.00 0.0 100 32 IT
13 BL2 1.452 10.0 A01 0.00 0.00 0.0 100 32
14 BL2 1.452 10.0 A01 0.00 0.00 0.0 100 32
15 BL2 1.452 4.5 A01 0.00 0.00 0.0 100 32 IT
16 PC1 1.687 0.0 BL2 .6667 0.00 0.00 0.0 100 32
17 PC2 1. 687 0.0 BL2 .3333 0.00 0.00 0.0 100 32
18 BL3 1.104 16.8 5.6 7.00 0.00 0.0 100 32 2E
19 BL3 1.452 6.4 0.00 0.00 0.0 100 32
20 BL3 1.687 7.3 0.00 0.00 0.0 100 32
21 BL3 1.687 8.0 SUI 0.00 0.00 0.0 100 32
22 Bt.3 2.154 8.0 SU2 0.00 0.00 0.0 100 32
~3 BL3 2.154 2.8 SU2 0.00 0.00 0.0 100 32 IT
24 BL4 1.104 13.9 5.6 7.00 0.00 0.0 100 32
25 BL4 1.452 8.8 SUI 0.00 0.00 0.0 100 32 IT
26 BL5 1.104 9.0 5.6 7.00 0.00 0.0 100 32
1.452 I
27 8L5 10.0 SUI 0.00 0.00 0.0 100 32
28 BL5 1.452 12.0 SU2 0.00 0.00 0.0 100 32
29 BL5 1.687 4.8 SU2 0.00 0.00 0.0 100 32 IT
30 BL7 1.104 13.8 8.1 7.46 0.00 0.0 100 32
31 BL7 l.452 13.8- SU3 0.00 0.00 0.0 100 32
32 BL7 1.452 5.0 SU4 0.00 0.00 0.0 100 32 IT
33 BL8 1.104 13.8 8.1 7.46 0.00 0.0 100 32
34 BL8 1.452 8.8 SU3 0.00 0.00 0.0 100 32 IT
35 RN7 2.154 3.4 BL7 BL8 0.00 3.38 0.0 100 32
\ 0.0 100 32
36 PC3 2.154 0.0 RN7 .6 0.00 0.00
37 BL9 1 . 452 9.8 11.4 10.00 0.00 0.0 100 32
38 BL9 1.687 4.7 SUS 0.00 0.00 0.0 100 32 IT
39 BLI0 1.452 5.2 SU6 0.00 0.00 0.0 100 32 IT
40 BL11 1.452 9.8 SU7 0.00 0.00 0.0 100 32
41 BL11 1.687 5.2 SUG 0.00 0.00 0.0 100 32 IT
42 RN10 2.154 3.6 BL9 BL10 0.00 3.58 0.0 100 32 IT
43 RN11 2.154 3.6 BL9 BL11 0.00 3.58 0.0 100 32 IT
44 CMA 4.260 11.0 BL1 PC1 0.00 0.00 0.0 100 32
45 CMA 4.260 13.0 BLl PC1 0.00 0.00 0.0 100 32
46 CMA 4.260 41.9 BL1 PC2 0.00 0.00 0.0 100 32 6VE
47 eMB 4.260 8.0 RN7 0.00 0.00 0.0 100 32
MANTIRE 12/11/96 8:20am
. I Fox Fire Prevention
Sprinkler Systems Hydraulic Flow Ca~culations
Mansker Tire Center (Tire Storage)
Bremerton, Washington
Raw data previous to any calculations
No. Code Diam Length Kfac1 Kfac2 Press Elev Hose HW Vel Fittings
48 eMB 4.260 8.0 RN7 0.00 0.00 0.'0 100 32
49 CMB 4.26'0 8.0 RN7 0.00 0.00 0.0 100 32
50 CMB 4.260 36.5 PC3 '0.00 0.00 0.0 1'00 32 1VT
51 CMCL 4.26'0 2.5 0.00 0..00 0.0 100 32 1VT
52 CMCL 4.260 8.0 RN11 0.00 '0.00 0.0 1'00 32
53 CMCL 4.260 8.5 RN11 0.'00 0.00 0.0 100 32
54 CMCL 4.260 9.0 RN11 0..00 0.0'0 0.0 1'00 32
55 CMCL 4.260 49.7 RN11 0.00 0.00 0.0 100 32 3VE,lVT
56 CMCL 4.26'0 9 . 0 RNIO 0.00 0.00 '0.0 100 32
57 CMCL 4.260 8.5 RN1'O 0.00 0.0'0 0.0 100 32
58 CMCL 4.260 8.0 Rlil0 0.00 0.00 0.0 100 32
59 CMCL 4.260 22.5 RNI0 0.00 0.00 0.0 100 32 IVE
60 CMCL 4.260 10.0 0.00 0.00 0.0 100 32
61 aUl 6.357 24.6 CMCL 0.00 '0.'00 0.0 100 32 2VE
62 RI1 6.357 8.0 BU1 '0.0'0 8.00 0.0 100 32
63 HIl 6.357 3.5 0.00 3.50 0.0 120 32 1VE,lDPV
64 RI1 6.357 1.5 0.00 1.00 0.0 120 32 IVE,lB11
65 UGL 8.27Q 100.0 RIl 0.00 0.50 0.0 140 32
1UE,2UEE,lUT1,lGV
66 UGL 8.270 '0.0 0.00 0.00 5'00.0 140 32
MANTIRE 12/11/96 8:20am
. , Fox Fire Prevention
Sprinkler Systems Hydraulic Flow Calculations
Mansker Tire Center (Tire Storage)
Bremerton, Washington
Pipe Flow Dia Fitting Length Fr LosS Press Hyd Vel
No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes
Arm-over 1 C = 100
--------.....-- A 1.9 PT 8.78 1
-----------
24.0=8.10(8.78)-.5 F 8.2 PE -0.47 (EL= -1. 08 ft)
1 24.0 1.10 2E 1T T 10.1 0.19921 PF 2.02 8.04
PT 10.33 9 Bl Jet
K-faetor for arm-over 1 = 24.0/(10.33)-.5 = 7.47
at Hyd Ref pts 9 10 11 12 13 14 15
Stub Up 1 C = 100
---------- A 2.2 PT 7.00 2
----------
14.8=5.60(7.00)-.5 F 6.4 PE 0.52 (EL= 1.21 ft)
I
2 14.8 1.10 1E 1T T 8.6 0.08161 PF 0.70 4.97
PT 8.23 21 Bl Jet
K-faetor for stub up 1 = 14.8/(8.23)-.5 = 5.16
at Hyd Ref pts 21 25 27
Stub Up 2 C = 100
---------- A 3.4 PT 7.00 3
---..-------
14.8=5.60{7.00)-.5 F 6.4 PE 1.03 (EL= 2.38 ft)
3 14.8 1.10 1E 1T T 9.8 0.08161 PF 0.80 4.97
PT 8.83 22 Bl Jet
K-faetor for stub up 2 = 14.8/(8.83)-.5 = 4.98
at Hyd Ref pts 22 23 28 29
Stub Up 3 C = 100
=====r===== A 0.8 PT 7.46 4
22.1=8.10(7.46)-.5 F 5.5 PE 0.36 (EL= 0.83 ft)
4 22.1 1.45 1T T 6.3 0.04512 PF 0.28 4.29
PT 8..10 31 Bl Jet
K-faetor for stub up 3 = 22.1/(8.10)-.5 = 7.76
at Hyd Ref pts 31 34
Stub Up 4 C = 100
---------- A 2.2 PT 7.46 5
.....---------
22.1=8.10(7.46)-.5 F 5.5 PE 0.94 (EL= 2.17 ft)
5 22.1 1.45 IT T 7.7 0.04512 PF 0.35 4.29
PT 8.75 32 Bl Jet
K-faetor for stub up 4 = 22.1/(8.75)-.5 = 7.47
-~
MANTIRE 12/11/96 8:20am
, . Fox Fire Prevention
Sprinkler Systems Hydraulic Flow Calculations
Mansker Tire Center (Tire Storage)
Bremerton, Washington
Pipe Flow Dia Fitting LE;m9"th Fr Loss Press Hyd Vel
No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes
Stub Up 5 C = 100
---------- A 0.6 PT 10.00 6
----------
36.1=11.40(10.00)-.5 F 5.5 PE 0.25 (EL= 0.58 ft)
6 ~6.1 1.45 IT T 6.1 0.11134 PF 0.68 6.98
PT 10.93 38 Bl Jet
K-factor for stub up 5 = 36.1/(10.93)^.5 = 10.92
Stub Up 6 C = 100
:1:========= A 1.5 PT 10.00 7
36.1=11.40(10.00)-.5 F 5.5 PE 0.63 (EL= 1. 46 ft)
7 36.1 1.45 IT T 7.0 0.11134 PF 0.78 6.98
PT 11. 41 39 Bl Jct
K-factor for stub up 6 = 36.1/(11.41)-.5 = 10.69
at Hyd Ref pts 39 41
Stub Up 7 C = 190
---------- A 2.3 PT 10.00 8
----------
36.1=11.40(10.00)-.5 F 5.5 PE 0.97 (EL= 2.25 ft)
8 36.1 1.45 IT T 7.8 0.11134 PF 0.87 6.98
11. 84 40 )
PT Bl Jct
K-factor for stub up 7 = 36.1/(11.84)-.5 = 10.49
I
I
-
MANTIRE 12/11/96 8:20am
I , Fox Fire PFevention
Sprinkler Systems Hydraulic Flow Calculations
Mansker Tire Center (Tire Storage)
Bremerton, Washington
Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel
No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes
Branchline No. 1 C = 100
---------~------ A 10.0 PT 10.33 9 AOl
----------------
24.0=7.47(10.33)~.5 F 0.0 PE 0.00
9 24.0 1.45 T 10.0 0.05245 PF 0.52 4.65
A 10.0 PT 10.86 10 AOl
24.6=7.47(10.86)~.5 F 0.0 PE 0.00
10 48.6 1. 69 T 10.0 0.09319 PF 0.93 6.98
A 10.0 PT 11.79 11 AOl
25.6=7.47(11.79)~.5 F 0.0 PE 0.00
11 74.2 1.69 T 10.0 0.20404 PF 2.04 10.66
A 5.5 PT 13.83 12 AOl
27.8=7.47(13.83)~.5 F 7.2 PE 0.00
12 102.0 1. 69 IT T 12.7 0.36729 PF 4.65 14,64
PT 18.48 44 Cross main Jct
K-factor for branchline no. 1 = 102.0/(18.48)~.5 = 23.73
at Hyd Ref pts 44 45 46
Branchline No. 2 C = 100
---------~------ A 10.0 PT 10.33 13 A01
----------------
24.0=7.47(10.33)~.5 F 0.0 PE 0.00
13 24.0 1.45 T 10.0 0.05245 PF 0.52 4.65
A 10.0 PT 10.86 14 AOl
24.6=7.47(10.86)~.5 F 0.0 PE 0.00
14 48.6 1.45 T 10.0 0.19349 PF 1.93 9.42
A 4.5 PT 12.79 15 AOl
26.7=7.47(12.79)~.5 F 5.5 PE 0.00
15 75.3 1.45 IT T 10.0 0.43499 PF 4.35 14.59
PT 17.14 44 Cross main Jct
K-factor for branchline no. 2 = 75.3/(17.14)~.5 = 18.19
at Hyd Ref Pts 44 45 46
. .
MANTIRE 12/11/96 8:20am
. , FO~ Fir~ Pr~ventipn
Sprinkler Systems Hydraulic Flow Calculations
Mansker Tire Center (Tire Storage)
Bremerton, Washington
Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel
No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes
Branchline No. 3 C = 100
---------------- A 16.8 PT 7.00 18 End head
-------------~--
14.8=5.60(7.00)~.5 F 3.7 PE 0.00
18 14.8 1.10 2E T 20.5 0.08161 PF 1.67 4.97
A 6.4 PT 8.67 19
F 0.0 PE 0.00
19 14.8 1.45 T 6.4 0.02149 PF 0.14 2.87
A 7.3 PT 8.81 20
F 0.0 PE 0.00
20 14.8 1.69 T 7.3 0.01035 PF 0.08 2.13
A 8.0 PT 8.88 21 SUI
15.4=5.16(8.88)~.5 F 0.0 PE 0.00
21 30.2 1.69 T 8.0 0.03863 PF 0.31 4.33
A 8.0 PT 9.19 22 SU2
15.1=4.9S(9.19)A.5 F 0.0 PE 0.00
22 45.3 2.15 T 8.0 0.02488 PF 0.20 3.99
A 2.8 PT 9.39 23 SU2
15.3=4.98(9.39)~.5 F 8.7 PE 0.00
23 60.6 2.15 IT T 11.5 0.04258 PF 0.49 5.33
PT 9.88 24 Cross main Jct
K-factor for branchline no. 3 = 60.6/(9.88)~.5 = 19.28
Branchline No. 4 (Beginning pressure increased due to Hyd Ref pt 25) C = 100
---------------- A 13.9 PT 7.09 24 End head
--------------~-
14.9=5.60(7.09)~.5 F 0.0 PE 0.00
24 14.9 1.10 T 13.9 0.08256 PF 1.15 5.00
A 8.8 PT 8.24 25 SUI
14.8=5.16(8.24)~.5 F 5.5 PE 0.00
25 29.7 1.45 IT T 14.3 0.07788 PF 1.11 5.76
P'r 9.35 26 Cross main Jct
K..,.factor for branchline no. 4 = 29.7/(9.35)~.5 = 9.71
.
MANTIRE 12/11/96 8:20am
I Fox Fire Prevention
Sprinkler Systems Hydraulic Flow Calculations
Mansker Tire Center (Tire Storage)
Bremerton, Washington
Pl.pe Flow Dia Fitting Length Fr Loss Press Hyd Vel
No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes'
Sranchline No. 5 (Beginning pressure increased due to Hyd Ref pt 27) C = 100
=====:==========::= A 9.0 PT 7.45 26 End head
15.3=5.60(7.45)-.5 F 0.0 PE: 0.00
26 15.3 1.10 T 9.0 0.08647 PF 0.78 5.12
A 10.0 PT 8.23 27 SUI
14~8~5.16(8.23)-.5 F 0.0 PE 0.00
27 30.1 1.45 T 10.0 0.07970 PF 0.80 5.83
A 12.0 PT 9.03 28 SU2
15.0=4.98(9.03)-.5 F 0.0 PE 0.00
28 45.1 1.45 T 12.0 0.16818 PF 2.02 8.73
A 4.8 PT 11.05 29 SU2
16.6=4.98(11.05)-.5 F 7.2 PE 0.00
29 61.6 :1-.69 IT T 12.0 0.14451 PF 1. 73 8.84
PT 12.78 30 Cross main Jct
K-factor fOr branchline no. 5 = 61.6/(12.78)-.5 = 17.23
Branchlin~ No. 7 C = 100
---------~------ A 13.8 PT 7.46 30 End head
----------------
22.1=8.10(7.46)-.5 F 0.0 PE 0.00
3b 22.1 1.10 T 13.8 0.17134 PF 2.36 7.41
A 13.8 PT 9.82 31 SU3
24.3=7.76(9.82)-.5 F 0.0 PE 0.00
31 46.5 1.45 T 13..8 0.17800 PF 2.46 9.00
A 5.0 PT 12.28 32 SU4
26.2=7.47(12.28)-.~ F 5.5 PE 0.00
32 72.7 1.45 1T T 10.5 0.40700 PF 4.27 14.08
PT 16.55 35 Riser Nipple Jct
K-factor for branchline np. 7 = 72.7/(16.55)-.5 = 17.87
Branchline No. 8 C = 100
=======~======== A 13.8 PT 7.46 33 End head
22.1=8.10(7.46)-.5 F 0.0 PE 0.00
33 22.1 1.10 T 13.8 0.17134 PF 2.36 7.41
A 8.8 PT 9.82 34 SU3
24.3=7.76(9.82)-.5 F 5.S PE 0.00
34 46.5 1.45 IT T 14.3 0.17800 PF 2.54 9.00
PT 12.37 35 Riser Nipple Jet
K-factor for branchline no. 8 = 46.5/(12.37)-.5 = 13.22
.
MANTIRE 12/11/96 8:20am
. , Fox Fire Prevention
Sprinkler Systems Hydraulic Flow Cal~u~ations
Mansker Tire Center (Tire Storage)
Bremerton, Washington
Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel
No (gpIrt) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes
Riser Nipple (Top of RN =Branchline 7 + Branchline 8) C = 100
------- K=31.09~17.87+13.22 A 3.4 PT 16.55 35 BL7 + BL8
-------
126.5=31.09(16.55)-.5 F 0.0 PE 1.46 (EL= 3.38 ft)
35 126.5 2.15 T 3.4 0.16635 PF 0.57 11.14
PT 18.58 47 Cross main Jct
K-fa~tor for riser nipple = 126.5/(18.58)-.5 = 29.35
at Hyd Ref Pts 47 48 49 50
Bran<;:::hline No. 9 C = 100
---------------- A 9.8 PT 10.00 37 End head
-------~--------
36.1=11.40(10.00)-.5 F 0.0 PE 0.00
37 36.1 1.45 T 9.8 0.111:14 PF 1.09 6.98
A 4.7 PT 11.09 38 SU5
36.4=10.92(11.09)-.5 F 7.2 PE 0.00
38 72.4 1.69 1T T 11. 9 O. i9~89 PF 2.31 10.39
PT 13.40 42 Riser Nipple Jct
K-factor for branchline no. 9 = 72.4/(13.40)-.5 = 19.77
at Hyd Ref pts 42 43
Branchline No. 10 C = 100
----------------- A 5.2 PT 11.41 39 SU6
-----------------
36.1~10.69(11.41)-.5 F 5.5 PE 0.00
39 36.1 1.45 1T T 10.7 0.11162 PF 1.19 6.99
PT 12.60 42 Riser ~ipple Jct
K-factor for branchline no. 10 = 36.1/(12.60)-.5 = 10.17
Riser Nipple (Top of RN ~Branchline 9 + Branchline 10) C ~ 100 i
-----'l'--- K=29.94=19.77+10.17 A 3.6 PT 13.40 42 BL9 + BL10 I
------- I
109.6=29.94(13.40)-.5 F 8.7 PE 1.55 (EL= 3.58 ft) I
42 109.6 2.15 1T T 12.3 0.12767 PF 1.57 9.65
PT 16.53 56 Cross main Jct
K-factor for riser nipple = 109.6/(16.53)-.5 = 26.96
at Hyd Ref pts 56 57 58 59
,
I
I
. .
MANTIRE 12/11/96 8:20am
. . Fox Fire Prevention
Sprinkler Systems Hydraulic Flow Calculations
Mansker Tire Center (Tire Storage)
Bremerton, Washington
Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel
No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes
Branchlir1~ No. 11 C = 100
============;~=== A 9.8 PT 11.84 40 SU7
36.1=10.49(11.84)-.5 F 0.0 PE 0.00
40 36.1 1.45 T 9.8 0.11163 PF 1.09 6.99
A 5.2 PI]:' 12.94 41 SU6
38.4=10.69(12.94)-.5 F 7.2 PE 0.00
41 74.5 1.69 IT T 12.4 0.20558 PF 2.54 10.70
PT 15.48 43 Riser Nipple Jct
K~factor for branchline no. 11 = 74.5/(15.48)-.5 = 18.94
Riser Nipple (Top of RN =Branchline 9 + BranChline 11) C = 100
------- K=38.71=19.77+18.94 A 3.6 PT 15.48 43 BL9 + BL11
-------
152.3=38.71(15.48)-.5 F 8.7 PE 1.55 (EL::: 3.58 ft)
43 152.3 2.15 IT T 12.3 0.23455 PF 2.89 13.41
PT 19.92 52 Cross main Jct
K-factor for riser nipple = 152.3/(19.92)-.5 = 34.12
at Hyd Ref Pts 52 53 54 55
.
MANTIRE 12/11/96 8:20am
. . Fox Fire Prevention
Sprinkler Systems Hydraulic Flow Calculations
Mansker Tire Center (Tire Storage)
Bremertdn, Washington
Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel ,
No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes
Cross main A C = 100
------- K=35.85=23.72+12.13 A 11.0 PT 18.48 44 BL1+.6667*BL2
-------
154.1~35.85(18.48)~.5 F 0.0 PE 0.00
44 154.1 4.26 T 11. 0 0.00866 PF 0.10 3.47
K=35.85=23.72+12.13 A 13.0 PT 18.58 45 BL1+.6667*BL2
154.5=35.85(18.58)-.5 F 0.0 PE 0.00
45 308.7 4.26 T 13.0 0.03129 PF 0.41 6.95
K=29.79=23.73+6.06 A 41.9 PT 18.98 46 BL1+.3333*BL2
129.8=29.79(18.98)~.5 F 38.3 PE 0.00
46 438.5 4.26 6VE T 80.2 Q.05991 PF 4.81 9.87
PT 23.79 47
K-factor for Cross main A = 438.5/(23.79)-.5 = 89.90
Cross m~in B C = 1QO
------------ A 8.0 PT 18.58 47 RN#35
------------
126.5=29.35(18.58)-.5 F 0.0 PE 0.00
47 126.5 4.2.6 T 8.0 0.00601 PF 0.05 2.85
A 8.0 PT 18.63 48 RN#35
126.7:29.35(18.63)-.5 F 0.0 PE 0.00
48 253.2 4.26 T 8.0 0.02169 PF 0.17 5.70
A 8.0 PT 18.80 49 RN#35
127.3=29.35(18.80)-.5 F 0.0 PE 0.00
49 380.4 4.26 T 8.0 0.04607 PF 0.37 8.56
A 36.5 PT 19.17 50 .6*RN7
71.1=17.61(19.17)-.5 F 15.0 PE 0.00
50 457.5 4.26 1VT T 51.5 0.06481 PF 3.34 10.30
PT 22.51 '.,,"9' Bulk Jct
-,
K-factor for Cross main B = 457.5/(22.51)-.5 = 96.43
. .
MANTIRE 12/11/96 8:20am
. . Fox Fire Prevention
Sprinkler Systems Hydraulic Flow Calculations
Mansker Tire Center (Tire Storage)
Bremerton, Washington
Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel
No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes
Clockwise (K-Factor @ split=26.96 from RN#42) C = 100
--------- A 9.0 PT 19.91 56 Split Point
---------
F 0.0 PE 0.00
56 100.0 4.26 T 9.0 0.00389 PF 0.04 2.25
A 8.5 PT 19.95 57 RN#42
120.4=26.96(19.95)-.5 F 0.0 PE 0.00
57 220.4 4.26 T 8.5 0.01679 PF 0.14 4.96
A 8.0 PT 20.09 58 RN#42
120.8=26.96(20.Q9)-.5 F 0.0 p~ 0.00
58 341. 3 4.26 T 8.0 0.03768 PF 0.30 7.68
A 22.5 PT 20.39 59 RN#42
121.7=26.96(20.39)-.5 F 6.4 PE 0.00
59 463.0 4.26 IVE T 28.9 0.06626 PF 1.91 10.42
A 10.0 PT 22.30 60
F 0.0 PE 0.00
60 463.0 4.26 T 10.0 0.06626 PF 0.66 10.42
PT 22.97 61 Loop Jct
Counter-Clockwise (K-Factor @ sp1it=26.96 from RN#42) C = 100
----------------- A 49..7 PT 19.91 56 Split Point
-----------------
F 34.2 PE 0.00
55 20.3 4.26 3VE 1V'l' T 83.9 0.00020 PF 0.02 0.46
A 9.0 PT 19.93 55 RN#43
152.3=34.12(19.93)-.5 F 0.0 PE 0.00
54 172.6 4.26 T 9.0 0.01068 PF 0.10 3.89
A 8.5 PT 20.02 54 RN#43
152.7=3~.12(20.02)-.5 F 0.0 PE 0.00
53 325.3 4.26 T 8.5 0.03449 PF 0.29 7.32
A 8.0 PT 20.32 53 RN#43
153.8=34.12(20.32)-.5 F 0.0 PE 0.00
52 479.1 4.26 T 8.0 0.07059 PF 0.56 10.79
A 2.5 PT 20.88 52 RN#43
156.0=34.12(20.88)-.5 F 15.0 PE 0.00
51 635.1 4.26 IVT T 17.5 0.11889 PF 2.09 14.30
PT 22.97 61 Loop Jct
(Balance Accuracy = 22.97 - 22.97 = 0.00)
- --- --
~ ~
MANTIRE 12/11/96 ~:20am
. . Fox Fire Prevention
Sprinkler Systems Hydraulic Flow Calculations
Mansker,Tire Center (Tire Storage)
Bremerton, Washington
Pipe Flow Dia Fitting Length Fr LbSS Press Hyd Vel
No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes
Bulk C = 100
---- A 24.6 PT 22.97 61 Loop Jct
1098.1=229.13(22.97)-.5 F 18.0 PE 0.00
61 1098.1 6.36 2VE T 42.6 0.04661 PF 1.98 11.10
PT 24.95 62 Top of Riser
Riser C = 100
----- A 8.0 PT 24.95 62 Top of Riser
-----
F 0.0 PE 3.46 (EL= 8.00 ft)
62 1098.1 6.36 r 8.0 0.04661 PF 0.37 11.10
A 3.5 PT 28.79 63 ** C = 120 **
F 31.4 PE 1.52 (EL= 3.50 ft)
63 1098.1 6.36 1VE 1DPV T 34.9 0.03327 PF 1.16 11.10
A 1.5 PT 31.47 64
F 12.6 PE 0.43 (EL= 1.00 ft)
64 1098.1 6.36 IVE 1B11 T 14.1 0.03327 PF 5.39 11.10 1B11 = 4.92#
PT 37.29 65 B.O.R.
Under ground C = 140
------------ A 100.0 PT 37.29 65 B.O.R.
-------------
F 55.0 PE 0.22 (EL= 0.50 ft)
65 1098.1 8.27 1UE 2UEE T 155.0 0.00695 PF 1.08 6.56
1UT1 1GV A 0.0 PT 38.58 66
500.0 g.pm = Hose F 0.0 PE 0.00
66 1598.1 8.27 T 0.0 0.00000 PF 0.00 9.55
PT 38.58 67 Supply Jct
Available flow at 38.58 psi is 2570.4 gpm which is 972.3 gpm from curve.
Supply pressure available with 1598.1 gpm flowing is 42.92 psi,
thus system requirement is 4.34 psi below supply curve. (10.1%)
-------
Sheet of
. - '"
Fox Fire Prevention
. . P.O. Box 594;
Port Orchard,Washington 98366
Date 12/12/96
Job: MANSALES
PROJECT INFORMATION
Job Mansker Tire Center (Sales Area)
Bremerton, Washirtgton
--------------------------------~-~------~-------------------------------
Occupancy_ _ _ _ _ _ _ _ _ _ _ _ Ordinary Hazard Group II
Density_ _ _ _ _ _ _ _ _ _ _ _ _ 0.20 gpm/sq.ft.
Area of Operation_ _ _ _ _ _ _ _ 1950 square feet
Area per Sprinkler _ _ _ _ _ _ _ 120 Square Feet Maximum
Number of Sprinklers Calculated: 17 heads
Authority having Jurisdiction_ _ NFPA-13
Hose _ _ _ _ _ 250.0 gpm Outside Hose
System type_ _ Dry
Water Supply _ 46.00 psi Static, 45.00 psi Residual @ 870.0 gpm
SprinklerS _ _ Large Orifice
------~------~---------~--------------~-~-------------------------------
CALCULATION SUMMARY
Demand _ _ _ _ _ 36.26 psi @ 438.6 gpm @ B.O.R.
36.67 psi @ 688.6 gpm @ Supply
45.35 psi ava~lable @ 688.6 gpm
Demand is below curve by 8.68 psi
----------------------------------------~-------------------------------
Notes:
PROGRAM: 'HydroCalc' by Micro Space Systems
P.O~ Box 5069, Glacier, WA 98244-5069
(800) 334..,6263
MANSALES 12/t2/96 9:26am
. .
p]f1oessu:r~ (PSI)
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Static = 46.00 psi, Residual = 45.00 psi at a flow of 870.0 gpm.
Demand at BOR = 36.26 psi with 438.6 gpm flowing.
System demand = 36.67 psi with 688.6 gpm flowing.
Pressure available = 45.35 psi when 688.6 gpm is flowing.
Demann is below curve by 8.68 psi. (19.1%)
,
. . Fox Fire Prevention
Description of Fitting abbreviations
Code Description
-----------------------------------------------------------------
T Tee
E Ninety degree elbow
VT Victaulic tee
VE Vict~ulic ninety degree elbow
Bll Backflow: Ames 2000ss Silver Bullet Dbl. Check Valve Assy.
DPV Dty pipe valve
GV Gate valve
UE Underground ASCA ninety degree elbow
UEE Qnderground ASCA forty five degree elbow
UTI Underground ASCA tee: flow in run, flow out bullhead only
Description of Other abbreviations
Code Description
-------------------------~---------------------------------------
AO Arm...,. over
SU Stub-Up
BL Branch Line
RN Riser Nipple
CM Cross Main
PT Total pressure
PE Pressure loss due to elevation changes
PF Pressure loss due to friction
-.5 Raised to the power of .5 (Square Root)
A Actual pipe length
F Fitting equivalent pipe length
T Total pipe length
~---------- ---- -- - -------
.
MANSALES 12/12/96 9:27am
. . Fox Fire Prevention
Sprinkler Systems Hydraulic Flow Calculations
Mansker Tire Center (Sales Area)
Bremerton, Washington
Raw data previous to any calculations
No. Code Diam Length Kfac1 Kfac2 Press Elev Hose HW Vel Fittings
1 A01 1.104 1.9 8.1 8.78 -1.08 0.0 100 32 2E,lT
2 SU1 1.104 2.2 5.6 7.00 1.21 0.0 100 32 1E,lT
3 SU2 1.104 3.4 5.6 7.00 2.38 0.0 100 32 1E,lT
4 $U3 1.452 0.8 8.1 7.46 0.83 0.0 100 32 1T
5 8U4 1;.452 2.2 8.1 7.46 2.17 0.0 100 32 1T
6 SU5 1. 452 0.6 11.4 10.00 0.58 0.0 100 32 IT
7 SU6 1.452 1.5 11.4 10.00 1.46 0.0 100 ;32 1T
8 SU7 1.452 2.3 11.4 10.00 2.25 0.0 100 32 IT
9 BL1 1.452 10.0 A01 0.00 0.00 0.0 100 32
10 BL1 1. 687 10.0 A01 0.00 0.00 0.0 100 32
11 BL1 1.687 10.0 A01 0.00 0.00 0.0 100 32
12 BL1 1. -68 7 5.5 A01 0.00 0.00 0.0 100 32 1T
13 BL2 1.452 10.0 A01 0.00 0.00 0.0 100 32
14 BL2 1.452 10.0 A01 0.00 0.00 0.0 100 32
15 BL2 1.452 4.5 Ad1 0.00 OAOO 0.0 100 32 1T
16 PC1 1.687 0.0 BL2 .6667 0.00 0.00 0.0 100 32
17 PC2 1.687 0.0 BL2 .3333 0.00 0.00 0.0 100 32
18 BL3 1.104 16.8 5.6 7.00 0.00 0.0 100 32 2E
19 BL3 1.452 6.4 0.00 0.00 0.0 100 32
20 BL3 1. 687 7.3 0.00 0.00 0.0 100 32
21 BL3 1.687 8.0 SU1 0.00 0.00 0.0 100 32
22 aL3 2.154 8.0 SU2 0.00 0.00 0.0 100 32
23 BL3 2.154 2.8 SU2 0.00 0.00 0.0 100 32 IT
24 BL4 1.104 13.9 5.6 7.00 0.00 0.0 100 32
25 BL4 1.452 8.8 SU1 0.00 0.00 0.0 100 32 1':r
26 BL5 1.104 9.0 5.6 7.00 0.00 0.0 100 32
27 BL5 1.452 10.0 SU1 0.00 0.00 0.0 100 32
28 BL5 1.452 12.0 SU2 0.00 0.00 0.0 100 32
29 BL5 1.687 4.8 SU2 0.00 0.00 0.0 100 32 1T
30 BL7 1.104 13.8 8.1 7.46 0.00 0.0 100 32
31 BL7 1.452 13.8 SU3 0.00 0.00 0.0 100 32
32 BL7 1.452 5.0 SU4 0.00 0.00 0.0 100 32 1T
33 EL8 1.104 13.8 8.1 7.46 0.00 0.0 100 32
34 BL8 1.452 8.8 SU3 0.00 0.00 0.0 100 32 1T
35 RN7 2.154 3.4 BL7 BL8 0.00 3.38 0.0 100 32
36 PC3 2.154 0.0 RN7 .6 0.00 0.00 0.0 100 32
37 BL9 1.452 9.8 11.4 10.00 0.00 0.0 100 32
38 BL9 1.687 4.7 SU5 0.00 0.00 0.0 100 32 1T
39 BLIO 1.452 5.2 SU6 0.00 0.00 0.0 100 32 +T
40 BL11 1.452 9.8 SU7 0.00 0.00 0.0 100 32
4+ BL1I 1.687 5.2 SU6 0.00 0.00 0.0 100 32 IT
42 RN10 2.154 3.6 BL9 BL10 0.00 3.58 0.0 100 32 1T
43 RN11 2.154 3.6 BL9 BL11 -0.00 3.58 0.0 100 32 1T
44 CMA 4.260 11.0 BL1 PC1 0.00 0.00 0.0 100 32
45 CMA 4.260 13.0 BL1 PC1 0.00 O.pO 0.0 100 32
46 CMA 4.260 41.9 BL1 PC2 0.00 0.00 0.0 100 32 6VE
47 CMB 4.260 8.0 CMA 0.00 0.00 0.0 100 32
. .
MANSALES 12/12/96 9:27am
. . Fox Fire Prevention
Sprinkler Systems Hydraulic Flow Calculations
Mansker Tire Center (Sales Area)
Bremerton, Washington
Raw data previous to any calculations
No. Code Diam Length Kfac1 Kfac2 Press Elev Hose HW Vel Fittings
48 CMB 4.260 8.0 0.00 0.00 0.0 100 32
49 CMB 4.260 8.0 0.00 0.00 0.0 100 32
50 CMB 4.260 36.5 0.00 0.00 0.0 100 32 1VT
51 CMCL 4.260 2.5 0.00 0.00 0.0 100 32 1VT
52 CMCL 4.260 8.0 0.00 0.00 0.0 100 32
53 CMCL 4.260 8.5 0.00 0.00 0.0 100 32
54 CMCL 4.260 9.0 0.00 0.00 0.0 100 32
55 CMCL 4.260 49.7 0.00 0.00 0.0 100 32 3VE,lVT
56 CMCL 4.260 9.0 0.00 0.00 0.0 100 32
57 CMCL 4.260 8.5 0.00 0.00 0.0 100 32
58 CMCL 4.260 8.0 0.00 0.00 0.0 100 32
59 CMCL 4.260 22.5 0.00 0.00 0.0 100 32 1VE
60 CMCL 4.260 10.0 CMB 0.00 0.00 0.0 100 32
61 BU1 6.357 24.6 CMCL 0.00 0.00 0.0 100 32 2VE
62 In1 6.357 8.0 BU! 0.00 8.00 0.0 100 32
63 Rl1 6.357 3.5 0.00 3.50 0.0 120 32 1VE,lDPV
64 Rl1 6.357 1.5 0.00 1.00 0.0 120 32 1VE,lB11
65 UGL 8.270 100.0 Rl1 0.00 0.50 0.0 140 32
1UE,2UEE,lUT1,lGV
66 UGL 8.270 0.0 0.00 0.00 250.0 140 32
MANSALES 12/12/96 9:27am
. . Fox Fire Prevention
Sprinkler Systems Hydraulic Flow Calculations
Mansker Tire Center (Sales Area)
Bremerton, Washington
Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel
No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes
Arm-over 1 C = 100
----------- A 1.9 PT 8.78 1
-----------
24.0=8.10(8.78)-.5 F 8.2 PE -0.47 (EL= -1.08 ft)
1 24.0 1.10 2E IT T 10.1 0.19921 PF 2.02 8.04
PT 10.33 9 Bl Jct
K-factor for arm-over 1 = 24.0/(10.33)-.5 = 7.47
at Hyd Ref pts 9 10 11 12 13 1r4 15
Stub Up 1 C = 100
---------- A 2.2 PT 7.00 2
----------
14.8=5.60(7.00)-.5 F 6.4 PE 0.52 (EL= 1.21 ft)
2 14.8 1.10 IE IT T 8.6 0.08J.61 PF 0.70 4.97
PT 8.23 21 Bl Jct
K-factor for stub up 1 = 14.8/(8.23)-.5 = 5.16
at Hyd Ref pts 21 25 27
Stub Up 2 C = 100
:::=c:======= A 3.4 PT 7.00 3
14.8=5.60(7.00)-.5 F 6.4 PE 1.03 (EL:: 2.38 ft)
3 14.8 1.10 IE IT T 9.8 0.08161 PF 0.80 4.97
PT 8.83 22 Bl Jct
K-factor for stub up 2 :: 14.8/(8.83)-.5 = 4.98
at Hyd Ref pts 22 23 28 29
Stub Up 3 C = 100
---------- A 0.8 PT 7.46 4
----------
22.1=8.10(7.46)-.5 F 5.5 PE 0.36 (EL= 0.83 ft)
4 22.1 1.45 IT T 6.3 0.04512 PF 0.28 4.29
PT 8.10 31 In Jct
K-factor for stub up 3 = 22.1/(8.10)-.5 = 7.76
at Hyd Ref pts 31 34
Stub Up 4 C = 100
---------- A 2.2 PT 7.46 5
----------
22.1=8.10(7.46)-.5 F 5.5 PE 0.94 (EL= 2.17 ft)
5 22.1 1.45 IT T 7.7 0.04512 PF 0.35 4.29
PT 8.75 32 Bl Jct
K-factor for stub up 4 :: 22.1/(8.75)-.5 :: 7.47
- ---------
MANSALES 12/12/96 9:28am
. .
Fox Fire Preventiort
Sprinkler Systems Hydraulic Flow Calculations
Mansker Tire Center (Sales Area)
Bremerton, Washington
Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel
No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes
Stub Up 5 C = 100
---------- A 0.6 PT 10.00 6
-----------
36.1=11.40(10.00)~.5 F 5.5 PE 0.25 (EL= 0.58 ft)
6 36.1 1.45 IT T 6.1 0.11134 PF 0.68 6.98
PT 10.93 38 Bl Jct
K-factor for stub up 5 = 36.1/(10.93)~.5 = 10.92
Stub Up 6 C = 100
---------- A 1.5 PT 10.00 7
----------
36.1=11.40(10.00)~.5 F 5.5 PE 0.63 (EL= 1.46 ft)
7 36.1 1.45 IT T 7.0 0.11134 PF 0.78 6.98
PT 11.41 39 Bl Jct
K-f~ctor for stub up 6 = 36.1/(11.41)~.5 = 10.69
at Hyd Ref pts 39 41
Stub Up 7 C = 100
---------- A 2.3 PT 10.00 8
------~---
36.1=11.40(10.00)~.5 F 5.5 PE 0.97 C'EL= 2.25 ft)
8 36.1 1.45 IT T 7.8 0.11134 PF 0.87 6.98
PT 11. 84 40 Bl Jct
K-factor for stub up 7 = 36.1/(11.84)~.5 = 10.49
MANSALES 12/12/96 9:28am
. .
Fox Fire Prevention
Sprinkler Systems Hydraulic Flow Calculations
Mansker Tire Center (Sales Area)
Bremerton, Washington
Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel
No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes
Bra.nchline No. 1 C = 100
-~-------------- A 10.0 PT 10.33 9 AOl
---------~------
24.0=7.47(10.33)~.5 F 0.0 PE 0.00
9 24.0 1.45 T 10.0 0.05245 PF 0.52 4.65
A 10.0 PT 10.86 10 AOl
24.6=7.47(10.86)~.5 F 0.0 PE 0.00
10 48.6 1.69 T 10.0 0.09319 PF 0.93 6.98
A 10.0 PT 11.79 11 AOl
25.6=7.47(11.79)~.5 F 0.0 PE 0.00
11 74.2 1.69 T 10.0 0.20404 PF 2.04 10.66
A 5.5 PT 13.83 12 AO!
27.8=7.47(13.83)~.5 F 7.2 PE 0.00
12 102.0 1. 69 IT T 12.7 0.36729 PF 4.65 14.64
PT 18.48 44 Cross main Jct
K-factor for branchline no. 1 = 102.0/(18.48)~.5 = 23.73
at Hyd Ref pts 44 45 46
Branchline No." 2 C = 100
---------------- A 10.0 PT 10.33 13 AOl
----------------
24.0=7.47(10.33)~.5 F 0.0 PE 0.00
13 24.0 1.45 T 10.0 0.05245 PF 0.52 4.65
A 10.0 PT 10.86 14 AOl
24.6=7.47(10.86)-.5 F 0.0 PE 0.00
14 48.6 1.45 T 10.0 0.19349 PF 1.93 9.42
A 4.5 PT 12.79 15 AOl
26.7=7.47(12.79)~.5 F 5.5 PE 0.00
15 75.3 1.45 IT T 10.0 0.43499 PF 4.35 14.59
PT 17.14 44 Cross main Jct
K-factor for branchline no. 2 = 75.3/(17.14)~.5 = 18.19
at Hyd Ref pts 44 45 46
"MANSALES 12/12/96 9:28.am
, . Fox Fire Prevention
Sprinkler Systems Hydraulic Flow Calculations
Mansker Tire Center (Sales Area)
Bremerton, Washington
Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel
No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes
Branchline No. 3 C = lob
---------------- A 16.8 PT 7.00 18 End head
----------------
14.8=5.60(7.00)-.5 F 3.7 PE 0.00
18 14.8 1.10 2E T 20.5 0.08161 PF 1.67 4.97
A 6.4 PT 8.67 19
F 0.0 PE 0.00
19 14.8 1.45 T 6.4 0.02149 PF 0.14 2.87
A 7.3 PT 8.81 20
F 0.0 PE 0.00
20 14.8 1.69 T 7.3 0.01035 PF 0.08 2.13
A 8.0 PT 8.88 21 SU1
15.4=5.~6(8.88)-.5 F b.o PE 0.00
21 30.2 1. 69 T 8.0 0.03863 PF 0.31 4.33
A 8.0 PT 9.19 22 SU2
15.1=4.98(9.19)-.5 F 0.0 PE 0.00
22 45.3 2.15 T 8.0 0.02488 PF 0.20 3.99
A 2.8 PT 9.39 ~3 SU2
15.3=4.98(9.39)-.5 F 8.7 PE 0.00
23 60.6 2.15 1T T 11. 5 0.04258 PF 0.49 5.33
PT 9.88 24 Cross main Jct
K-factor for branchline no. 3 = 60.6/(9.88)-.5 = 19.28
Branchline No. 4 (Beginning pressure increased due to Hyd Ref pt 25) C = 100
---------------- A 13.9 PT 7.09 24 End head
----------------
14.9=5.60(7.09)-.5 F 0.0 PE 0.00
24 14.9 1.10 T 13.9 0.08256 PF 1.15 5.00
A 8.8 PT 8.24 25 SU1
14.8=5.16(8.24)-.5 F 5.5 PE 0.00
25 29.7 1.45 1T T 14.3 0.07788 PF 1.11 5.76
PT 9.35 26 Cross main Jct
K-factor for branchline no. 4 = 29.7/(9.35)-.5 = 9.71
'MANSALES 12/12/96 9:28am
. . Fox Fire Prevention
Sprinkler Systems aydraulie Flow Cale~lations
Mansker Tire Center (Sales Area)
Bremerton, Washington
Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel
No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes
Branehline No. 5 (Beginning pressure inCreased due to Hyd Ref pt 27) C = 100
---------------- A 9.0 PT 7.45 2Q End head
----------------
15.3=5.60(7.45)-.5 F 0.0 PE 0.00
26 15.3 1.10 T 9.0 0.08647 PF 0.78 5.12
A 10.0 PT 8.23 27 SUI
14.8=5.16(8.23)-.5 F 0.0 PE 0.00
27 30.1 1.45 T 10.0 0.07910 PF 0.80 5.83
A 12.0 PT 9.03 28 SU2
15.0=4.98(9.03)-.5 F 0.0 PE 0.00
28 45.1 1.45 T 12.0 0.16818 PF 2.02 8.73
A 4.8 PT 11.05 29 SU2
16.6=4.98(11.05)-.5 F 7.2 PE 0.00
29 61.6 1. 69 IT T 12.0 0.14451 PF 1. 73 8.84
PT 12.78 30 Cross main Jet
K-faetor for branehline no. 5 = 61.6/(12.78)-.5 = 17.23
Branehline NO. 7 C = 100
---------------- A 13.8 PT 7.46 30 End head
-------~--------
22.1=8.10(7.46)-.5 F 0.0 PE 0.00
30 22.1 1.10 T 13.8 0.17134 PF 2.36 7.41
A 13.8 PT 9.82 31 SU3
24.3=7.76(9.82)-.5 F 0.0 PE 0.00
31 46.5 1.45 T 13.8 0.17800 PF 2.46 9.00
A 5.0 PT 12.28 32 SU4
26.2=7.47(12.28)-.5 F 5.5 PE 0.00
~2 72.7 1.45 IT T 10.5 0.40700 PF 4.27 14.08
PT 16.55 35 Riser Nipple Jet
K-faetpr for branehline no. 7 = 72.7/(16.55)-.5 = 17.87
Branehline No. 8 C = 100
--~------------- A 13.8 PT 7.46 33 End head
----------------
22.1=8.~0(7.46)-.5 F 0.0 PE 0.00
33 22.1 1.10 T 13.8 0.17134 PF 2.36 7.41
A 8.8 PT 9.82 34 SU3
24.3=7.76(9.82)-.5 F 5.5 PE 0.09
34 46.5 1.45 IT T 14.3 0.17800 PF 2.54 9.00
PT 12.37 35 Riser Nipple Jet
K-faetor for bran~hline no. 8 = 46.5/(12.37)-.5 = 13.2?
- - ---------
.
MANSALES 12/12/96 9:28am
. .
Fox Fire Prevention
Sprinkler Systems Hydraulic Flow Calculations
Mansker Tire Center (Sal~s Area)
Bremerton, Washington
Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel
No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes
Riser Nipple (Top of RN ~Branchline 7 + Branchline 8) C ~ 100
------- ~~31.09=17.87+13.22 A 3.4 PT 16..55 35 BL7 + BL8
-------
126.5=31.09(16.55)-.5 F 0.0 PE 1.46 (EL= 3.38 ft)
35 126.5 2.15 T 3.4 0.16635 PF 0.57 11.14
PT 18.58 36 Bot of R.nip
K-factor for riser nipple = 126.5/(18.58)-.5 = 29.35
Branchline No. 9 C = 100
=====~=====~==~= A 9.8 PT 10.00 37 End head
36.1=11.40(10.00)-.5 F 0.0 PE 0.00
37 36.1 1.45 T 9.8 0.11134 PF 1.09 6.98
A 4~7 PT 11. 09 38 SU5
36.4=10.92(11.09)-.5 F 7.2 PE 0.00
38 72.4 1. 69 IT T 11.9 0.19489 PF 2.31 10.39
PT 13.40 42 Risar Nipple Jct
Krfactor for branchline no. 9 = 72.4/(13.40)-.5 = 19.77
at Hyd Ref pts 42 43
Branchline ;No. 10 C = 100
================= A 5.2 PT 11. 41 39 SU6
36.1=10.69(11.41)-.5 F 5.5 PE 0.00
39 36.1 1.45 IT T 10.7 0.11162 PF 1.19 6.99
PT 12.60 42 R~ser Nipple Jct
K-factor for branchline no. 10 = 36.1/(12.60)-.5 = 10.17
Riser Nipple (ToP of RN =Branchline 9 + Branchline 10) C = 100
------- K=29.94=19.77+10.17 A 3.6 PT 13.40 42 BL9 + BLI0
-------
109.6=29.94(13.40)-.5 F 8.7 PE 1.55 (EL= 3.58 ft)
42 109.6 2.15 IT T 12.3 0.12767 PF 1.57 9.65
PT 16.53 43 Bot of R.nip
K-factor for riser nipple = 109.6/(16.53)-.5 = 26.96
Branchline No. 11 C = 100
====~========~=== A 9.8 PT 11.84 40 SU7
36.1=10.4~{11.84)-.5 F 0.0 PE 0.00
40 36.1 1.45 T 9.8 0.11163 PF 1.09 6.99
A 5.2 PT 12.94 41 SU6
38.4=10.69(12.94)-.5 F 7.2 PE 0.00
41 74.5 1. 69 IT T 12.4 0.20558 PF 2.54 10.70
PT 15.48 43 Riser Nipple Jct
K-factor for branchline no. 11 = 74.5/(15.48)-.5 = 18.94
----------
. .
MANS ALES 12/12/96 9:28am
. .
Fox Fire Prevention
Sprinkler Systems Hydraulic Flow Calculations
Mansker Tire Center (Sales Area)
Bremert6n, Washtngton
Pipe Flow Dia Fitting Length Fr LoSs Press Hyd Vel
No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes
Riser Nipple (Top of RN =Branchline 9 + Branchline 11) C = 100
----....--- K=38.71=19.77+l8.94 A 3.6 PT 15.48 43 BL9 + BLl1
-------
152.3=38.71(15.48)~.5 F 8.7 PE 1.55 (EL= 3.58 ft)
43 152.3 2.15 1T T 12.3 0.23455 PF 2.89 13.41
PT 19.92 44 Bot of R.nip
K-factor for riser nipple = 152.3/(19.92)~.5 = 34.12
. . 12/12/96
MANSALES 9:28am
. .
Fox Fire Prev~ntion
Sprinkler Systems Hydraulic Flow Calculations
Mansker Tire Center (Sales Area)
Bremerton, Washington
Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel
No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes
Cross main A C = 100
------- K=35.85=23.72+12.13 A 11.0 PT 18.48 44 BL1+.6667*BL2
-------
154.1=35.85(18.48)-.5 F 0.0 PE; 0.00
44 154.1 4.26 T 11.0 0.00866 PF 0.10 3.47
K=35.85=23.72+12.13 A 13.0 PT 18.58 45 BL1+.6667*BL2
154.5=35.85(18.58)-.5 Ii' 0.0 PE 0.00
4!B 308.7 4.26 T 13.0 0.03129 PF 0.41 6.95
K=29.79=23.73+6.06 A 41.9 PT 18.98 46 BLl+.3333*BL2
129.8=29.79(18.98)-.5 F 38.3 PE 0.00
46 438.5 4.26 6VE T 80.2 0.05991 PF 4.81 9.87
PT 23.79 47 Cross main Jct
K-factor for Cross main A = 438.5/(23.79}-.5 = 89.90
Cross main B C = 100
---,--------- A 8.-0 PT 23.79 47 CM A
------------
438.5=89.90(23.79)-.5 F 0.0 PE 0.00
47 438.5 4.26 T 8.0 0.05992 PF 0.48 9.87
A 8.0 PT 24.27 48
F 0.0 PE 0.00
48 438.5 4.26 T 8.0 0.05992 PF 0.48 9.87
A 8.0 PT 24.75 49
F 0.0 PE 0.00
49 438.5 4.26 T 8.0 0.05992 PF 0.48 9.87
A 36.5 PT 25.23 50
F 15.0 PE 0.00
50 438.5 4.26 IVT T 51. 5 0.05992 PF 3.09 9.87
PT 28.32 60 Cross main Jet
K-factor for CfoSS main B = 438.5/(28.32)-.5 = 82.40
Clockwise (K-Factor @ split=82.40 from CMB) C = 100
--;".------- A 10.0 PT 28.32 60 Split Point
-"'!"'-------
F 0.0 PE 0.00
60 362.8 4.26 T 10.0 0.04219 PF 0.42 8.17
PT 28.74 61 Loop Jct
MANSALES 12/12/96 9:28am
. . FOK Fire Prevention
Sprinkler Systems Hydraulic Flow Calculations
Mansker Tire Center (Sales Area)
Bremerton, Washington
Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel
No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes
Counter-Clockwise (K-Factor @ split=82.40 from CMB) C = 100
================= ~ 22.5 PT 28.32 60 Split Point
F 6.4 PE 0.00
59 75.8 4.26 1VE T 28.9 0.00233 PF 0.07 1.70
A 8.0 PT 28.38 59
F 0.0 PE 0.00
58 75.8 4.26 T 8.0 0.00233 PF 0.02 1.70
A 8.5 PT 28.40 58
F 0.0 PE 0.00
57 75.8 4.26 T 8.5 0.00233 PF 0.02 1.70
A 9.0 PT 28.42 57
F 0.0 PE 0.00
56 75.8 4.26 T 9.0 0.00233 PF 0.02 1.70
A 49.7 PT 28.44 56
F 34.2 PE 0.00
55 75.8 4.26 3VE 1VT T 83.9 0.00233 pF 0.20 1.70
A 9.0 PT 28.64 55
F 0.0 PE 0.00
54 75.8 4.26 T 9.0 0.00233 PF 0.02 1.70
A 8.5 PT 28.66 54
F 0.0 PE 0.00
53 75.8 4.26 T 8.5 0.00233 PF 0.02 1.70
A 8.0 PT 28.68 53
F 0.0 PE 0.00
52 75.8 4.26 T 8.0 0.00233 PF 0.02 1.70
A 2.~ PT 28.70 52
F 15.0 PE 0.00
51 75.8 4.26 1VT T 17.5 0.00233 PF 0.04 1.70
PT 28.74 61 Loop Jct
(Balance Accuracy = 28.74 - 28.74 = 0.00)
--
MANS~.LES 12/12/96 9:28am
, . Fox Fire Prevention
Sprinkler Systems Hydraulic Flow Calculations
Mansker Tire Center (Sales Area)
Bremerton, Washington
Pipe Flow Dia Fitting Length Fr Loss Pres$ Hyd Vel
No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes
Bulk C = 100
---- A 24.6 PT 28.74 61 Loop Jct
438.6=81.82(28.74)-.5 F 18.0 PE 0.00
61 438.6 6.36 2VE T 42.6 0.00853 PF 0.36 4.43
PT 29.10 62 top of Riser
Riser C = 100
----- A 8.0 PT 29.10 62 Top of Riser
-----
F 0.0 PE 3.46 (EL= 8.00 ft)
62 438:.6 6.36 T 8.0 0.00853 PF 0.07 4.43
A 3.5 PT 32.63 63 ** C = 120 **
F 31.4 PE 1.52 (EL= 3.50 ft)
63 438.6 6.36 IVE 1DPV T 34.9 0.00'609 PF 0.21 4.43
A 1.5 PT 34.36 64
F 12.6 PE 0.43 (EL= 1.00 ft)
64 438.6 6.36 1VE 1B11 T 14.1 0.00609 PF 1.46 4.43 1B11 = 1.38#
PT 36.26 65 B.O.H.
Under ground C = 140
------------ A 100.0 PT 36.26 65 B.O.R.
------------
F 55.0 PE 0.22 (EL= 0.50 ft)
65 438.6 8.27 1UE 2UEE T 155.0 0.00127 PF 0.20 2.62
1UT1 1GV A ,0.0 PT 36.67 66
250.0 gpm = Hose F 0.0 PE 0.00
66 688.6 8.27 T 0.0 0.00000 PF 0.00 4.11
PT 36.67 67 Supply jct
Available flow at 36.67 psi is 2909.2 gpm which is 2220.6 gpm from curve.
Supply pressure available with 688.6 gpm flowing is 45.35 psi,
thus system requirement is 8.68 psi below supply curve. (19.1%)
--------.---
. - . Sheet of
,
-
. . Fox Fire Prevention
P.O. Box 594
Pott Orchard, Washington 98366
Date 12/12/96
Job: MANRPAIR
PROJECT INFORMATION
Job_ Mansker Tire Center (Repair Garage)
Bremerton, Washington
---~--~--------------------------~---------------------------------------
Occupancy_ _ _ _ _ _ _ _ _ _ _ _ Ordinary Hazard Group II
Density_ _ _ _ _ _ _ _,_ _ _ _ _ 0.20 gpm/sq.ft.
Area of Operation_ _ _ _ _ _ _ _ 1950 square feet
Area per Sprinkler _ _ _ _ _ _ _ 120 Square Feet Maximum
Number of Sprinklers Calculated: 18 heads
Authority having Jurisdiction_ _ NFPA-13
Hose _ _ _ _ _ 250.0 gpm Outside Hose
.
System type_ _ Dry
Water Supply _ 46.00 psi Static, 45.00 psi Residual @ 870.0 gpm
Sprinklers _ _ Large Orifice
~--.-------------------------------------------------~-------~-------~--
CALCULATION SUMMARY
Demand_ _ _ _ _ 30.58 psi @ 457.5 gpm @ B.O.R.
31.01 psi @ 707.5 9pm @ Supply
45.32 psi available @ 707.5 gpm
Demand is below curve by 14.31 psi
-------~-------------------~-----------------~-------~------------------
Notes:
PROGRAM: 'HydroCalc' by Micro Space Systems
P.O. Box 5069, Glacier, WA 98244-5069
(800) 334-6263
I
MANRPAIR 12/12/96 8:40am
\ Ppessupe (PSI)
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,
- -
...' .'
Z 0
ew
Static = 46.00 psi, Residual = 45.00 psi at a flow of 870.0 gpm.
Dema~d at BOR = 30.58 psi with 457.5 gpm flowing.
System de~and = 31.01 psi with 707.5 gpm flowing.
Pressure available = 45.32 psi when 707.5 gpm is flowing.
Demand is below curve by 14.31 psi. (31.6%)
I
.
,
. .
Fox Fire Prevention
Description of Fitting abbreviations
Code Description
--~-------~----------~-------------------~-----------------------
T Tee
E Ninety degree elbow
VT Victaulic tee
VE Victaulic ninety degree elbow
BIl Backflow: Ames 2000ss Silver Bullet Dbl. Check Valve Assy.
QPV Dry pipe valve
GV Gate valve
UE Underground ASCA ninety degree elbow
UEE Underground ASCA forty five degree elbow
UTI Underground ASCA tee: flow in run, flow out bullhead only
Description of Other abbreviations
Code Description
------------------------------~-----~-----------------~----------
AO Arm-over
SU Stub-Up
BL Branch Line
RN Riser Nipple
CM Crdss Main
PT Total pressure
PE Pressure loss due to elevation changes
PF Pressure loss due to friction
~.5 Raised to the power of .5 (Square Root)
A Actual pipe length
F Fitting equivalent pipe length
T Total pipe length
~MANRPAIR 12/12/96 8:46am
. . Fox Fire Preve~tion
Sprinkler Systems Hydraulic Flow Calculations
MaQsker Tire Center (Repair Garage)
Bremerton, Washington
Raw data previous to any calculations
No. Code Diam Length Kfac1 Kfac2 Press Elev Hose HW Vel Fittings
1 AOl 1.104 1.9 8.1 8.78 -1.08 0.0 100 32 2E,lT
2 SUI 1.104 2.2 5.6 7.00 1.21 0.0 100 32 1E,lT
3.SU2 1.104 3.4 5.6 7.00 2.38 0.0 100 32 1E,lT
4 SU3 1.452 0.8 8.1 7.46 0.83 0.0 100 32 IT
5 SU4 1.452 2.2 8.1 7.46 2.17 0.0 100 3? IT
6 SU5 1.452 0.6 11.4 10.00 0.58 0.0 100 32 IT
7 S116 ~.452 1.5 11.4 10.00 1.46 0.0 100 32 IT
8 SU7 1.452 2.3 11.4 10.00 2.25 0.0 100 32 IT
9 BL1 1.452 10.0 A01 0.00 0.00 0.0 100 32
10 BL1 1. 687 10.0 A01 0.00 0.00 0.0 100 32
:11 BL1 1.687 10.0 A01 0.00 0.00 0.0 100 32
12 BL1 1. 687 5.5 A01 O~OO 0.00 0.0 100 32 IT
13 BL2 1.452 10.0 A01 0.00 0.00 0.0 100 32
14 BL2 1.452 10.0 Ab1 0.00 0.00 0.0 100 32
15 BL2 1.452 4.5 A01 0.00 0.00 0.0 100 32 IT
16 PC1 1. 687 0.0 BL2 .6667 0.00 0.00 0.0 100 32
17 PC2 1.687 0.0 BL2 .3333 0.00 0.00 0.0 100 32
18 BL3 1.104 16.8 5.6 7.00 0.00 0.0 100 32 2E
19 BL3 1.452 6.4 0.00 0.00 0.0 100 32
20 BL3 1. 687 7.3 0.00 0.00 0.0 100 32
21 BL3 1.687 8.0 SUI 0.00 0.00 0.0 100 32
22 BL3 2.154 8.0 SU2 0.00 0.00 0.0 100 32
23 13L3 2.154 2.8 SU2 0.00 0.00 0.0 100 32 IT
24 BL4 1.104 13.9 5.6 7.00 0.00 0.0 100 32
25 BL4 1.452 8.8 SUI 0.00 0.00 0.0 100 32 IT
26 BL5 1.104 9.0 5.6 7.00 0.00 0.0 100 32
27 BL5 1.452 10.0 SUI 0.00 O~OO 0.0 100 32
28 BL5 1.452 12.0 SU2 0.00 0.00 0.0 100 32
29 BL5 1.687 4.8 SU2 0.00 0.00 0.0 100 32 IT
30 BL7 1.104 13.8 8.1 7.46 0.00 0.0 100 32
31 BL7 1.452 13.8 SU3 0.00 0.00 0.0 100 32
32 :8L7 1.452 5.0 SU4 0.00 0.00 0.0 100 32 IT
33 BL8 1.104 13.8 8.1 7.46 0.00 0.0 100 32
34 BL8 1.452 8.8 SU3 0.00 0.00 0.0 100 32 IT
35 RN7 2.154 3.4 BL7 BL8 0.00 3.38 0.0 100 32
36 PC3 2.154 0.0 RN7 .6 0.00 0.00 0.0 100 32
37 BL9 1.452 9.8 11.4 10.00 0.00 0.0 100 32
38 BL9 1. 687 4.7 SU5 0.00 0.00 0.0 100 32 IT
39 BL10 1.452 5.2 SU6 0.00 0.00 0.0 100 32 IT
40 BL11 1.452 9.8 SU7 0.00 0.00 0.0 100 32
41 BL11 1.687 5.2 SU6 0.00 0.00 0.0 100 32 IT
42 ;RN10 2.154 3.6 BL9 BLI0 0.00 3.58 0.0 100 32 IT
43 RN11 2.154 3.6 BL9 BL11 0.00 3.58 0.0 100 32 IT
44 CMA 4.260 11.0 BL1 PC1 0.00 0.00 0.0 100 32
45 CMA 4.260 13.0 BL1 PC1 0.00 0.00 0.0 100 32
46 CMA 4.260 41.9 BL1 PC2 0.00 0.00 0.0 100 32 6VE
47 CMB 4.260 8.0 RN7 0.00 0.00 0.0 100 32
.MANRPAIR 12/12/96 8:46am
, .
Fox Fire Prevention
Sprinkler Systems Hydraulic Flow Calculations
Mansker Tire Center (Repair Garage)
Bremerton, Washington
Raw data previous to any calculations
No. Code Diam Length Kfac1 Kfac2 Press Elev Hose HW Vel Fittings
48CMB 4.260 8.0 RN7 0.00 0.00 0.0 100 32
49 CMB 4.260 8.0 RN7 0.00 0.00 0.0 100 32
50 CMB 4.260 36.5 PC3 6.00 0.00 0.0 100 32 1VT
51 CMCL 4.260 2.5 0.00 0.00 0.0 100 32 1VT
52 CMCL 4.260 8.0 0.00 0.00 0.0 100 32
53 CMCL 4.260 8.5 0.00 0.00 0.0 100 32
54 CMCL 4.260 9.0 0.00 0.00 0.0 100 32
55 CMCL 4.260 49.7 0.00 0.00 0.0 100 32 3VE,lVT
56 CMCL 4.260 9.0 0.00 0.00 0.0 100 32
57 CMCL 4.260 8.5 0.00 0.00 0.0 100 32
58 CMCL 4.260 8.0 0.00 0.00 0.0 100 32
59 CMCL 4.260 22.5 0.00 0.00 0.0 100 32 1VE
60 CMCL 4.260 10.0 CMB 0.00 0.00 0.0 100 32
61 BU1 6.357 24.6 CMCL 0.00 0.00 0.0 100 32 2VE
62 RI1 6.357 8.0 BU1 0.00 8.00 0.0 100 32
63 RI1 6.357 3.5 0.00 3.50 0.0 120 32 1VE,lDPV
64 RI1 6.357 1.5 0.00 1.00 0.0 120 32 1VE,lB11
65 UGL 8.270 100.0 RI1 0.00 0.50 0.0 140 32
1UE,2UEE,lUT1,lGV
66 UGL 8.270 0.0 0.00 0.00 250.0 140 32
~MANRPAIR 12/12/96 8:47am
. .
Fox Fire Prevention
Sprinkler Systems Hydraulic Flow Calculations
Mansker Tire Center (Repair Garage)
Bremerton, Washington
Pipe Flow Pia Fitting Length Fr Loss Pres!;:> . Hyd Vel
No (gpm) (inch) and De,v (ft) (plpl/ft) (psi) Ref (fps) Notes
Arm....over 1 C = 100
=========== A 1.9 PT 8.78 1
24.0=8.10(8.78)~.5 F 8.2 PE -0.47 (EL= -1.08 ft)
1 24.0 1.10 2E 1T T 10.1 0.19921 PF 2.02 8.04
PT 10.33 9 Bl Jct
K-factor for arm-over 1 = 24.0/(10.33)~.5 = 7.47
at Hyd Ref pts 9 10 11 12 13 14 15
Stub Up 1 C = 100
---------- A 2.2 PT 7.00 2
-----------
14.8=5.60(7.00)~.5 F 6.4 PE 0.52 (EL= 1.21 ft)
2 14.8 1.10 1E 1T T 8.6 0.08161 PF 0.70 4.97
PT 8.23 21 Bl Jct
K....factor for stub up 1 = 14.8/(8.23)~.5 = 5.16
at Hyd Ref Pts 21 25 27
Stub Up 2 C = 100
---------:0-- A 3.4 PT 7.00 3
----------
14.8=5.60(7.00)~.5 F 6.4 PE 1.03 (EL= 2.38 ft)
3 14.8 1.10 1E 1T T 9.8 0.08161 PF 0.80 4.97
PT 8.83 22 Bl Jct
K-factor for stub up 2 = 14.8/(8.83)~.5 = 4.98
at Hyd Ref pts 22 23 28 29
Stub Up 3 C = 100
---------- A 0.8 PT 7.46 4
----------
22.1=8.10(7.46)~.5 F 5.5 PE 0.36 (EL= 0.83 ft)
4 22.1 1.45 1T T 6.~ 0.04512 PF 0.28 4.29
PT 8.10 31 Bl Jct
K-factor for stub up 3 = 22.1/(8.10)~.5 = 7.76
at Hyd Ref pts 31 34
Stub Up 4 C = 100
--......------- A 2.2 PT 7.46 5
----------
22.1=8.10(7.46)~.5 F 5.5 PE 0.94 (EL= 2.17 ft)
5 22.1 1.45 1T T 7.7 0.04512 PF 0.35 4.29
PT 8.75 32 Bl Jct
K-factor for stub up 4 = 22.1/(8.75)~.5 = 7.47
MANRPAIR 12/12/96 8:47am
. .
Fox Fire Prevention
Sprinkler Systems Hydraulic Flow Calculations
Mansker Tire Center (Repair Garage)
Bremertonj Washington
Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel
No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Re{ (fps) Notes
Stub Up 5 C ::: 100
-.....-------- A 0.6 PT 10.00 6
----------
36.1:::11.40(10.0D)-.5 F 5.5 PE 0.25 eEL::: 0.58 ft)
6 36.1 1.45 IT T 6.1 0.11134 PF 0.68 6.98
PT 10.93 38 Bl Jct
K-factor for stub up 5 ::: 36.1/(10.93)-.5 ::: 10.92
Stub Up 6 C ::: 100
-------.....-- A 1.5 PT 10.00 7
-.,....--------
36.1=11.40(10.00)-.5 F 5.5 PE 0.63 (EL::: 1.46 ft)
7 36.1- 1.45 1T T 7.0 0.11134 PF 0.78 6.98
PT 11.41 39 Bl Jct
K-faGtor for stub up 6 = 36.1/(11.41)-.5 ::: 10.69
at Hyd Ref pts 39 41
Stub Up 7 C = 100
===:==::==~::t A 2.3 PT 10.00 8
36.1=11.40(10.00)-.5 F 5.5 PE 0.97 (EL::: 2.25 ft)
8 36.1 1.45 IT T 7.8 0.11134 PF 0.87 6.98
PT 11. 84 40 BI Jct
K-factor for stub up 7 = 36.1/(11.84)-.5 = 10.49
I
.
.MANRPAIR 12/12/96 8:47am
. .
Fox Fire Prevention
Sprinkler Systems Hydraulic Flow Calculations
Mansker Tire Center (Repair Garage)
Bremerton, Washington
Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel
No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes
Branchline No. 1 C = 100
=====~====~===== A 10.0 PT 10.33 9 A01
24.0=7.47(10.33)~.5 F 0.0 PE 0.00
9 24.0 1.45 T 10.0 0.05245 PF 0.52 4.65
A 10..0 PT 10.86 10 A01
24.6=7.47(10.86)~.5 F 0.0 PE 0.00
10 48.6 1. 69 T 10.0 0.09319 PF 0.93 6.98
A 10.0 PT 11. 79 11 A01
25.6=7.47(11.79)~.5 F 0.0 PE 0.00
11 74.2 1.69 T 10.0 0.20404 PF 2.04 10.66
A 5.5 PT 13.83 12 A01
27.8=7.47(13.83)~.5 F 7.2 PE 0.00
12 102.0 1. 69 1T T 12.7 0.36129 PF 4.65 14.64
PT 18.48 44 Cross main Jet
K-factor for branchline no. 1 = 102.0/(18.48)~.5 = 23.73
at Hyd Ref pts 44 45 46
Branchlirie No. 2 C = 100
================ A 10.0 PT 10.33 13 A01
24.0=7.47(10.33)~.5 F 0.0 PE 0.00
13 24.0 1.45 T 10.0 0.05245 PF 0.52 4.65
A 10.0 PT 10.86 14 A01
24.6=7.47(10.86)~.5 F 0.0 PE 0.00
14 48.6 1.45 T 10.0 0.19349 PF 1.93 9.42
A 4.5 PT 12.79 15 A01
26.7=7.47(12.79)~.5 F 5.5 PE 0.00
15 75.3 1.45 1T l' 10.0 0.43499 PF 4.35 14.59
PT 17.14 44 Cross main Jct
K-factor for branchline no. 2 = 75.3/(17.14)~.5 = 18.19
at Hyd Ref pts 44 45 46
.
MANRPAIR 12/12/96 8:47am
. .
Fox Fire Prevention
Sprinkler Systems Hydraulic Flow Calculations
Mansker Tire Center (Repair Garage)
Bremerton, Washington
Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel
No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes
Branchline No. 3 C = 100
================ A 16.8 PT 7.00 18 End head
14.8=5.60(7.00)-.5 F 3.7 FE 0.00
18 14.8 1.10 2E T 20.5 0.08161 PF 1.67 4.97
A 6.4 PT 8.67 19
F 0.0 PE 0.00
19 14.8 1.45 T 6.4 0.02149 PF 0.14 2.87
A 7.3 PT 8.81 20
F 0.0 PE 0.00
20 14.8 1.69 T 7.3 0.01035 PF 0.08 2.13
A 8.0 PT 8.88 21 SUI
15.4=5.16(8.88)-.5 F 0.0 PE 0.00
21 30.2 1. 69 T 8.0 0.03863 PF 0.31 4.33
A 8.0 P'I' 9.19 22 SU2
15.1=4.98(9.19)-.5 F 0.0 PE 0.00
22 45.3 2.15 T 8.0 0.02488 PF 0.20 3.99
A 2.8 PT 9.39 23 SU2
15.3=4.98(9.39)-.5 F 8.7 PE 0.00
23 60.6 2.15 IT T 11.5 0.04258 PF 0.49 5.33
PT 9.88 24 Cross main Jct
K-factor for branchline no. 3 = 60.6/(9.88)-.5 = 19.28
Branchline No. 4 (Beginning pressure increased due to Hyd Ref pt 25) C = 100
---------~------ A 13.9 PT 7.09 24 End head
----------------
14.9~5.60(7.09)-.5 F 0.0 PE 0.00
24 14.9 1.10 T 13.9 0.08256 PF 1.15 5.00
A 8.8 PT 8.24 25 SUI
14.8=5.16(8.24)-.5 F 5.5 PE 0.00
25 29.7 1.45 IT T 14.3 0.07788 PF 1.11 5.76
PT 9.35 26 Cross main Jct
K-factor for branchline no. 4 = 29.7/(9.35)-.5 ~ 9.71
.
MANRPAIR 12/12/96 8:47am
. .
Fox Fire Prevention
Sprinkler Systems Hydraulic Flow Calculations
Mansker Tire Center (Repa~r Garage)
Bremerton, Washington
Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel
No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes
Branchline No. 5 (Beginning pressure incr~ased due to Hyd Ref Pt 27) C :;: 100
---------------- A 9.0 PT 7.45 26 End head
----------------
15.3:;:5.60(7.45)~.5 F 0.0 PE 0.00
26 15.3 1.10 T 9.0 0.08647 PF 0.78 5.12
A 10.0 PT 8.23 27 SU1
14.8:;:5.16(8.23)~.5 F 0.0 PE 0.00
27 30.1 1.45 T 10.0 0.07970 PF 0.80 5.83
A 12.0 PT 9.03 28 SU2
15.0:;:4.98(9.03)~.5 F 0.0 PE 0.00
28 45.1 1.45 T 12.0 0.16818 PF 2.02 8.73
A 4.8 PT 11. 05 29 SU2
16.6:;:4.98(11.05)~.5 F 7.2 PE 0.00
29 61.6 1.69 1T T 12.0 0.14451 PF 1. 73 8.84
PT 12.78 30 Cross main Jct
K-factor for branchline no. 5 :;: 61.6/(12.78)~.5 :;: 17.23
Branchline No. 7 C :;: 100
---------------- A 13.8 PT 7.46 30 End head
---------------~
22.1:;:8.10(7.46)~.5 F 0.0 PE 0.00
30 22.1 1.10 T 1;3.8 0.17134 PF 2.36 7.41
A 13.8 PT 9.82 31 SU3
24.3=7.76(9.82)~.5 F 0.-0 PE 0.00
31 46.5 1.45 T 13.8 0.17800 PF 2.46 9.00
A 5.0 P'r 12.28 32 SU4
26.2:;:7.47(12.28)~.5 F 5.5 PE 0.00
32 72.7 1.45 1T T 10.5 0.40700 PF 4.27 14.08
PT 16.55 35 Riser Nipple Jct
K-factor for branchline no. 7 :;: 72.7/(16.55)~.5 :;: 17.87
Branchline No. 8 C :;: 100
---------------- A 13.8 PT 7.46 33 End head
----------------
22.~:;:8.10(7.46)~.5 F 0.0 PE 0.00
33 22.1 1.10 T 13.8 0.17134 PF 2.36 7.41
A 8.8 PT 9.82 34 SU3
24.3:;:7.76(9.82)~.5 F 5.5 PE 0.00
34 46.5 1.45 1T T 14.3 0.17800 PF 2.54 9.00
PT 12.37 35 Riser Nipple Jct
K-factor for branchline no. 8 :;: 46.5/(12.37)~.5 :;: 13.22
MANRPAIR 12/12/96 8:47am
. .
Fox Fire Prevention
Sprinkler Systems Hydraulic Flow Calculations
Mansker Tire Center (Repair Garage)
Bremertonl Washington
Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel
No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes
Riser Nipple (Top of RN =Branchline 7 + Branchline 8) C = 100
------""i""" K=31.09=17.87+13.22 A 3.4 PT 16.55 35 BL7 + BL8
-------
126.5=31.09(16.55)-.5 F 0.0 PE 1.46 (EL= 3.38 ft)
35 126.5 2.15 T 3.4 0.16635 PF 0.57 11.14
PT 18.58 47 Cross main Jct
K-factor for riser nipple = 126.5/(18.58)-.5 = 29.35
at Hyd Ref pts 47 48 49 50
Branchli~e No. 9 C = 100
-------------~-- A 9.8 PT 10.00 37 End head
----------------
36.1=11.40(10.00)-.5 F 0.0 PE 0.00
37 36.1 1.45 T 9.8 0.11134 PF 1.09 6.98
A 4.7 PT 11. 09 38 SU5
36.4=10.92(11.09)-.5 F 7.2 PE 0.00
38 72.4 1. 69 1T T 11. 9 0.19489 PF 2.31 10.39
PT 13.40 42 Riser Nipple Jct
K-factor for branchline no. 9 = 72.4/(13.40)-.5 = 19.77
at Hyd Ref pts 42 43
Branchline No. 10 C = 100
-_._-------------- A 5.2 PT 11. 41 39 SU6
-----------------
36.1=10.69(11.41)-.5 F 5.5 PE 0.00
39 36.1 1.45 1T T 10.7 0.11162 PF 1.19 6.99
PT 12.60 42 Riser Nipple Jct
K-factor for branchline no. 10 = 36.1/(12.60)-.5 = 10.17
Riser Nipple (Top of RN =Branchline 9 + Branchline 10) C = 100
------- K=29.94=19.77+10.17 A 3.6 PT 13.40 42 BL9 + BL10
-------
109.6=29.94(13.40)-.5 F 8.7 PE 1.55 (EL= 3.58 ft)
42 '109.6 2.15 1T T 12.3 0.12767 PF 1.57 9.65
PT 16.53 43 Bot of R.nip
K-factor for riser nipple = 109.6/(16.53)-.5 = 26.96
Branchline No. 11 C = 100
--------~-------- A 9.8 PT 11. 84 40 SU7
----~------------
36.1=10.49(11.84)-.5 F 0.0 PE 0.00
40 36.1 1.45 T 9.8 0.11163 PF 1.09 6.99
A 5.2 PT 12.94 41 SU6
38.4=10.69(12.94)-.5 F 7.2 PE 0.00
41 74.5 1.69 1T T 12.4 0.20558 PF 2.54 10.70
PT 15.48 43 Riser Nipple Jct
K-factor for branchline no. 11 = 74.5/(15.48)-.5 = 18.94
~ --------
. .
MANRPAIR 12/12/96 8:47am
. .
Fox Fire Prevention
Sprinkler Systems Hydraulic Flow Calculati9ns
Mansker Tire Cen~er (Repair Garage)
Breme~ton, Washington
Pipe FloW' Dia Fitting Length Fr Loss Press Hyd Vel
No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes
Riser Nipple (Top of RN =Branchline 9 + Branchline 11) C = 100
======= K=38.71=19.77+18.94 A 3.6 PT 15.48 43 BL9 + BL11
152.3=38.71(15.48)-.5 F 8.7 PE 1.55 (EL= 3.58 ft)
43 152.3 2.15 1T T 12.3 0.23455 PF 2.89 13.41
PT 19.92 44 Bot of R.nip
K-factor for riser nipple = 152.3/(19.92)-.5 = 34.12
- ---- --
. .
MANRPAIR 12/12/96 8:47am
. .'
Fox Fire Prevention
Sprinkler Systems Hydraulic Flow Calculations
Mansker Tire Center (Repair Garage)
Bremerton, Washington
Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel
No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes
Cross main A C = 100
..,-.------ K=35.85=23.72+12.13 A 11.0 PT 18.48 44 BL1+.6667*BL2
-------
154.1=35.85(18.48)~.5 F 0.0 PE 0.00
44 154.:1. 4.26 T 11. 0 0.00866 PF 0.10 3.47
K=35.85=23.72+12.13 A 13.0 PT 18.58 45 BL1+.6667*BL2
154.5=35.85(18.58)~.5 F 0.0 PE 0.00
45 308.7 4.26 T 13.0 0.03129 PF 0.41 6.95
K=29.79=23.73+6.06 A 41.9 PT 18.98 46 BL1+.3333*BL2
129.8=29.79(18.98)~.5 F 38.~ FE 0.00
46 438.5 4.26 6VE T 80.2 0.05991 PF 4.81 9.87
PT 23.79 47 Bulk Jct;
K-factor for Cross main A = 438.5/(23.79)~.5 = 89.90
Cross main B C = 100
------------ A 8.0 PT 18.58 47 RN#35
----...,..-------
126.5=29.35(18.58)~.5 F 0.0 PE 0.00
47 ~26.5 4.26 T 8.0 0.00601 PF 0.05 2.85
A 8.0 PT 18.63 48 RN#35
126.7=29.35(18.63)~.5 F 0.0 PE 0.00
48 253.2 4.26 T 8.0 0.02169 PF 0.17 5.70
A 8.0 PT 18.80 49 RN#35
127.3=29.35(18.80)~.5 F 0.0 PE 0.00
49 380.4 4.26 or 8.0 0.04607 PF 0.37 8.56
A 36.5 PT 19.17 50 .6*RN7
77.1=17.61(19.17)~.5 F 15.0 PE 0.00
50 457.5 4.26 1VT T 51. 5 0.06481 PF 3.34 10.30
PT 22.51 60 Cross main Jct
K-factor for Cross main B = 457.5/(22.51)~.5 = 96.43
Clockwise (K-Factor @ split=96.43 from CMB) C = 100
--------- A 10.0 PT 22.51 60 Split Point
-'--------
F 0.0 PE 0.00
60 378.5 4.26 T 10.0 0.04563 PF 0.46 8.52
PT 22.97 61 Loop Jct
'" '<I { ...
MANRPAIR 12/12/96 8:47am
. ,.
Fox Fire Prevention
Sprinkler Systems Hydraulic Flow Calculations
Mansker Tire Center (Repair Garage)
Bremerton, Washington
Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel
No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes
Counter-Clockwise (K-Factor @ split=96.43 from CMB) C = 100
-~--------------- A 22.5 PT 22.51 60 Split Point
-----------------
F 6.4 PE 0.00
59 79.0 4.26 1VE T 28.9 0.00252 PF 0.07 1. 78
A 8.0 PT 22.58 59
F 0.0 PE 0.00
58 79.0 4.26 T 8.0 0.00252 PF 0.02 1. 78
A 8.5 PT 22.60 58
F 0.0 PE 0.00
57 79.0 4.26 T 8.5 0.00252 PF 0.02 1. 78
A 9.0 PT 22.62 57
F 0.0 PE 0.00
56 79.0 4.26 T 9.0 0.00252 PF 0.02 1. 78
A 49.7 PT 22.65 56
F 34.2 PE 0.00
55 79.0 4.26 3VE 1VT T 83.9 0.00252 PF 0.21 1. 78
A 9.0 PT 22.86 55
F 0.0 PE 0.00
54 79.0 4,26 T 9.0 0.00252 PF 0.02 1. 78
A 8.5 PT 22.88 54
F 0.0 PE 0.00
53 79.0 4.26 T 8.5 0.00252 PF 0.02 1. 78
A 8.0 PT 22.90 53
F 0.0 PE 0.00
52 79.0 4.26 T 8.0 0.00252 PF 0.02 1. 78
A 2.5 PT 22.92 52
F 15.0 PE 0.00
51 79.0 4.26 1VT T 17.5 0.00252 PF 0.04 1. 78
PT 22.97 61 Loop Jet
(Balance Accuracy = 22.97 - 22.97 = 0.00)
I -
'1 .' ~ ..
MANRPAIR 12/12/96 8:47am
.. .
Fox Fi+e Prevention
Sprinkler System$ Hydraulic Flow Ca~culations
Mansker Tire Center (Repair Garage)
Bremerton, Washington
Pipe Flow Dia Fitting . Length Fr Loss Press Hyd Vel
No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes
Bulk C = 100
:;:::==::: A 24.6 PT 22.97 61 Loop Jct
457.5=95.47(22.97)~.5 F 18.0 PE 0.00
61 457.5 6.36 2VE ,T 42.6 0.00923 PF 0.39 4.62
PT 23.36 62 Top of Riser
Riser C = 100
----- A 8.0 PT 23.36 62 Top of Riser
-----
F 0.0 PE 3.46 (EL= 8.00 ft)
62 457.5 6.36 T 8.0 0.00923 PF 0.07 4.62
A 3.5 PT 26.90 63 ** C : 120 **
F 31.4 PE 1.52 (EL: 3.50 ft)
63 457.5 6.36 lVE 1DPV T 34.9 0.00658 PF 0.23 4.62
A 1.5 PT 28.64 64
F 12.6 PE 0.43 (EL= 1.00 ft)
64 457.5 6.36 1VE lE11 T 14.1 0.00658 PF 1.51 4.62 lBl1 : 1. 42#
PT 30.58 65 B.O.R.
Under ground C = 140
============ A 100.0 PT 30.58 65 B.O.R.
F 55.0 PE 0.22 (EL: 0.50 ft)
65 457.5 8.27 lUE 2UEE T 155.0 0.00137 PF O~21 2.73
1UTl 1GV A 0.0 PT 31.01 66
250.0 gpm = Hose F 0.0 PE 0.00
66 707.5 8.27 T 0.0 0.00000 PF 0.00 4.23
PT 31. 01 67 Supply Jct
Available flow at 31.01 psi is 3759.1 gpm which is 3051.6 gpm from curve.
Supply pressure available with 707.5 gpm flowing is 45.32 psi,
thus system requirement is 14.31 psi below pup~ly curve. (31.6%)
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APPLICANT: DOWNER IZ1. CONTRACfOR D OTHER:
SITE ADDRESS: COUNTY ASSESSOR PARCEL #:
OWNER: ADDRESS:
CONTRACfOR: JlIItf#nI f 1:i(~ ADDRESS:
CONTRACfOR LICENSE # IUJJremt I+' d ~??If) EXPIRATION DATE:
CONT ACf PERSON: CONTACfPHONE# bCf'cS' 5606
DSFR o DUPLEX D MULTI-FAMILY ro BUSINESS o OTHE~:
D SIGN D DEMO D MOVE BLDG. D MOBILE o GRADING(yds):
o NEW 0 REPAIR 0 REMODEL 0 ADDITION 0 OTHER,_]jfttlW rg J:
INTENDED USE, ZONING CLASSIF~f. TION, COUNC91mfl"1997 IT
NATURE OF WORK PROPOSED: f7 Y '-f' /J/tfPfrVl &1fl/...e11lAJ BREMERTON
BUILDING 'DEPARTMENT
SQUARE FOOTAGE: Dwelling: Garage: Decks:
,.:.:':{::::t::YALttAn(}N::.:m::\ .::::: :::t:.J!tA.N:JtFNl~~:F&~:~ ~~::~:~~~~~~~~~:;r~~:{~::r:;$OO~Wlt(;i$::::::::i :tl;;:::::t'r:Ort1~:l$ltS:::::::::::.
$ $ $ ENERGY: $50.00 $
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 extend the time for action by the applicant for a
period not exceeding 180 days on request by the applicant showing that circumstances beyond the control of the
applicant have prevented action from being taken. No application shall be extended more than /:' In order to
renew action on an application after expiration, the applicant shall resubmit plans and E new plan review fee.
APPLICANT'S SIGNATURE: DATE:
I
---.--------.------- --- ------;-------,---~~-,-----~ ----
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Permit NO: '96:""0741.,Appl :i.cant: SOUND BL.DG SYSTEMS'
St at us: PEND:[ N{l Addn:';~:ls: ;::~40 Bf~UENN AVE .
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:. Ci:dculatf..Hj. FeBs::::,<:nO,,4], . Total FEles,: t.~,:3:30.47:
; AdditionaIFBes: '20.00 Paymcint~:'7~0~04:
~, . Tot~l Fees:' 2,330,,47 Balance:l,SBO.43:
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: 1 ~:~OO MFCI'''IANI CAL PErmIT FEES, - , : ' I
,: t~IQO PI..J..IMB I NG PEHM IT' FfiJ:::.S :.
: 1'700 BLDG ,RE I NSPECT I ON FEES: I~
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" ,'1. B50: HYDf~ANT 1:~Ef:l.,ECTClI~S ;;~o ,,00 t.~O ,,00: ~, I
, : ;~O()O~FA'rE OFWA sUHcHAI:~m:: 4 ,,~:)() 4 .!50:
::' .201.0 P'r::f<MIT ~:aJHCHAf~{~E .~LO() , ' 5 "O():
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FOX FIRE PREVENTION, INC. [1J~UUrn:OO @!F urn1~~~[J0{]Ouu~[L
P.O. Box 594
PORT ORCHARQ. WASHINGTON 98366
DATE I JOB NO. c:y c:}'
\1-\l..1~ (c..-\~
871-1985 623-2993 ATTENTION
TO CJ7j ar ~IA~ RE, fJ(AN?~'"l\~ ~
~lb~ b€.IT, 1"0 t=:><<.u.~\..l.~ A.~'f.-
~tIc 4-1lI ~ ~~ I Wk
~~~i ~A. 4ZJ?\O
> WE ARE SENDI~G YOU ~ttached 0 Under separate cover via the following items:
~ShoP drawings 0 Prints 0 Plans 0 Samples 0 Specifications
o Copy of letter 0 Change order 0
COPIES DATE NO. DESCRIPTION
(, I~-~ -C\Cr Ie0Z ti.e~~
1-- J- ~ n~\'U&l:TI~ ,;
,,~~~:~~~~~~}~.
C';' - "2 tr:.Ji2 n WI rc? ~
~~ '"'' ~~81-.)S O'_~,"~: J_
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l " 11,\7 -'110 '"&llUl43&~ieAUI\ ~ITu'C.M\'~ C:~13 199R
;...~
?;t BRf"'FIHOtll
_"~~'i BUILDING DEPARTMENl
iI;"t' <Ji>
THESE ARE TRANSMITTED as checked below: ~.
~r approval 0 APprov~ as submitted 0 Resubmit_copies for approval
o For your use 0 Approved as noted 0 Submit_copies for distribution
> 0 As requested 0 Return~ for corrections ?eturn---4-corrected prints
o For review and comment 0 .. - ,,'''''''''~lI
,,-,....-
o FOR BIDS DUE ,.,.,.(,p:... 'c~ 1,9~': 0 PRINTS RETURNED AFTER LOAN TO US
. REMARKS'~~
~;;..".
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@P:'~-..,"'_eo- SIGNm ~ ~'l'~~ ...........
PRODUCT 240 (NEfBS/ 1",-, G_, M... 01471. It enclosures are not as noted. kindly notify us at once.
I...li
NOTICE J
-ob '" ____ <_ =~
Fire suppression system is being designed by l!v1 H f\.)j }<(' c)L
Fox Fire Prevention Inc. (871-1985) lAW NFPA 13,
and will be submitted upon com,Pletion. /
/.JIH, /fu 0\/
U-A-J ~G' cV 1-;) -' ( 3 -' 1/0
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. ~:, .;;, ;,~ ' ' St ~, PE,ND IN!~
P~Y(:~~;lINC'li 1624CHA",b6f.1'-'20QO ,/lt~~pI ied~ li.l1J?/1996:
\ " ~ '<' .,', ,',\, , " ','~'ii:;lB!lf'I#d~, '
Ar:~')ltparttr SOUND 'f:~J)(:i SYS1'F;MS , , ., ,~i!f.:ri.'rf:m:( "
'," . "'cl"" PO, /;30); 17HIGNGS10N ~JA()rYt~a46 , \<i',:( ,'" , '
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.... ...< . ".. .: " ,....* '. '., " . w\'m~r, f!~~~)j~~" .' .'.' . ,.' .~:(I:. " IQ'~" r'f~r.'mlt,.i'af~:. ..' 'b;i? i.;p;'*'~r'):
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.... .," "'F?~.~,,!:.:~~~~. ri~?u, ",,),;4d.c>.'...rtJuc,..,.......,:.;,.,.,X.l' . " .
.'. ..~Vf..it~i'P't.f'~"V1,S ,1t1~~iJ~,~Il~. ..,' ..,.."'..
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'". , n. 1 H', ~ _, ' I, I"~, ~"" _.. '
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. ' .,' *** ,j( .' ,)I!**,)l)*\I(,**,~*,)(********,*iJ(,**,)(,~*,l**~*>)(!lf~,:**~~'*'~~**~,*~~*:~***,
,,,.;:, ~. -:: <:1., _ I', '",~ , " , ,.' ' ~. ", t" . ,_""," . ' , ._ , ,'. _" .'" _ " ,'_ 1 " .~, '"
:\:.t~f~,per;#Ht.i1Il \, beCtllflenu:U :afld void H. the building orwork.1iluthothed by this j;lerll1it J$lr:l€)tc;eiin~.ij."ed.'l!tf;lh~ri .'
'.. :t:6(h1~~Effromt;he~tt' Of$HCh pe:tlfl'it 1 orJf this buih:lif,1g or.werk authorf.r.ed hygUc/1perlYi1t.i$.gu~~;bt,
:,;'i\~~~lildtl,~~"atany 'timeafteir the wOrk i.S commenced foy:aperhldof l$() days. ,>',"" ::. '. '
- .1',..:: ,~. .'", t ~,_ .'" ," _ "(, ' , " ' , , ~-. _,' ,_'. ".,"~,,: ',t,"-~::'~. .","
: ij)'l1 I Cw. ""!~iti,trn!i'tesPor\!1bnityof the permit hold!~r . not the CHyof Breme'fton or BIJf1ding O~ficfa~"~to;"$a~".
;.;,'<!t~;H.th~t:r~~lrtdi')spe9t,fi.tn~ arremaqe. Ti)epermit holderMLwt ooti'fy the Building Qffidt!llwh~l1 readyfdr '
"i:hit:l~ti'Qt!e,. ;F;Ulur~l)fthepennit hQld~rtonotHy tha BuUdirlQ Offlctalof ret1uired ins,pecHonsrilaYretiu:)\: .
,\::ilfR'.~be~~.6ppage or ,tne 140rkuntU such time that the permithalder c:ansu!:litantiate to .the bUUding"offJeffiL"
. :'),hat:tfie'eoneealed'worknleeb or (!xc~cla codai requh"ementa, Any d~moHt1Qn. tl!1s~tn9~~orfi.!!la'f'lciaLb\:lfoorililh~ri
';, ,. bE:>borl'll!l<.lirec~:ly b,y;'the ~fIl11~lIfllder . Faill.lfetClS\lostantiate code requlr8mantS\liU 1 indentn! iy the 'r.:Hy ";, ,:'
,.'a'g~insta,n~ arlt:l'allresPol':llifitlHit.y or' liabiHtrcolWlfilcted with the, construction. ' i
' ,C", I' ",' _, ., _ ;"" .\'. ," ,_ _,' ,. " , .
~,t,;;'her~b*\:ca::tJ:fi~t~t 'f n~a.raad','al1d eXiillltn~'(' ;ttd,$ perfltit" and know t~te',S(ime.,t,o'~e' tr~";and'f;br~!,et.,,."~fl,,:,
, . ,RT'l!l\.!lf.ilbn$:tlfl!'lJllsanrl C1Tchnanl::;!lli governing thtetype ,Qf'Wr.H~k wut becofllPU~d vHthwhethlllr specrfied' '~~ll'eill
.!~r nQt~: rhe!nin~fngofi~1etidf d~i ~Qt pre$wmeto (41ve F.llJtho'flty tt) viola,ttp Of .ba~l.tl1~pr:oVis,to~ of'
r\,~nY Q,t~ef,a.t~t'a ;I)r l~al: .lI!Wf~i~u:lat,lTl9 COl'lStructl0I1L1l" thI3P~r:armancei6fbQn*tructtion.. .,:,' ::, '.' ,.", , ,
L," ' ..,' , , '"
f: ,I' ~e'rt "t~at' I Mel(etll~'fr~' the r~~lr$nfJrIUi of ,tr\"~tah e~mti'~ctor .~fe9i$t:fati~)rt,la~,uhdeI' "
L $ef.i:tit'm ~Ch~~$r'i26~hiWi'U)f J~67~ . .~. '" ' ", " " . ",' ,
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f -0 r -CJCJ, ',,- ,..J VvV"'''' vv r~ ~J' . r ......'1l'rem:se kenH icahonrequlfl".l.O r
and EMC standards, 6 inch minimy;n. ..
A S +0 {' z. ~,d (). /J~5 ,H,.Ydran,is requ!~e Sior; adaFt~rs in i;". -,' 1.(,...J2.....,
L ~,. . ' i' _' 0' , , ,I,. '~ ac.cor~lfnce wI,in BMC sta.ndards. > J n ;,..L _ \
fire extinguisher plan wi!! be ,. r '. " ' y::., ~~\
required with this p'rojed, to I . ... . .,
comply Wi~1't UfC s1anda.rds" .. ": . \
, " ;
fIre protedion systems mllJst cq\'t1ply I
I \ with lJfC. NFPAj ~laC, ~nd,BMf.. ,
~ _f1fandards. Plun rev~w r~qtJJt'lfi~: ! :..' ,. ' '
" . , ,'~, 'i' .
K~oxbo){,u key lock box req~iretA fCj'L.... ,,"-:- c9 . ."- ..r:'~, ~~ rvt 0",'1' ,.
\,~ lJfC and BMC stando'l'ds., '. y~ VVl, V\-VC\....7r-eJ,.,.. ", lr'\.
.; , '~'" ,",
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I, I 'Acc:;l~s ro::ds and working hydr:an'lt "( r " ,\
LJ2 " snul! be l.lslolled pric r to ,any
r ~onst,rucllon abo\le th~ .foundCltiQ~ ' '
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--
PUBLIC WORKS AND UTILITIES
100 Oyster Bay Avenue N. . Bremerton, WA 98312 . (360) 478-5920 . FAX (360) 478-5360
MEMOR~DUM
DATE: December 18, 1996
TO: Valarie Linder, Building Development Specialist
FROM: Pat Jacobsen, Cross Connection Control Specialist Q9--
SUBJECT: Plan Review - Mansker Tire Center Fire Sprinkler System - Permit # 96-0741
****************************************
Valarie,
Initial review of the plans as submitted will require the foDowing:
AD fire sprinkler system connections to be made downstream of the approved double detector
check valve assembly.
This facility will require inspection before occupancy.
For additional information, please caD Pat Jacobsen at 478-5927.
NOTE! All approved bacIdlow assemblies must be on the current Washington State
Department of Health Approved Assembly List and must be tested at the time of installation,
whenever moved or serviced, and annually. Tests must be performed by a certified Washington
State BacIdlow Assembly Tester. Test reports must be sent to Bremerton Public Works &
Utilities, Attn: Cross Connection Control, 100 Oyster Bay Ave., Bremerton, W A 98312.
* Equal Opportunity Employer *
,~-~- -- '''~;--k~:-;--'<-~ -~,'--;"- '-;-~i'~ -r---~,,--_.' ,.........~~,~M_ ~ -~-",.,..,......,...--~ .,..~.....,..,",,". ,~ .,--....--.- _,,, ~<-.---~ --'~'''''-'^~'_'-~'~,~ ~ ~.-
:= "
BREMERTON PERMIT CENTER
286 4th Stn:~et 11' er'emerton~ ~PJ 9833.7
Phone: (::?60) 4.78-5275 FAX: (:.,60) 478-5278
,. BUILDING PERMIT
'. ,Job Add'!' ~ ?40 tlFHJF:NN AVF P!~'f'm j t No:: 96"::0741
J ., "," "., "" ~, < , ,_,.. ".. '''.
" L.OCi:fC :u:m ~ ;MO 131i(UI:::,NN AVI::. ~.';lt f.d; LAB ::PI:;:,NIJ I Nb
~ Parcel No: 1624014-068-2000 A~plie~~ 11/19/1996
t Issued:
I Applicant:: SOUND 131..on SYSTT::MS ::16()'''';'~97"'nI7 Exptrea::
! ";,, ')'::ICl 'j'I:::'t,':'f::'t::'I:lCI")N f::H::'A. ("'j"l f;)I") K']' Nr.:'C"T.("J~1 t jo ':IFj'::l4,f:
[ ." J ,,,,',, ,; .. "..f I, \ "H, ")[,,,, ", \" . ,..,..l f . 1'1 ,111"1 7" ,,, ,J
~ Owner: MANSKER GARY
[ 1';,'1; I:!)A" v <::'''1'' 1::l{.'lfYI" (''If''-''''''IA,,f''l[') WA" (,':'(:>>::l',:
! '" ,,,,. b "J I ,J ,,'I ",c." " ' 7I.,h" t;, f,,;
[ r' ""I" '.. .,j., , <"'("lINI'" I}l "){'" f"y "''''T'Mf'' ""It) "~i:~'J- '1''''111 'I" jl,. i"'"'''J'NI''I"},,,.,.,j''!''NI''' /,'",,, 1" '0",
l \...' U [) , Y d c: \, (J r: ~:I.J, ..) "; J, :J .::1 ,::; I ,:", .,) ,3 ':H" ..... l:, '!. "" ...' I "" t: 11'.. ,AI L ) '~;::H.;.::I,;I r" ,::, !" p " ","" f " f
r ?j?~IO J'.I=I=I:f=I~C(')N f:lf~A("'I~ I~!' K"I'N(~~Tr)N ~11 U00~~
l Sllhcontr~ ',,,,,,,..!.) , ".\",;.~' ,) ",.nt" "["'j tt..h)'HJ
IJ.",,: MANSKI.R TiRl' CFNTFR :- (.CC S P R . ,\),J/ L.fiI2--.
~*~*~***~*****~*******~*****~~***~*****~***~*************************'J~********************
V'., J ".'" i ,." ,:""";-"!iJ,\i~'ll!{'".":,-,,, .1.. I"" ,(, ",G" , 1 j t~. "~ O()'r'" ,("., 'I "'.. I ' I" 'I" "I I'" ", " ' '''I 1 ""'('1 '''I''',
" l:i.Udt,U"li1 >'*':"':0:""""".I"'~'~'(lTl,:k,~.."r:,bh,,,,.. "p",J,','),,'1. (J,d" L,fLCU"d,t.:.C "t,:~b" ;::,p,,/,'../I::,
l "',11 f:. Uj(') (')"\ l( l"))" T' f"'1 "",IU.:nt'"''H''' "7'''''' ('4 A'j"J! 'I"" CT' ,.'1 1""",,'1<'" ''''(') ()()
t A.:".~)~I!!'("ll,IW'.' r' ,c:il j.~{lfi;:,Lr\"t',.;:,(':...\,,',~n ,1,.)\,11\,1" "'Lt..! fl,.J\d.., l"'(~~',(':'#\.~}!l A::., II ,
~ l( ("j'I" t' "W' '."" "'~" " ''', l L '7" "'j '1' " j"" I I') ",' ! ,', 1"""", "1 1 Or) 7' ,..,
t. "", l(.~, "'t:,.b,:,, .::,!;:><:>.. C ,O,d" 'b'fm.l.(. ,"(:.b.. ,::,~"'1,,, ,':.
I. . H********************************************************************************************
. MECHANICAL/PLUMBING FIXTURE:S--
.., /1JJ n t
d,3 81 () '8;~D G"~"~y~,,t.ZJLci,,, ( i Cc;, (:) U tcJLcc-C;CJl S'}/\
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~C*C... **1*~..;.*L J.*';*'j'.~**********...*....~....*.............*.....*.......!\II.._
This permit shall beconw null. and void if the buildin~1 or work llutht:Jdzed by this permit isnotcommencedwtthirl:
180 days from the. date of such permit, or if this building or work authorized by such permit is suspend~d or
abandoned at any time after the work is commenced for a period ofiS0 days, '
NOTICE"" It is the responsibility of the permit holder, not the City of Elremerton or Building Official to see
to it that required inspections are made. The permit holder must notify the Building Official when ready f()r
inspections. Failure of the permit holder to notify the 8uilding Official of requl.red inspections may result
, in the stoppage of the work until such time that the permit holder can substantl.ate to the buildi.ng official
that the cancea led work mf.!fJts .01' eXCe€Jt1s code requi. remtmts. Any demolH ion, test i ng, or fi nanci al !Jurden shall
be borne di.relctly by the permit hold~;r. Failure to substantiat~~ code requirements--will indemnify the City
agi.!inst any and all re~lponsibility or HabUity connected with the clJnstruction,
l:herebybertify that r havel read.and eXi:lmlnt:ld this permit and know the (iame to be true and correct. All
provisiol'lsclf laws and ordinances governing thhl type of work wi 11 becompUed with whether sped fied heH:lin I
or not. The granting of a permit does not presume to give authority to vi(JlatE~ or cancel the provisions of .
any oth€~rstate or local law regulating construction or the performance of construction,
Signa t u Y' e : .~"_T1I."I"'~'_II."~"'_oml""''''''_'''''JI''''''''_~Il''''U''''''''''>lIIlIl;l'l1m)''''''''''III''-'''''''''''_~'II(/>__....JlIll'lllI""'l\I"I"'~\ljIl""'1lII1_\Ufl'IIl'''''''_'''''_llllI1;In Da t e : <ll::lIIl'llll'l\lIIn='IRl'-__cm=-im:"';'lI:rUll'l_==_=:llIl~Il:t,(lml\ltlll0l:1I:l\l,\lI::lIli""'0Ijj:~
I certify that I r~m exempt from the requirements e)f the state contractor's registration law~ under
Sect ion :3 , Chapter 1.26, laL~s of 1%7.
S:l gnatuY'!?: ____......_____'__'.._""____"""__g_" __"",_..__,_",,___,___...,,.._,,"__ Dat e: ___..__.._"..__,.._.:...._.__..:_"-_____.._"._"..,.
'~,~.;(..lI:(l(..**.**.*~HHt***,lI:**,X,i(,.X,*If,**,* ,. ' . . .u,41 .,.... .A""
l)'~;''''''m': ,I" ("""T'\""""'("""."'A") ""''')V,:;,(.:l r:l", 1")""1"'''' 1'7.- I II /:L ~ ('Vt"-.. ( (
1,:,.0 f ,I~} "....', ~J '1J .' ,r \_ \" \,.. ,J L 11 C", ,f ...,# II II ., !to 1
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BREMERTUN_~R A L~ ~
4th st ~ t~re.mt';!r"tlln If klA 9(J;3~~O'
, ,&., , ) or' .... 'v f ''>.t ~,) ,i "'4..~ Ii""') ":".c'
P,tCJlfU'!!i!r: { rr>f,i\: (, .:~"'{.1tO ' "\!,,,"'Q'".,;(~,;?{;"
au I tn t NG PE:RM:l "f'
:Job Addr BI:'{UFNN f~vr l'er'lid t No: i
I ,Oi;:i:lt tm'p Hl~lll;::NN AVE stat;uH'~ PENIHN1~
P~UCf,!~J NtH 1~,24,014"w06.Et.,,~~O{)O APpl h~d: l :l/19/J~')(NI
H7f~I,H~d;
Apptl.cf.mt~ SOHNI) HIJXi SYSrFM:~ 1,7 t:xpin~'S~
i')~ ':,\:~~(,~ 'rt:'I:::I:~I~:'l~}f,.'f'IM 1,'Il~>!,I"'I"1 1"1) 1<"'I,"'j"'o'Y'ON IJ~ GtP~Ue
[, 1- ~ ~. ,J~, "~I \'.. [ _['\.,11.. r. ..)f..dt., '<; I' 4 n.':!,,; ! _.. \>\WI. '/'" '"I- "
I OWrll!.tf ~ l"lAN~';f\ER t:~Af~Y
'. t ?hf. BrW ST p:or~r OF~CI10)Rn WA
! f""'''''' ~,,.,,,,,,I, ,""\;',. ;;:l'lllt"l" I~' f)';' 'l'f:'M!7' 'I J ,". J!. ~;'1'1",k~I"i1;>!::'I"!!.' 1',1"...1('\ ',~ ,t I,
~,~l""J tJ~ f f'~'i#';1 ~...H iili t.,) It ,l'tf ,,-I .:n".i -f,,~ A-I~) t ''"< l'\,... ,.. ~ ~,;}t'i 'JPL,/O,"-..;}\J"'lhJll''\I(- if:;1:( t
I . :n ~n:rF'n:HgON HI'I~CH RD KJNf:~~n(;lN WA (re:~46
~ SubcontY': ~ 5 0 .1\ \." .
I n"a<:' MANSKER flRE CfNTm \- rc t . - (L \ JU - <\ L 2: e
:'**,~,~****~ *~*i1t**~/l!*~*,w*,j{*:)( ',****.l!( IT*** :X:':W:;HH(.*\lBHif*1f~,tt :If;)t'l* *****ilHH~'"HHf,)lH'l '***:lH\"~*******'l1dl!!J~*~"~*),O~)(':K*:lHE****
vah.tI~t;t()n * Pt~Y'mtt ~ t*t~:,i~~"S~O rfjt;;~t Calculiit(~d I;'~I'~~ 2,1;0,
:;:~H)I,4,flO,n{)oD ~ Phm Cht;;Gk, ~ ,04 Ad(.HU, or,H::d ~ ;)0.00 . )
~~ '& \ 00'!d. I')'"~ I~f"~' l""""(i\<~. "It ~ rP '1"1"1:'" 1 l'>>"~",,,,,," t . "~ \ ,:1/')
,- ,,0, " 0 '. '. t'''', ," tlf\'l,,~"'~ r"~'~~.~':t~'1I' , ,t,i,\;:t";),:, .:;~ 'i>\.. ~~iA"f} '~'...t Ut," _ tl , t"'::t:t, l\, '^' ,.' ~',
*' *,~i*~*~**f~*'****~**Iil.:il'i ******* *~'****'If*tpl*****:li!,~#.*.l(,'*1I:*'********:ii\~'~~'**\l\I***?(-***;H!**#**~*******:l)('ilf
'I: ','
.' MECHANIC~!PLlJt1S1NG FIXTURES,...
"" ,..., 'l:;: Jf' "') ,( 11_ 7"\. I). -:' I() , ,ll '---., .
.-~...) ..;J (} t<.. '; ., g:;r , 't;:;L ~_( (0,", VI ~ c;(jYl ,J\'\';,YI
""'.'/D1l4L ' '\ ,Vv J.
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L/ - '- /;..'/:::,<;: II, v,. 1/"7fl//~, 1 r 'I;/~'
./ I / _ - '\ /, I' I 1/ ~/', { ,/ ) .,'1 i
! , . *,''' ~"M' ' .**.( ..'it.... ".J.~ ~ .:J.~.... ..~.*.ri _....,,"~ ...11.1<.. ~*".M...j..""..~.';iI~~..., ,
f ThIS permit shall become null and void if the blJlh:l!l'19 (.:if work authcl'rhfl!d by tIns perlllit 1~ not co_nce.id witflw
180 days from the date .of !l!u~h perl'flit, or if thh building or work authtlrhed by such permit is iSUspendr:o
abam:looot-at an)' tilOO after the wClrk is cOMlIlenCt1d f{H' is pedod of HiO days.. I
. I
MOnCE - It is the '(e$~rl$lbi lity of too permit ht11der j not the City or f~n~llIer'ton or BLd ldirlg Official tl:) eee j
tl) a that reqlrired in~~~ctitlnf:l are oode. The permit holdlW muat notify the BuHdhl9 OffIcial when J'eady for
~nsrJeotions, Fa1~ure of the permit hl:>ld:Y. 'to notify the ~uilding Official of: requi"('eU i.napat1~:iO~$maY .result. I
.tll the illtoppage Qf the work until wa1::h tlme th~)t the permlt holden' cafl $ubetantiate to the blllld!ng onit:ia.l
that the concealed ~lork meets cr ,.XCOOd!il CO?e H!quirement.!i. ,Afll' demciUtiol'l, taatinjil,.or flmmdal bl..l'rden shall I
be borne diret:tly by t.he at holder, FI:nlure to t'lubstal'ltlate code requirements will indelllnH:v the City
~" lilg51.mllt any and aU re13 . Hit)! or Hl1hility connected \I~ith the cOlillrtt'tlction'l
1 he~aby certify t~I have read and I.!J(ardned Hils pet~it 111m kl'KiW the l1li!lIlEl to be tnl8 and correct, All .1
prOVHiicTIIl elf l~w* and crrdirial'lClS:lS 9QVE!l"I\ing this tYPt1J of work 14111 be compHtt!with whether~Pillr.:Hied herein
or not , The granting ()(a permit dt1tiS not pr1'i:aU"I\~ to gilnl ,':1Uthl)dty to violate or cancel the pr(Wisiofll~ l)f
any.other atatl!i. or local law rf.!~;!tllating com~trLlctj.tm or the Plllrfor~!'lce of c:onstnj;(';t1on.
I
JoertHy that: 11)l!l exall'lPt from thl;1l Y'llltlUiremel'ltlll of the contret::t()!"S reg18tratl!)l'\ law, Under!
Secticm 3, (:h8~jter 12(" la\1l~ or 1967" 1
S i lilMture: ,,,,_,,,."",,_,~_.,.,_,_.,_,___,__,__,,," ,_,.._,__.._,_,.,,__,"'~ "",.~,,~,__.._,__,..'__.. Oat ~: ,..,~~..,.'__.,,_~;.____..,_"'''''_,_..,_,......_.,,_'"'_ , 'j
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~ p~rrmH Clt')nter"."'APi:rfOVI::~d ~3y:, ",', "., :,;, ''',.. " '" ,,'"
...." ,
c . '"
CITY OF BREMERTON
BUILDING DEPARTMENT
(96-155)
PERMIT APPLICATION
DATE: November 26, 1996 TO BE COMPLETED BY: December 15, 1996
GARY MANSKER SOUND BUILDING SYSTEMS
OWNER CONTRACTOR
240 BRUENN AVE
LOCATION OF JOB
FOR: NEW BUILDING
ENGINEERING COMMENTS REVIEWED BY IV t...
APPROVED --DL (2 - '3 - e:z ~
DENIED -
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P/Zdf'~ UIUE Aff?f0x-( rnA TfUr' t F5'2f U15~r or flit;.
fEwEe. lArs (ZA<- AS. 5~ 6U (tie rL.4LlS:
--
-
-
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PERMIT
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:Job {\ddf: ;MO nmJENN At)F (~U:rt DING PEJ~MJ T Pe'rmH: No: ~rbMO?41
I) '" ,'.. i 'I" '"':14 (l BI':{t IrNN AVr ~3tjlhJ~~ ~ PEND (Ntl
"I, {"aI., ,I, I" ,",'" , ,~. ,:,
p[~y Nc) e J 6;;1't101 4'~O~,a"..;(OO() App h E'jd ~ ] U j 9/1
t fiUiH.mf1 :
Apf' 1 i.l~i!mt, ~ Sn!JND HJ ,DO ~!lYSn~MS Fxpl n':YIR:
PO BOX 118 K J NGS'f ON wt; O~~fi~.~:M6
Ownl!~r ~ MfljtiSI<m~
! ] ~::~] 6. nf'W ST ptJRT nF1Cr'lf~RD 1,J.A
e!':lntri~GtC;j'r~ S10!JND B1J)C~ :~M,O"S9B.'5S!fL 't e ~ ~ SOUM)~$SOS,~JNP r)q:.n H/l.
I
PO BOX] 7€1
Subcnrrt r :
, 'n~!lSf~~ MANSKFH 'llf<l; t':FI"f1FH
:~***.~**.lit*'**;I1I,~.**,it*~,***'**14}~HI~******:lt ***;\('t.'*,I(>'~~Ht*~*******'f***,jH1 'If,)/:,)f?HH~****,)f*'~**'lil**;***'~ JIt.itW{IIl***l'BHI ,~**./\,
\hl hurl, f on * Pi'~nlii t , ! ,1. ,lj.'() Total Cf:ll.ClJ t;o1:1~d Fi:m~ \,9J.:L44,
"
~;116 .4fJO .00 'Ji' Phm ChE'Jck ~ :?:,yO > 04 (~dd:1 t; 1. (IV It"; :l F e€'1~ : ..()I)
* Ot rm\f' ; 't ., Tot/'ll Pl";)fl'llH Fl:~e; t ,91.;3,
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MEeHAN I CALlPlJJMH 1~ F IXnJRES~'"''
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This permit sh.:ill beco!ll6 111.111 and void if the buHdin(J or work atith(rd~1,d by this p~lrl!lit is tv;,t I"XlmIlleI'iCf.)rj I\lithin !
.ISO clays from. t.he dat$ such P$l'llllt, ('I'!' if this buUdiil90f work tuthod:~ed by &uch permit 1e !iJU$fJl':'1nded ()f'
abandr.med at arlY Hm~ after the work ia COltltlllimced ror a pe'dod of 180 daye~.
1
the re~)n$,ibility of thl!! r.ramit hoh,lr:rr 8 not toe City of Bnemertcill or Bul1dil1Q Official to ~~ee :
NOTICE '" It j
to it that required inspections are made" The permit~)ldermtlt,t notify th!~ f:iLdlding Official whrmreJjcly ferr
il'i$ptJ}etiona, Fat h.lre the pf:l'rmU holder to ootHy the auHdhwJ Offiichl elf n!qtlin~d i!'l~pecticmli> llIay 'reeult
in the ator;lpi!ige' ofth4! liJoY'k until ~mch time that t~ pelrlllit holder can aub$hnt1ate tel the building officiml ,
'I
that t:he CC"!f!c,':ealild work meeh or e~ceeds code retluiremenU. AllY t:ll!lmQ!i t ir.m 8 te.('lt imJ, or financil~l bl.lrdf~n sha II
be borne directl)' by the permit holder. Failure to $ubstantiate cOtle requirements will indemriirr the
39ainst any and all resPQn$ibility or liability connected with the con~truction.
1 hereby celt i fy th~t t have read and examined thi$ penrd.t and knt~~ th~ sa-me tf:i be true and COy'tI:JCt. -AU
pn)vhJiOM of lat~.1!i and o~'dlnance$ ~wrning Hds type work will be complied with whett~r ~pecified herein
or l1i.1t. rhf~ granting of a permit does not pre$tlllle to give autnori to 'violate or cancel the pfovisioOi of ,
any oth(Jll" fftate (;Ii" lr.lcal la~J Y'l;:gUlaUn9 tonstt'IAc~n !:If the performal'lceof COm!ltruction, ~ I
~ ~r RW/~~('f!w~':~_."....,~~~~,.~,.._~ 0 3, r <7/- r
I cert S7>7n1~ 4 '-t JI.tc-z;:;r
that I am exempt frolll the requir~nh fJf tOil! lllhte contnctor"$. regh1tratton law, I.mdlllY'
Sfl(~t i on ct~pter 126~ laws of .
Oa.t e: >4_~"''''''''''I'U'''~'tOI\t'b'''>lf'll'",n'''''<<Il'~$W'''I,l""''IJ"#(_\'~'-,<f>\.'.l>>'''',~,,,,""",.,".....,.... I
**~***%******~************* i
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BREMERTON . PERM'I TeENTER '
286 4th street'BremertDn~ WA 98337
Phone: (360) 478-5:!75 FAX: (360) 478-5278
Job Addr: 240 8RUENN AVE BUILDING PERMIT Permit No: 9t,.,",0741
location: 240 8RUENN AVE Statu~: PENDING
Parcel No: 1624014-068-2000 Applied: 11/19/1996
Issued:
Applicant: SOUND 8lDG SYStEMS 360-598-5590 Expires:
PO 80X 178 KINGSTON WA 098346
Owner: MANSKER GARY
1216 BAY ST PORT ORCHAI:~D WA 98366
Contractor: SOUND BlDG SYSTEMS 360-598-559lic t: SOUNDBSOS5NP Exp: 8/14/97
PO BOX 178 KINGSTON WA 098346
Subc::ontr:
I
I Desc: MANSKER TIRE CENTER
I . '., '.' ..
, *********************************************************************************************
Valuation * Permit Fees: ~,1~3.~0 Total. Calc~lated Fee: 1,9\3.44
216,480.00 * Plan Check Fees: 750.04 .Additl~nal Fees: .00
* Otter Fees: 9.50 Total P~tmitFee: 1,913.44
~,~c~t~.;~x;~;~... ..........77'.......:.*j..S/iJ;.......... .... .
,\ : ( ~(j "qb / LV.;' II
. .~?.f:;;.~~f.t.~f.ii;r.d...d.~........................................
This permit shan become null and void if the building or work authorized by this "permit is not commenced within
180 days from the date of such permit, or if this building or work authorized by such permit is suspended or
abandoned at any time af~er the work Is commenced for a period of 180 days.
NOTICE - )tisth~resp0l1sibinty of the permit holder, not the City of Bremerton or Building OffiCial to see
to it that required inspections are made. The permit holder must notify the Building OffiCl.al when ready for
inspections. Failure of the permit holder to notify the Building Offidal of required inspections may result
in the stoppage of the work 'until such time that the permtt holder can substantiate to the buUding official
that the concealed work meets or .exceeds code requirements. Any demolition, testing, or financial burden shall
be borne directly 'by the permit holder. Failure to substantiate code requirements will indemnify the City
against any and all responsibility or liability connected with the construction.
I hereby certify that I have read and examined this permit and know the same to be true and correct. All
provisions of laws and ordinances governing this type of work will be complied with whether specified herein
or not. The grantIng of a permit does not presume to give authority to violate or cancel the provisions of
any other state or local law regulating constructIon or the performance of construction.
Signa t ure: _______________________________.._________..________ Oat e: _______________________________
I certify that I am exempt from the recluirements of the state contractor's registrati.on law, under
Section 3, Chapter 126, laws of 1967.
Signature: Date:
-----_.....__._-_....._-~........_---_._-,-----,--,-_.....'_.....'_..............._---,-.....-..........,... -.........-.-.--....----....................-.....-----.........,,,....................,,....
***************************
Perm:1. t Cent er"''''''''Appr oved By::. """ """"'" """""" Oat e: "",.""" ..",,,,,,., ..,'.....,"...,
-----.-.--------,
I (:.:~,,::.:.::::~:;:.:;::';:::;:::~:::::::.:i:.~,\::.:'[';'::!:::~':':':)~';.:';~.:::::.:' ,':'::::RERMH:.>.:~:flI:.ePUfJ1\TI ,"7\..;.:,: ,':.>.:,': ':":"':.:' . .' ,..:: .
I '.~'.""'~""'r'::::::':':':;~,,;,:,,;~;::~..~..:.{::;'.._......,.....~.....;:::: ..... ..... '.;.. "'...... ...... '. '. . ....~..... "'..: ... ,'. ..,
I ~:::::;:;~;;j:~;:::G;!-:af.;B~~riil~6h;:.:Wdfuh'~h~?;983.iO-:':':~.:~~~~.:pli6rig~~;:{2Q6i;'478~ 5'27' ,:.',: F.A:.X:;:."t2Q6):'478~ 5i78':: ,
I
~::':::::;::{{:::::::::n::::::::;:;::::):::::~t:1I:..~~Cil:I1:':::::.::;::::+,::,::):.:,:\::(~:: ~::i::::r:\:':;:':':'::;:::(:::::::;:":::::':::"::PLlJ'"]fB.ING .,:':,.::..,. "'.
...,........,. '"''','''' '" "'1 .' , .. ..... '".......'".. , ", '"....".. -..... ,...., ..,.... .' . '.... '
: '-':':':;";'::.:.~':;;::;;~;;::.,:::;;::::::~:::::.;::' . -' . .:.. ..4.:';';;:":.._.' :::.::.:::......~..::..:.:.. .:.;.:;.::;::.::;:;:;:.:.;'..;:::.;:;....::::.:. :''';::''':'';::.., . .:. .... .: ;''; ,.': .. ...... :::. .
APPUC~'\jT: 0 OWNER 19 CONTIt~crOR 0 OTHE.~
CO MME.:.'\iTS:
SiTE ADDRESS::;'! D Br v e.IV;v 13('~m .
OWNER; GA (\~ rn,oNS' r; t: r ADDRESS: /:;l/ & B~:J s-#~ PI. 0 rc.h;OY"J
CONTRACTOR; S ot/.-v,j {3.v l' l~ ,'",.; tj> ADDRESS:.:2-/~ '"38 Te"ff~r>o__8c~.RJ.. ~Aj~Tf1~
CONTMCrOR LICENSE # 50 v:~ b S 055/1/ F E<P!R-\TION DATI: V - 14 - q 7
OWNER PHONE # 97~ - gg3t( CONTRACTORPHONE#~9' '7 -7'51 7
.
rNQW~WWmmM~ii~~)j~ar.rmE)DE:;EQ.b1P.MEN:!.l)::w:::jii~RHMW:Ji~:FEEE:fiiJ:t:ii:PI()~@fi:Wi@@:i~%gftil?tPEOEEIX:LlJ:""EE~i@H:W$iijt:tfJHmF.EE~ii:
1 R}u\i GE I i f? I WATER CLOSE i j
, WOOD/PP T 'f:" 1 STOVE I I I BATHTUB I
I
r I GAS FDR...NACE bru~-: I I 5 I L~ YATORY I
I CON'\fERSION Bli'K.:.'jER br:l'>: i , i SHOWE..~ i
I i
i u""0l1T HEA.TE..'<. bru'>: I I ! KITCHL'i SINK I
I ,
I BOILER br-.l's: I I I DISrl"'W'AS?..ER i
I GAs PiPING I I : L~UNDRYTRAY I
I
I EVAPORATION COOLERS !n:;ts: I I I CLOTHES WASP..ER I
I," ",..
I AC tJNTT bru'>: I I 1T j WATER fJ..EA TI.R I
I P...E.~T PUMP bt:l ~".~ t.ons: I I I u""RIN}..L I
I
I REF...EAT BOX bru'i: I I VI DR1NKING FOUNTAIN I
rF' I AIR H'\NDLING ,[.JN1T rmls: I , I FLOOR SINK OR DRA1N I
I
I EXH.AUST E-\i.~S i I I SLOP SINK I
I ~'iGE HOOD (residc:nci;'[) I I ! WATER PIPIING & .-\l.lERATION I
I
I RAi."'IGE ~OOD (commercial) I 'I I GR.EASE TRAP/INTERCEl'TOR I
I CLOTHES DRYER , I ". I HOSE BIBBS I
I INCINERATOR I I V I L-\'W'N SPRINKLER SYSTEM 1
I DUer AlTERATION I I I ~1MMING POOL I
J I
I T.-\i.'iI\S typ~: I I I BLDG. SEWL't\ (mobile I moved house) I
I REr""RIGERATION u'NIT I ,. I ROOF DRAlNS )
j OTI-IER: I I I OTP..ER: I
i · I MECHA.NICAL PER.\1IT FEE I 515.00 I I PLUMBING PER.;\1IT FEE 05.00 or 4.50) I ' I
ME CHA.:.'\iI CAL F".t.E.S:
PLUMBING r.::.ES:
TOTAL FEES:
i\PPUc?..NTS SIGNAnTRE;~ ~ "'- po- DATE: //-19.. 9C
, ~ -- .- -<--"- -
BREMER TON PERMIT CENTER
286 4th street~ Bremerton~ WA 98337
Phone: (360) 478-5275 FAX: (360) 478-5278
BUILDING PERMIT
Job Addr: 240 BRUENN AVE Permit No: 96-0741
Location: 240 BRUENN AVE Statw;l:: PE:NDING
Parcel No: 1624014-068-2000 Applied: 11/19/1996
Issued:
Applicant: SOUND BL.DG SYSTEMS ~~)60''''';::~<:;7'''''7:J 17 Exp:lres:
21238 JEFFERSON BEACH RD KINGSTON WA 98346
Owner: MANSKER GARY
1216 BAY ST PORT ORCHARD WA 98366
Contractdr: SOUND E~DG SYSTEMS 360-297-781Lic #: SOUNDBSOS5NP Exp:B/14/97
21238 JEFFERSON BEACH RD KINGSTON WA 98346
Subcontr:
Desc: MANSKER TIRE CENTER
*********************************************************************************************
Valuation, * P~:~rm it Fees: 1 " 15::3 . (;0 Total Calculated.Fee: ;i~ , 170 " 72
216 ,4€lO ,,00 ~. Plan Check Fees: n:iO,,04 Addition~l Fees: 20,,00
.)l; Other Fees: ;~~66 " 78 Total Permit Fee: 2 , 1 (;0 " 72
*******************************~*************************************************************
MEeHAN I CAL/PLUMB I NG FI XTURES-- .' .
~8,o'i.i() (~d:',L,oC5 u)~<-c~~~
. . ~~ .~, '~13- k,
I~-~-g . ..~ ~ {.. .
~lL- ,.' " .
.........*.. . ... ..hI.&............ . **........ ........ ... .. ........~l<~...................
This permit shall become null and void if the building or work authorized by this permit is not commenced within
180 days from the date of such permit, or if this bui lcling or work authorized by such permit is suspended or
abandoned at any time after the work is commenced for a period of 180 days.
NOTICE - It is the responsibility of the permit holder, not the City of Bremerton or Building Official to see
to it that required inspections are made. The permit holder must notify the Building Official when ready for
inspections. Failure of the permit holder to notify the Building Official of required inspections may result
in the stoppage of the work until such time that the permit holder can substantiate to the building official
that the. concealed work meets or exceeds code requirements. Any demolition, testing, or financial burden shall
be borne directly by the permit holder.. Failure to substantiate code requirements will indemnify the City
against any and all responsibility or liability connected with the construction.
I hereby certify that I have read and examined this permit and know the same to be true and correct. All
provisions of laws and ordinances governing this type of work will be complied with whether sped fied 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.
Slgnature:__________________________________________________ Date: '
~~~-----~-~~~=~=-~~--~==-~=-~~~
I certify that I am exempt from the requirements of the state contractor's registration law, under.
Section 3, Chapter 126, laws of 1967.
5 i gnat ure: .,_.___..__,__.__,.._________,._...__.__._.____,________,.;..__,. Date: __........._.___________._...ft.........._._"...___,....".._,...........
***************************
Permit Center--Approved BY~_______________ Date:: ......"....... '''''''''' ".......,........"........"..".-........,.......... ..
------.---- _.~-~_._-_.
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Permit No: 96.'.07,41 App1i.c::ant: SOUND BLDr:i SYSTEMS
St a tus: ' PEND rN(~ 'Addre~~s :: 240 BRUENN AVE
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BREMERTDN PERMIT CENTER
286 4th street Bremerton, ~A 98337
Phone: (360) 478-5275 FAX: (360) 478-5278
Job Addr: 240 BRUENN AVE BUILDING PERMIT Permit No: 96-0741
Location: 240 BRUENN AVE Status: PENDING
Parcel No: 1624014-068-2000 Applied: 11/19/1996
Issued:
Applicant: SOUND SLOG SYSTEMS 360-598-5590 Expires:
PO BOX 178 KINGSTON WA 098346
Owner: MANSKER GARY
1216 BAY ST PORT ORCHARD WA ~8366
Contractor: SOUND BLDG SYSTEMS 360-598-559Lic #: SOUND8S055NP Exp: 8/14/97
PO BOX 178 KINGSTON WA 098346
Subcontr:
,
Oesc: MANSKER TIRE CENTER
*********************************************************************************************
Valuation * Permit Fees: 1 , 153 .90 Total Calculated Fee: 1,913.44
216,480.00 * Plan CheCK Fees: 750.04 Additional Fees: .00
* Other Fees: 9.50 Total Permit Fee: 1 ,913.44
*********************************************************************************************
MECHANICAL/PLUMBING FIXTURES--
Ci2~
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*********************************************************************************************
This permit shall become null and void if the building or work authorized by this permit is not commenced within
180 days from the date of such permit, or if this building or work authorized by such permit is suspended or
abandoned at any time after the work is commenced for a period of 180 days.
NOTICE - It is the responsibility of the permit holder, not the City of Bremerton or Building Official to see
to it that required inspections are made. The permit holder must notify the Building Official when ready for
inspections. Failure of the permit holder to notify the Building Official of required inspections may result
in the stoppage of the work until such time that the permit holder can substantiate to the building official
that the concealed work meets or exceeds code requirements. Any demolition, testing, or financial burden shall
be borne directly by the permit holder. Failure to substantiate code requirements will indemnify the City
against any and all responsibility or liability connected with the construction.
I hereby certify that I have read and examined this permit and know the same to be true and correct. All
provisions of laws and ordinances governing this type of work will be complied with whether specified herein
or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of
any other state or local law regulating construction or the performance of construction.
Signature:______________~___________________________________ Date: -------------------------------
I certify that I am exempt from the requirements of the state contractor's registration law, under
Section 3, Chapter 126, laws of 1967.
Signature: Date:
~:~~~;*~:~f:;~~~~t:~~-:----~~-::: --!1/~~1-~~~----~1l..!jI::s ~"
- -- - ---------
PUBLIC WORKS AND UTILITIES
100 Oyster Bay Avenue N. . Bremerton, WA 98312. (360) 478-5920. FAX (360) 478-5360
MEMOR~DUM
DATE: Nnvember 25, 19%
TO: Valarie Linder, Building Develnpment Specialist
FROM: Pat Jacnbsen, Crnss Cnnnectinn Cnntrnl Specialist ~.
SUBJECT: Plan Review - Mansker Tire Center - Pennit # 96-0741
****************************************
Valarie,
Initial review nf the plans as submitted will require the fnllnwing:
. Fire sprinkler system to' be prntected by an apprnved dnuble detectnr check valve assembly.
. Landscape irrigatinn system to' be prntected by an approved dnuble check valve assembly nr
assemblies at each cnnnectinn to' pntable water.
. Fixtures in mechanical service areas with actual nr pntential cnnnectinn to' high hazards such as
radiatnr flushing & filling equipment and/nr battery filling areas, may require prntectinn by
installatinn nf an apprnved reduced pressure backflnw assembly nr assemblies. *
. All sinks unitizing threaded hnse bib style fixtures to' be prntected by atmnspheric vacuum breakers.
. Exterinr hnse bibs to' be prntected by atmnspheric vacuum breakers.
. Trap primers cnnnected to' pntable water, if utilized, to' prnvide an approved air gap nr an apprnved
reduced pressure backflnw assembly nr assemblies.
This facility will require inspectinn befnre nccupancy.
Fnr additinnal infnrmatinn , please call Pat Jacnbsen at 478-5927.
" Installation of one approved reduced pressure backflow assembly, in the appropriate location, on the water service line to the
service areas may meet the minimum requirement for protection of said areas and reduce the number of assemblies needed
NOTE! All approved backflow assemblies must be on the current Washington State Department of Health Approved
Assembly List and must be tested at the time of installation, whenever moved or serviced, and annually. Tests must be
penormed by a certified Washington State Backflow Assembly Tester. Test reports must be sent to Bremerton Public Works
& Utilities, Attn: Cross Connection Control, 100 Oyster Bay Ave., Bremerton, W A 98312.
* Equal Opportunity Employer *
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PERMIT CENTER Id: ROUT130 Keyword: UACT User: VAL :12/09/96
Activity document routing maintenance. BLDG PERMIT W/MlCH/PLBG
Permit No: 96-0741 Applicant: SOUND BLDG SYSTEMS
Status: PENDING Address: 240 BRUENN AVE
Route: 1 Current Route Line: 6 of 9
Packet units Description station Status Received Assigned C(Inplete
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BUILD BUILDING PLAN CK STRT-B-VW Approved 11/19/96 11/19/96 1. /19/96
BUILD 1 BUILDING BLDG -SE Assigned 11/19/96 11/22/96 /../..
BUILD 2 LAND USE PLNG -JC Ap Condo 11/19/96 11/22/96 1 /22/96
BUILD 3 PUBLIC WORKS PUBWKS-NL Ap Condo 11/19/96 11/22/96 1:/03/96
BUILD 4 UTILITIES UTIL -DS Ap Condo 11/19/96 11/22/96 1: /03/96
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PERMIT CENTER Id: ROUT130 /~~word: UACT User: VAL ;1./09/96
Activity document routing ma~htenance. BLDG PERMIT W/M~CH/PLBG
Permit No: 96-0741 (/ Applicant: SOUND BLDG SYSTEMS
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Prlorlty (O/low. .9/high) ~.~~-,:
Regular hours (HH.MM): ':".,i/ .00 Overtime Hours(HH.MM):
Comments 1r~~~~IL THE FIRE SPRINKLER AND THE FIRE ALARM PLAN ARE ]
2[SUBMITTED AND APPROVED. 12/9/96 ]
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Payment Method: CK Notation: MANSKER CK#5663 :t n :i. 1:: \l~~
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Locat ton: ~::~40 nl:~lJf::NN AiJe: st;:~tUf;~: PE:J:;,
Pa'(c;('ll; No: 16~::~40 14"068,,,,:'000 App J :I. eel :' j.1/ !)
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f)pp I i Ct~nt:: SUUND 13LDG SYS"fr:::MS ~)-.f::j'l u ,.j~j?u E:xp:i.rea:: {
PO BOX 178 KINGSTON WA 098346
Owner: MANSKER GARY
1216 BAY S1 PORT rn~CHARn WA 98366
Contractor: SrnJND ~_DG SYSTI~MS '''~c n rt~'l . il':' ll'" fTHJNDl'jf'O""'''NP j" ,. f
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PO BOX 178 KINGSTON WA 098346
Subcontr:
Desc: MANSKER T1RE CENTER
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iJHlu;:~tion * Pelrm :1. t F'eef:l ~ I. ~ 1. Sd ,,90 DJtaI Calculated Fee: 1.3,,44
, 216~4BO"OO H Plan Check Feef:l: / 750.04 Additional Feea: ~
. *. Dt er FeeB~ 9.S0 Total Permit Fee: . I.::: .44
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*.~ H * 'x 'x' 'lE: ,It 'lOH~ * ')(')I:')(:J( ,1I:1("X-'* 'x * ')H~ j(. 'X"~)(')( * ,X,)(: ,)f)(. 'j(.x ,x ')(")1;')4; * 'X')I; ~,** 'x' * ,X.~ 1('~ ~f ,x ,j(, 'X')~ ,x.}l ,;t .)f ,* ,x..x.j( ,)<;" ,X'H 'x 'x')\: 'x' 'x ')f')(' ,It 'x 'x * 'x .' . t'lO\:'lH\:'X
This pe~rmit ahall become null and void if the buUdinl'l or \~ork authod,zed by this permit i.a not c:omme I 1in
180 day~(from the date of such permit, 01" if thi~! building or work authcldzed by such permit is suspe I ,
abandoned at any tl.me after the work is commenced for a p€iriod of .tHO days,
NOTICE ,- It ifl the responsibility of the permit holder, not the City of Bremertml or 8uildinfl Officia
to it that. required inspections an: made, lhe perroitholder must notify the Building Official when I'"
, ifll!ipect!.ons, Fai1ure of the permit holder' to notify the 8uUding OHicial of required :lT1f~pection8 ma,'
in the stoppage of the work until such timc'! that the perroit holder can substantiate to the building 0,:
that t he concealed war k rnS!3ts or .exc:c~eds code rf:)quirements, Any demolition. test.inf.h or financial bu : 11
be borne dir€H:::tly by the permit holder. Failure to substantiatl!J code requirements will indemrrHy the,
aga,inst any and all responsibility or liabiLity connected with the construction.
;, ! hereby certify that 1. helv€l read and examined this permit and know th€l t~ame to be true and correct.
.. p'rCll,li€doJ'\s of laws and ordinances governing this type af work IAlill be complied with whether specified
or rllJt. The granting of ap€m11itdoes not presume to give authority to violi~te or cancel the provl\3i,
'~nyothf~r str.lte or local law rsgu'lat:lng construction or the performance of cormtructicln.
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r (~erH fy tht~t ! am eXl?mpt from the requirements eif the iilt at €': contrac:tor '$ re~listrat ion law. uflch::r
S~ction 3, Chapter 12e" laws of 1967,
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BREMERTON '
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. BREMERTON, WASHINGTON 98311 CALCULATED BY ----'----" ""-':R?61!1- DATE'1Pl:l '" '~7~6'""
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CITY OF BREMERTON - BUILDING DEPARTMENT
478-5275 - 286 FOURTH STREET, BREMERTON, WA 98337 2 <-I D 6'((.J ~"'-
"' ctt- 07~1
I~,$PECTIONREPORT PERMIT NO.
\,
'I have this day inspected this structure and these premises and have found the foil owing violations
of City, Countyand/or State laws gOVerning~:
1f1~~
~
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5t/h~;f rLs hr tJ 5 z.C-- 'lJ'rdV J. b7
/td,W; ~ ~4- a-Y'itVtUk- ~ 61/; tJ~f 71-r
You are hereby notified that no more work shall be covered upon these premises until the above
violations are corrected. When corrections have been made, call for re-inspecti~/
Do Not Remove This Tag DATE 4- 5"-..- '1 7 '.
INSPE;PTOR fOFi BUILDING DEPT,
----::
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APPUCAJ.~"': 0 OWNE.':t ~ CONTRAcrOR 0 GIna *-- OH$
q ~ ~.c~[ f(
SITE AD D R.ESS: ;< q 0 Q3 (' () E. II/f\-/ (3 (' ~ iYl. _ CO CNTI A.SS c.ss a R l'.".RC2. ;: tJeQ.1 01-- f -D '03-
OWNE.~ G Af"!:J J?1.A/l/ S /<c r ~~
ADDRESS: I~/ & BAj S 1. P:t" ()re-J..-lu:J
cONTRAcrOR;..5"O(./;,vJ {3vl'ldllv!1->Y <;;iCm-~ ADDRESS:).I~.3 8 .J~ Ef!:,.- $o;oJ Bel.. RJ. K,Mjs ~N
CONTRAcrOR LICENSE :500/l/J b5 OS5/ifP EXPfRATION DATE: g'-/L(" 9 7
.
CONTAcr PERSON: RlC..J:5 (AlbitEr cONTAcrPHONE:.;:297- 7317
DSFR o DUPLEX 0 MUlTI-F.A.MILY~ BUSINESS o OTHE~ ~ '6 ~ r: i rf:;~ r '::.i wls:1:
a ...f 11, !U) lL.... L~:l '
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o SIGN D DEZv{O o MOVE BLDG. D MOBILE o GRADrNG\ych): MA\f i ~ I()f""~'
. ,'~ t /: ~ .
o NEW D REI' AIR O'RE.\1GDEL D.ADDI110N D OTHE~ I: 111;;: ", ~'.':: :rv~r,~:" '.
INTENDED USF.:,.0/;4~fX Er TI'r€ C~,.;;tc("" ZONING ClASSIFTCATION: COUNal D1srirCT'.2-
NATURE OFWORK PROPOSED~ 17 f c'; T (3 ('A J< l:..s 7 .$ It Oc. 1< >: f'rOAJ t ~Il/J. /Jh'j w m EiIV~:>
SQUARE FOOTAGE: Dwdting:/O, 1 TO Gange: I Occ.b:
. .
!. " , ,',' h __ .. }"o.r~!.~part1nent 'use Only h ," ."". . ' " , ...:.:' ,.
:r~MMfNALUA1IT.O&(!f@% :@Bt.*;:R.EIlIS~t:E1V:$:@g~lRER.~U'11fFFi.!KM~t ftWg:stmc..t:tmGE$%@@tmm ~mraTAU:Fl....:ES@~t;fl
Sr b'4ro s S ENERGY: 550.00 S
STATE; 54.50
$ .00
Ifl
Applications or which no permit is issued within 180 days following the date of applica ion shall expire by
limio.tion, and plans and ocher chu submitted for review may thereafter be returned ,tJ the appliCUlt-Or
destroyed. by. the building official. The building official may extend the time for aaion by the appliCUlt for a
period not exceeding 180 days on reque3t by the applicant showing that cirOlmsrances beyon i the control of,s~e
applicant ha'l'e prevented action from being taken. No application shall be e;:aended more th once. In order to
renew action on an appl~cation after e:::piration, the applicant shall resubmit plans and pay a Dew plan review fee.
I hereby certifY ;hat the above information is correa to the best of my hu,wledge.
APPU<:;ANT'S SIGNATURE:,l!{kJ ~. - DATE /i-I? -j4
~
II
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BETTER BUSINESS FORMS (360) 698-2464
-
3574
BREMERTON MUNICIPAL UTILITIES
3027 Olympus Drive
Bremerton, Washington 98310-4799
478-5318
~TILITY SERVICB AG~~E~NT
Work Order No. Tap No. Receipt No. 970000/9
Bremerton, WA. , 19__
The undersigned Eroperty owner herebr applies for Utilitr service at:
Service Address: 240 ruenn Ave. Mansker Tlre Center 96-0741
Legal Description: 162401-4-068-2000
Plat Block Lot Kitsap County
-------------------------------------------------------------,-----------
SERVICE REQUIREMENT: [ ] Water [] Wastewater [ ] Stormwater
SERVICE AREA: [ ] Marine Drive Water [] Sewer District #1
[ ] City [ ] North Perry Water [ ] Tracy ton Water
[ ] County [] Port of Bremerton [ ]
-------------------------------------------------------------..-------------
SERVICE CHARGES:
Connection/Inspection Fee: BARS #:
Water: Domestic...............Size $ -
Fire . . . . . . . . . . . . . . . . . . Size $ -
Wastewater ............................ . $
Storm Water ............................ .$
Front., FOQtage Fee:
Water ................................... .S -
Wastewater ............................. .$ -
Storm Water ............................ .$ -
g~!!.eral Facill.~ee:
Water .......f of units - (j $ $ -
Wastewater ..f of units _ (i $ $
Storm Water .f of units - (j $. $ -
~stem Development Charges:
Water $ -
Wastewater $ -
Storm Water $ -
Temporary Service $ -
Road Permit [ ] City [] County . . $
Street Restoration [J Asphalt [] Concrete $ -
Tapping Fee ..............0............... .$ -
Deposit $ LillL -31:3t)-lOOO
Other 2 Storz Adapters $ 257.28
TOT AL, e , . . , . , . . . . . , . . . . $ -
---------------------------------------------------------------------------
1- Utility charges are the responsibility to the owner regaldless of
whether the property is occupied by the owner or tenant. Unpaid
charge shall become a lien on the property serviced.
2. By this agreement, the undersigned owner acknowledges that the owner
assumes the risk and the City disclaims responsibility for all claims
for damage or injury to person or property resulting from the
following:
a. Installation, maintenance and operation of all plumting, fixtures
or appliances connected to the water meter or waste~ater main.
(Building permit inspections are limited in scope and do not
guarantee plumbing design or workmanship.)
b. Changes in pressure, flow or temporary shut-off of s~rvices due
to system maintenance, emergency or non-payment of c arges.
Name Phone Number ( 8/6-J3834
Billing ZIP 98366
C' state Wa.
Owner's Signature Date I~:r t 19q7
Agent's Signature Date , 19 -
Utilities: 1- >f 191/
Date ,
Accounting
Goldenrod Copy: Cuatomer
1:,." _.~.i._
MANSKER TIRE CENTER
240 bRUENN AVENUE
(Bruenn Avenue and Burwell Street)
BREMERTON, WASHINGTON 98312
Owner - Gary Mansker
1216 E. Bay St
Port Orchard, WA 98366
876-8834
876-1036 (FAX)
Contact - Dan Barry
698-0602
r
Builder - Sound Bldg Systems
Rick Welter
297-7317
r
I
\;
PLANS PACKAGE
Parametrix Pgs 1-5
Site Plan - Utility & Grading - Landscape
RGB Pgs 1-3
Floor Plan - Elevations
(contains NREC by Fergus)
Johnson Coastline Pgs Sl-S4 . J -"'.~~'.. - "-~'"_. -...- ~ ,- ,
Foundation - Ceiling - Roof REVIS,GI~
Swanlund HVAC layout
(contains NREC by Fergus)
f
Olympic Wiring layout DATE
(contains NREC by Fergus)
Robison Plumbing layout
Consolidated Engineering '0' ~ ~ rg n W ~1\
Trusses
Ji _..~ ,I I " . - ..."
Dr''''''' 1 <"'\ "("'Irc
"-J 4, \,. :,;')
r'irl,HVltrll(J1\I
Seperate permit application: BUILDI F tt!ENl
Fire Sprinkler - Fox Fire Prevention
Fire and Burglar Alarm - To be determined 9fo- Or i_ \
1IIt-< "'...
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BREMERTDN PERMIT CENTER
. 28,'5 4 t h St r eet, Bremert on 7 WA 9833.:7
Phone; ('360) 4,78-5275 FAX: (360) 478'-5;'78
BUIL.DING PERMIT
,.1 ob (icJdr: ?40 HiilJENN. (~VI: I )~'!r m i t Nn; 1)~)""O/ it "
I oedt 10f'l~ ?40 !:lI~tJF.::NN-t,l)F ';;r;:li;;;::;. 1;;::;U,;j
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:. ",SIlI":ri. 0 i, ICH)/ 1 '/9/
App:,:cani;:: SlJUND ijlJ)I;; ~:,(::;I},M:; :160;:";/-1:51./ i'Xp'yc:,:;, Clj/O,?/1<;i9/
? 1 ;)::lH JF F; n P~:;ON f"ll" (;~): 1<1) I'.; r NCj:; i ClN lAIr) 9H:;l'! I"~
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(:or; t: r act or:: SUUNr:J Ill.DCl ~3Y:;;rl:;w; :J60'::::') j', ;:;ll : . i i';!l: : ;iilJNi)I):3C:;:jNP /' '(p ': H/l !j,/')/
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X**M************M**********M*************X**)(*M~**********~**M*~****M*********~*****X**X****~
MECHANICAL/PLUMBING FIXTURES-- MECH-Gas Furnace ) lOOi< btu,: 1 MECH-'Gas Piping (cut lets),...: 1
MECH-Air Handling Unit..,....: 1 MECH-~xhauBt Fans............: J DL8G-Water Clc8et.....~.~....: 5
;PL.8G-Lavatory...""..,,,....::3 PL.3G-Water Heatl'.:'("....".....: 1 P~.BG-Wate'. Oipe/Altey-ation",: 1
PL8G-Hose 8 i bba . .. .. ", .. . .. .. : 1
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This permit sha'11 beGomenul1 and void if the building or work authorized by this permit is not comrr:enceo withi,n
tfJO days from th'e date of such permit, or if this building or work authorized by such permit is suspendec or
abandoned at any time after the work is commenced for a period of 180 days. .
NOTICE - It is the rejponsibility of the permit holder, not the City of 8remerton or BUilding Official to Bse
1;0 it that required inspections are made. The permit holder must notify the Building OffiCial when ready for
Inspections. Failure of the permit holder to notify the Building Official of requir!d Inspections may result
in the stoppage of the work until such time that the permit holder can substantiate to the bulld!ng official
that the concealed work meets or exceeds code requirements. Any demolition, testing, or financial burden shall
be borne directly by the permit holder. Failure to substantiate code requirements will indemnlf~ the City
against any and all responsibIlity or liability connected with the construction.
I hereby certify that I have read and examIned this pe:rmlt and knC\\~ tt!iS ~jame t:-J L~e 1;nj8 iJ:)rj ccn::lr:t" All
provisions tlf laws and ordinances goverl1:ng this type of iliCJrk ;.Jill be complied with ~Jhether SP(!ci.fi.i.::d herein
or not. The grantin~tof a permit does not presume to give authority to violate or cancel the PiO\;isioT18 Df
any oth~' state or ldtal law regulating construction or the: performance of constructiDn.
,/ " /' -. "
Slrnature ,_" f . ''\ ' A Date:..-. ~ '
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~ r;en if tht3tt r I am exempdom the r~~qlJi rements of th(~ state co. nt\""actor 's rer;<istrat :1)" It,l~, !Jnder
';r-:cUOfl " Cha ter 1'26, laWSR967. Fire protedlon systems must comply
, with UfC, NFPA. Uile, and rJ,lv\C
S:';:;arwre:_..".. .,e.....,~A~~L ~u _ __~ .___...__. "".. _~_ Dat!:;: _,__..________..___~.~!l~~~.::.:~~~,_~eview required. I
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1 BREMER TON PERMIT CENTER I
, 286 ,4th Street" Bremer ton " itJA 9833,/ I
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GRADING IT '1
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Addr: 240 rn~UENN AV~ Permit No: 96-0508 'I
1'-"""''':1'' , ",'I"" ("r')"''''I''P (')t'" '''lR'IJ'''~!N v 1'1'19111"" I ("1",'+" "," "l'r"r'Uf"q ,
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Parcel No: J624014-06B-?OOO Appli~rl: 08/]3/1996
Issued: 09/16/1996 I
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1216 BAY ST PORT ORCHARD WA 98366
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I This permit shall bf..1COme null and void i f tht~ buildIng Of work authorized by this permit is not commtmced within
i 180 days"from the date of such p~:rmit, or if this buildim~ or work authodzed by 8w:;h permit is suspended or
i abandoned ati any time after the work i$3 comrnenceld for [1 pt~dod of 180 daY!L,~
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r NOnCE - it' is the resprmaibility of the permit holdf..ll! not the Clt}' Bremerton or Building Official. to see '
to it that i'equin~d lMpections are made, permit hold~1\' mUiiit ncrdfy the Buildin9 OffIcial \iJhen ready for
inspections. Failure of the permit holder tD notify the BUilding Official of requiff?d lnspecticms may l'e8ult
in the stoppage the work. until such time that the permit rlo1dElf can r'llbstantiate to the building o'ffic:!al 1
that the concealed work meets or exceeds code requiremenbL Any demnlItionr- testing I or financial burden shall :
be borne dJ.reGtly by the permit h('JldeL to ~~ubstantit1te code r€H~ui'((~ments l~llI indemni the Clt)l{
iH:Jainst any and all responsibi Ii ty or ltabU ity conMcted l~ith the construct ion, (
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I hereby certify that I h('M;; read and t1:<amined this permit ~!id know t same to true and corn.lct. 1
provisions of la~Js and ordinances governing this type work wi 11 compU.;:;~d with t~hether sped herein
or not, l'he granting a permit does not presume to give authority' to violate or cancel the provision;;: !
any at state or local. lat~ rElQulatJ.nq conatxllctlon or the nerformance of CO!1struct1rm" :
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BREMERTON PERMIT CENTER
P!:::J~M I 'r CfJNDJ: ''I'' I ClNS ,
i I::) ,'f,> '" m 'I ,{" Nf"):: l:~ t, "'" n ":'C') {,~ ' 1;;) 'f. ('1 "'" :' 1 \a
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Job Addr~~s= 240 BRUENN AVE Applied: 08/18/
!::;,~!.Hr.~'(' Acct No = 1 {~~:40 14'''''(hM~'''''~;.'OOO Appn::lved I 0<1'/16/
LCJCi:'it :!. on:: 1::;1:::: Cr::H~NI:::}~ 01:::' i::H~LJI::::NN & 1::H"H:~WI::::Ll, I f,H.m(::ld:: 0<,)/ 1. f:~/ 19<96
-,
Applicant: MANSKER lIRE CENTER
, rwri.~. Mb~J~~~I~ "I"'I'I~I= ~1=NT~D
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Contractor: -
l. Description:
("'I'" 'Ci!") "I' 1\1('" !""'''''I'''M I "I" l""('ll'~ N'''''W ~'Arl'"'' "'''''f'' "'" 'I' f"I"" "'I""f',J"''''''''I'')
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ACTIVITIES. CALL 478-5270 FOR INSPECTION OF EROSION
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BREMERTON BUILDING DEPARTMENT
Inspection Report
TIRE CENTER
Scope of work: GRADING PERMIT FOR NEW MANSKER Permit Number: 96-0508
Address: BRUENN AVE, 240
Owner: MANSKER TIRE CENTER Phone: 8768843
Contractor: Phone:
FOUNDATION
Inspection card/approved plans on site Setbacks
Footings: required steel placement Walls: required steel placement
Footings: required width & depth Walls: required size
Bearing soil (soils analysis if applicable) Special inspector (when applicable)
COMMENTS:
FOOTINGS APPROVED: WALLS APPROVED:
FRAMING
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
Mudsil1: treated material Floor joists: size & span
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 ceifin9s 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:
APPROVED:
ENERGYCODECOMPL~NCe
Insulation: proper R value Insulation:. proper fastening~ I
-",- Insulation: vap?r barrier Bottom plates caulked to flGpts
Penetrations caulked as required Electrical boxes gasketed ; caulked
6 mil black poly in crawl space -f..l
.,.,.'
COMMENTS:
'II"
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UNDER FLOOR/FOUNDATION !NSULA TION APPROVED:
WALL INSULATION APPROVED: CEILING INSULATION APPROVED:
MECHANICAL -I
I Appliance location and access, proper support I I Appliance clearance to combustibles
Venting: clearance to combustibles Venting: size & support
Vent termination Combustion air
Ducts: size & support Gas pipe under test
Gas pipe: size & support Gas pipe: underground min. 12" below grade
. Gas pipe: within 6" or underground-coated Gas shutoff within 3' of appliance
Gas logs: safety shut-off Gas logs: damper permanently open
Woodstoves: EPA certified Wood stoves & fireplaces: Tight-fitting doors
Woodstoves & fireplaces: proper hearth Manufacturer's specs on site
Chimney liner: when required Chimney: separate flues when required
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 c1eanouts
Vent termination All fixtures vented properly
Water supply:' proper sizing Shut-off valves on all fixtures
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 required Water-piping insulated as required
Grease trapslinterceptors: where required Proper indirect wastes: where required
COMMENTS:
PLUMBING GROUNDWORK APPROVED: PLUMBING ROUGH-IN APPROVED
SHEETROCK
I Proper fastening: nails~7" o.c, horiz. plane . . nails 8" o.c. vertical plane I
Proper fastening: screws~12" o.c. horiz. plane (1/2") screws-12" o.c, horiz. plane (1/2") 24" O.c. framing -
Proper fastening: screws-16" o,c. vert. plane (1/2") screws-12" o.c. vert. plane (112") - 24" o.c. framing
-- '.
Proper fastening screws-12" o.C. horiz. plane (5/8") screws-12" o.c. horiz. plane (5/8") ~ 24" o.c. framing
Proper fastening: screws- 16" o.c. vert, plane (5/8") screws-12" o.c. vert, plane (5/8") - 24" o,c, framing
Area & occupancy separation walls Draftstops where required
Usable space under stairs (5/8" required) Waterboard 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 maintained
Exit signs when required Emergency lighting when required
Occupant load posted when applicable Building weathertight
-- Building Address posted
Wood siding to earth separation (6"
-- Radon monitor when required
COMMENTS:
FINAL APPROVED:
.- .'- ---- ----;---:""-~ -,,---~--
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IBREMERTON PERM I .T CENTER I
286,\ 4th Street g' Bremer-ton" WA. 98337 I
Phone,~ (360) 478-5275 FAX:: (360) 478':':'5278 I
GRADING PERMIT I
Job Addr~ 240 BRUENN AVE Perm i t Np:: 96."{)~jOO I
location~ SE CORNER OF BRUENN & BURWEll st fit us:: PEND I NG I
Parcel No~ 1624~14-068-2000 Applied~ 00/13/1996
, I s!?lued:: I
Applicant~ MANSKER TIRE CENTER 876"'"BB:::l4 r" ,
:::,xplres::
I 1216 BAY ST PORT ORCHARD WA 98366
Dwne~~ MANSKER TIRE CENT~R o 76 "''' B O:::l 4
I 1216 BAY ST PORT ORCHARD WA 9B366
Cont r act or :: L"ic *I~~ Exp::
Desc~ GRADING PERMIT FOR NEW MANSKER TIRE CENTER
*********************************************************************************************
Cub:i,c; Yards ,* PC:"lrmit r:'.ees:: 126,,00 Total Calculated Fee~ 165,,50
1 ,:?OO ,,00 * Plan ChC:"lck F'ee!:3:: 30,,00 Additional fees: ,,00
,* Ot her F'ees:: 9,,50 Total Permit Fee: 165,,50
. ************************************~********************************************************
This permit shall become null and void if the building or work authorized by this pe'rmit is not commenced within
. 180"daysfrom the date of such permit, or if U;is building or work authorized by such permit is suspended or . .
abandoned at any time after the work is commenced for a perioe! of 180 days,
NOTICE - It is the responsibility of-the permit holder, not the City of Bremerton or Building Official to See
to it that required inspections are made~ The permit: holder must notify the Building Official when ready for
inspections, Failure of the permit holder tb riotHythe Building Official of required inspections may result
j,n th!:: €ltoppage of the. work until Eluch time that the p€!rmit holdf~r can subf!tantJ.ate to the building official
that the concea led wor k meetEi orexcef.!cls code requi rements, Any demoU t ion, test i ng, or f i nanci'al bU.rdenshall
be borne directly by the permit holder. Failure to substantl,ate code requirements will indemnify the City
against any and all responsibility or liability connected with the construction,
r hereby certify that r have read and examined this permit and kno.w the same t.o be true and correct, All
provisions of laws and ordj,nances governing this tYPt3 of work wi 11 be compl ied wi th whether specified herein
or not, The grantIng of a permit does not presume to give authority to violate or cancel the provisions of
any lJt her state or local law regulat i ng construct ion or' t he per formance of construct ion,
SIgnature: Date: ..",.....,... ''''~'A .......""" ""._"A.....'~""...,,' ...." '" A"" .., ...,-.",,, " " "'" "'" An..., ."."",'"
I certify that I am exempt from the requirements Clfthe state contractor's registration law, under
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APPLICANT: UJ OWNER D CONTRACTOR D OTHER: Cfto-So'8'
SITE ADDRESS: SE Corner of Bruenn and Burwell TAX ACCOUNT NO. 162401-4-068-2000
OVVJNER: Gary Mansker, Mansker Tire Center ADDRESS: 1216 Bay Street, Port Orchard
R~sentat i vtp: . 5700 Kitsap Way, Suite 202
~ ~lt: at Allen, P.E., Parametlrx, IncADDRESS: Bremerton, WA 98312
1lo- ~+
CONTRACTOR LICENSE # EXPIRATION DATE:
Pat Allen or Pat McAvoy (360) 377-0014
CONTACT PERSON: at Parametrix, Inc. CONTACT PHONE #
DSFR o DUPLEX 0 MULTI~FAMILY D BUSINESS o OTHER: <?
2000 c.y. excavation
o SIGN D DEMO D MOVE BLDG. D MOBILE IJ] GRADING(yds):800 -c.y . embankment
Lg.OC) .
D NEW D REPAIR o REMODEL D ADDITION 0 OTHER;
NATURE OF WORK PROPOSED: Perform site preparation work including stormwater controls,
grading, utilities, foundation preparation, paving and landscaping for new Mansker Tire
Center. Permit Application for the building will be provided separately.
SQUARE FOOTAGE: Dwelling: Garage: Decks:
~ '!)~ '1t.te (),
."::YALWAT10N/ ..:.::pL:t.\NlffiVIEW\FEEl: .:;:::.:::,atMtr4iiaE(U.. i:}.)\}$WRGHAR'Gtst/\:i{i}):T0TXDFEas)(.:.:
$ $ $ ENERGY: $50.00 $(tpf:>,Sj?4
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 extend the time for action by the applicant for a
period not exceeding 180 days on request by the applicant 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 aft piration, the applicant shall resubmit plans and pay a new plan review fee.
@ ~ 'WJi
APPLICANT'S SIGNA'T. '/Y\~ ,. .. - D. ~/I2- II C; ~
AUG 1 3 1996
BAt'Vlt~ I UN
BUllDINO DEPARTMENT
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CITY OF BREMERTON PERMIT CENTER
Application Revievv
Type of Application: Applicant: /!1/l11 /il5f(~
Site Location: Application # 90~() S()cf
Submittal Date: ?-1~ -qro Committee Review Date: '5~ /S ~qh
.;'~~~~~~;:;.".:::: ;':_~:~;:::~~!1'.~:. ',:;i::~j$ ..' '::'::~N:~:;;(;:I;;:. :::<;:... ..., COMMENTS: ,'.' ..... ..........
Building YN YN YN YN
Zoning ~ YN YN YN
Environmental YN YN YN YN
.-
....
Engineering/Streets YN YN YN
Engineering/utilities YN YN YN
Fire YN YN YN YN
Other YN YN YN YN
Additional
Comments:
,-
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'\.
Parametrix, Inc.
V
To:
City of Bremerton Date: August 13, 1996
Planning Divi~ion . Project No: 23-3029-01
286 Foul'1th Street MANSKER TIRE
Bremerton, WA 98337
From: Pat McAvoy'
Washington . Oregon
ex 5700 Kitsap Way o 25 N. Wenatchee Avenue D 924 Capitol Way o 7820 N.E. Holman
Suite 202 Suite 207 Suite 107 Suite B-6
Bremerton, WA 98312-2234. Wenatchee, WA 98801-2236 Olympia, WA 98501 Portland, OR 97218-2859
36Q-377-0014.2q6-383-1835 509-664~3290 360-943-2330 503-256-5444 . 206-694-5020
Fax; q60-479-5961 Fax: 509-663-8816 Fax: 360-943-2360. Fax: 503-256-4221
o 5808 Lake Washington Blvd. N.E, o 1231 Fryar Avenue Texas
Suite 200 P.O. Box 460 o 10540 Rockley Road
Kirkland, WA 98033-7350 Sumner, W A 98390-1516 Suite 300
206-822-8880 206-863-5128 . 206-838-9810 Houston, TX 77099-3531
Fax: 206-889-8808 Fax: 206-863-0946 713-530-1920
Internet: pmx@parametrix.com Internet: pmxsumner@parametrix.com Fax: 713-530..6744
. We are transmitting the following materials: Building Permit Application; 7 sets of Plans;
Site Plan .Review Package and Site Plan approval..
Comments: \ill g @1ttTW1~ IT:
. ...,..,
AUG 1 :3 1996
BREMERTON
BUlLDlNG DEPf{RTMENT
The$e are: o Peryour Request Sent via: o U.S. Mail
o For your Information o Courier
Xl For your Review and Approval o Express Overnight
o For your Files o Other - Interpffice .
~ D For your Act;oo
Sr ~ cc: Gary Mansker
Pat r~cAvoy. , Pat Allen
AD #3 - 9/95
---- -----
PERMIT CENTER Id: ROUT130 Keyword: UACT User: VAL 08/30/96
Activity document routing maintenance. GRADING PERMIT
Permit No: 96-0508 Applicant: MANSKER TIRE CENTER
Status: PENDING Address: 240 BRUENN AVE
Route: 1 Current Route Line: 4 of 6
Packet units Description Station Status Received Assigned Complete
BUILD BUILDING PLAN CK STRT-B-VW Approved 08/13/96 08/13/96 08/13/96
BUILD 1 BUILDING BLDG -SE Approved 08/13/96 08/15/96 08/27/96
BUILD 2 LAND USE PLNG -JC Assigned 08/13/96 08/15/96 ../../..
BUILD 3 PUBLIC WORKS PUBWKS*NL 08/13/96 08/15/96 08/19/96
BUILD 4 UTILITIES UTIL 08/13/96 08/15/96 ../../..
BUILD BUILDING PLAN CK END-B 08/13/96 ../../.. ..1..1..
F1=Help, ESC=Exit current screen.
Route item edit is cANCELED.
PERMIT CENTER Id: ROUT130 Keyword: UAC'l' 08/30/96
Activity document routing maintenance. GRADING PERMIT
Permit No: 96-0508 Applicant: MA ER TIRE CENTER
Status: PENDING Address: BRUENN AVE
Route: 1 Current Route Line: 4 of 6
Packet Units Description Statio Received Assigned Complete
Packet units Action station Initials Status Received Assigned Completed
BUILD 03 00 C PUBWKS NL DENIED 08/13/96 08/15/96 08/19/96
Priority (0/low..9/high): 0
Regular hours (HH.MM): .00 Overtime Hours(HH.MM):
Comments 1[1. GRADING IS SHOWN OFFSITE TO THE SOUTH. REDESIGN THIS ]
2[ AREA. CONSTRUCT A WALL, OR PROVIDE A CONSTRUCTION ]
3[ EASEMENT SIGNED BY THE ADJACENT PROPERTY OWNER. ]
4[2. STORM DRAINAGE EASEMENTS WILL BE REQUIRED FOR THE STORM ]
5[ SYSTEM EXTENDING ONTO THE PEPSI BOTTLING SITE. PROVIDE ]
6[ A LETTER OF APPROVAL FROM PEPSI FOR THE WORK DONE ONSITE.]
7[ ]
8[ ]
9[ ]
10[ ]
F1=Help, F6=Edit Date, ESC=Exit current screen.
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P{~ym(':)t'lt hod ~ CI<: Notation: MANSKER'4407 Tnt t: 1.,)11,1
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~ ~ .. CITY OF BREMERTON .~~
BUILDING DEPARTMENT BREMEATON
"\'11I S"a.n.-r" ,:at (96-120)
.u...t""'1"I O"4C",-r
PERMIT APPLICATION BUilDING DEPARTMENT
DATE: August 15, 1996 TO BE COMPLETED BY: AUGUST 25, 1996
MANSKER TIRE CENTER N/ A
OWNER CONTRACTOR
240 BRUENN A VB
LOCATION OF JOB
FOR: GRADING
ENGINEERING COMMENTS REVIEWED BY Nt... i./../ e:;
APPROVBD~ ~ ~_ r-/i)~7~
DENIED ~ 1""1~
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Job P,(ldr: ?40 Hf,<UrNN IWe Pt:~rm:it No: 96,050H I
!,Dcat ton: SF CnHNFH OF' BI~UF:NN (M BUj(~WIJ Statu~l: PENDING
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Owner: Mf~Nst<CH r I !~r:: O::N fFf~ "t3FL:3 <1- 1
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Cub] I;; Yi!f(c!1J:l ,if 'Perm:1 t " 1?e., ,00 foti'i:l Calculated Fee~ 16~:; ,. ~)() 'j
1 ~?OC ,00 * Plan ChE:!c;k (:'m;~H:: 30,0 no A(jd l. t i, ona I . ,00
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:.* hf.'l,(, : 9 , :)(1 Toti'll Pf"rmi t Fee: J .!;)O j
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litis penllit sh!'ill become null and VI:Jid if the btdlding OT ,^lork alJthodZt~d by this permit not commerlCed wi t.hi n
180 days from the date of slIch permit. or l.f this but1din~J or work authorized by such p(~rmit 113 suspended or
abandoned at any time after the work is commenced for a r#~riod of 180 days,
NonCE ,~ It is the re.sponsi.bil it I' of the psrmit holtlE!i, not the City of F.lY~erton or Building Officill1 to see
to it that i€l(~i'red iru~pect1ons fin? made, The permit holder must notify tllt3 Building Officl.al liJhen re;'ld'Y for I
1 nat::!E)ct t, Ol1ill. Flrilure (if the permit holder to i'I(}tify the Building Official of reql..dH;(,1 imliPflctif)n(! may rcella
in t hl!lstoPPilge thf; work until such t 1mo thl)t the permit hold~~'( mm eul:l!\itantial:f: to the bui1din~j t;/{"fidal
th~t the ccm~eah:rd ~,fork melets or code requirements. Any dl!Jffiolitlon, !;el.stJ.ng, or Hm~ndal burden shi~ll
br$borne dIHlCt1)' b)' the permit h()lder, FI!lHun': to t1UOllttant late C1Jdl.~ l"r~ql.dn}'!l'Ilent$ \liB 1 indemnifY the City
a9ainst any and all re$pon8ibili or 1 i r~td 1 j e:onrn:!d~d wl.th the COfl8trlJctlon.
1 httH.1by' c~rt i that I hav(~ read and t:nu~mined this permit and know the St<!l'li:':l to be true and corre(:t. 1\11
pyovishmJ;1 of ll'l!"~l m'1d crrdinanc~ls Sltlvenling thl.~1 type of t~Clrk l>ii lJ be complied th ~ihether 8pf,;cifi€!d herein
of m:iL The gnmting of il pr.~rmit not presume give authodty t() v:l()lat:e OY' cancel the provisions of
{my' (:It nflI' or local law re1Julatln9 CC)flsl:ltJ.eth)!1 or the perfGnn~ncl?) of oJ!1Htruction,
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1 celt that I 1:1/11 ~lxempt from thl;1 '(\~ql.drElmentB of the state C01'ltractor ~B regiatrat ion lalli, under
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. .
. . PePSI DIET
.
-: PEPSI !Bume'Cton !Bottling Co., [JnC!.
....
... DBA PEPSI-COLA/SEVEN-UP BOTTLING COMPANY
~.p OF BREMERTON
5210 1 ST STREET. BREMERTON, WASHINGTON 98312-3342
(360) 377-6262 · (360) 37-PEPSI . FAX (360) 479-3832
May 6, 1996
Mr. Gary Mansker
1216 East Bay Street
Port Orchard, W A 98366
Re: Memorandum of intent to allow expansion and access to detention pond built by
Bremerton Bottling Co., Inc., on land leased from Phil Aughnay.
Dear Gary:
After a careful review of the documents provided by Parametrix, Inc., we have
determined that sharing our detention pond with Mansker Tire Center is an acceptable
proposition. Accordingly, we will enter into a joint usage agreement within the next six
months, which will include the following terms: !
1. Mansker Tire will make a lump sum payment of $14,000 to Bremerton Bottling
Company.
2. Mansker Tire will pay 50% of all future maintenance costs of the detention pond,
including landscaping maintenance and any other costs to maintain the storm drainage
system within the detention pond area.
3. Mansker Tire will pay 100% of costs to expand the detention pond, including ."','"-
excavation, moving the south boundary an additional 5 feet southward, additional
fencing, landscaping the entire enclosed pond area, and any other costs incurred to
obtain required regulatory approvals per Parametrix plans and specifications.
4. Mansker Tire and Bremerton Bottling Company, and associated principals, will hold ~
each other harmless in the event of occurrences caused by one party which adversely
affect the operation of the storm drainage system or surrounding properties.
5. The joint usage agreement will be tied to the property to ensure that it will survive
changes in ownership of the respective businesses or the land.
./
Sincerely, lID g @.~ ]W~]
.----...... .
"r~)"'::~ ~.7 ..L--..~'-7/'
Phil Aughnay , ur; ~ ' "aof)
Chairman of the Board of Directors, and A 8 k..:.,
Landlease holder Q~EMERTON
OUIL{}1~Y O~PARTMENT
lP A:kwo
,
. .
EASEMENT AGREEMENT
THIS EASEMENT AGREEMENT is entered into this day
of June, 1996, by and between BREMERTON BOTTLING CO., INC. , a
Washington corporation, here~nafter referred to as Grantor,
and GARY L. MANSKER and INGA S. MANSKER, husband and wife,
hereinafter referred to as Grantees.
R Eel TAL S:
l. The Grantor is the owner of the real property
described in Exhibit "A" attached hereto and incorporated by
reference herein located in Kitsap County, Washington.
2. The Grantees are the owners of the real property
described in Exhibit "B" attached hereto and incorporated by
reference herein located in Kitsap County, Washington.
3. It is the desire of the Grantor and the G~antees to
enter into an agreement relating to an easement to be granted
by the Grantor over, across, under and through its property
which should extend to and benefit the property owned by the
Grantees.
In consideration of the mutual covenants and agreements
contained herein, the Grantor and Grantees hereby agree as ;-,#;"
follows:
l. Binding Effect: The promises, agreements, grants
and easements contained herein shall bind the Grantor, and
Grantees, their estates, heirs, legatees, successors and/or
assigns; and shall run wi th the respective parcels of real
property owned by the Grantor and Grantees.
2 . Easement: The Grantor does hereby g~ant, warrant
and convey to the Grantees an easement for the Grantees to
utilize the detention pond located upon the Grantor's
property.
3. Easement Purposes: The purpose of this easement
grant is for storm water detention and the use of the
Grantor's storm water detention and ingress and egress to that
pond for the purposes of storm water detention.
4. Maintenance: The Grantor and Grantees agree to
. share equally all maintenance costs related to the detention
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pond I including landscaping maintenance and any other costs to
maintain the storm drainage system within the detention pond
area.
5. Expansion of Pond: The Grantees will pay all costs
associated with the expansion of the detention pondl including
excavation I moving the south boundary five (5) feet southward I
additional fencing I landscaping of the pond area enclosed with
the fencing and any other costs incurred to obtain required
regulatory'approval pursuant to the plans and specifications
prepared by the Grantees I engineer.
6. Reciprocal Indemnification and Hold Har.mless:
( a) Grantee shall defend and indemnify Grantor and
Grantorls employees and contractors and save Grantor and
Grantorls employees and contractors harmless from any and all
liabilitYI damages I costsl or expenses I including attorneys I
feesl arising from any actl omissionl or negligence of
Grantee I or the officersl contractors I licensees, agentsl
servants I employees, guestsl inviteesi or visitors of Grantee
in or about the detention pond area. Grantee shall have no
obligation to indemnify or defend Grantor for damages and/or
injuries resulting from Grantorls intentional acts or gross
negligence I and Grantee shall not be liable, or have an
obligation to defend or indemnify Grantor from damages and/or
injuries resulting from areas beyond Grantees I control or
responsibility.
(b) Grantor shall defend and indemnify Grantees and
Grantees I employees and contractors and save Grantees and
Grantees I employees and contractors harmless from any and all .~i/'
liability, damages I costsl or expenses I including attorneys'
fees, arising from any actl omissionl or negligence of
Grantor I or the officersl contractors, licensees, agents,
servants I employees I guestsl invitees, or visitors of Grantor
in or about the detention pond area. Grantor shall have no
obligation to indemnify or defend Grantees for damages and/or
injuries resulting from Grantees I intentional acts or gross
negligence I and Grantor shall not be liable/, or have an
obligation to defend or indemnify Grantees from ~mages and/or
injuries resulting from areas beyond Grantor's control or
responsibility.
7. Benefitted/Burdened Land: The parcel benefitted by
this easement is the Granteesl parcel described in Exhibit "B"
attached hereto. The parcel burdened by this easement is the
Grantorls parcel described in Exhibit "A" attached.
8. Applicable Law: This Agreement and the rights of
Grantor and Grantees hereunder shall be determined and
interpreted in accordance with the laws of the State of
2
------ ----- --- ---
. .
Washington.
9. Captions: Section, titles or captions are used in
this Agreement for convenience of reference only, and they in
no way shall define, limit, extend or describe the scope or
intent of this Agreement or of any particular section
contained herein.
10. Severability: In the event that any section of this
Agreement shall be held to be invalid by a court of competent
jurisdiction, the validity of the remainder of this Agreement
shall not in any way be affected thereby.
11. Entirety: This Agreement contains the entire
understanding between the Grantor and Grantees. There are no
representations, agreements or understandings, oral or
written, between Grantor and Grantees relating to the subject
matter of this Agreement which are not fully expressed herein.
12. Ownership: The Grantor leases the property
described in Exhibit "A" attached from Phil Aughnay and
Aughnay. The lessors Aughnay approve this
Agreement and agree to be bound by all of the provisions in
this Agreement including, but not limited to, the binding
effect of this Agreement on their estates, heirs,! legatees,
successors and/or assigns as more fully set forth in paragraph
1 above.
GRANTOR: GRANTEES:
BREMERTON BOTTLING CO., INC. , ."'.~
a Washington corporation
GARY L. MANSKER
By:
PHIL AUGHNAY
INGA S. MANS:.KER
~
PHIL AUGHNAY
AUGHNAY
3
. .
STATE OF WASHINGTON )
) ss.
COUNTY OF KITSAP )
On this day of June, 1996, before me, the
undersigned, a Notary Public in and for the State of
Washington, duly commissioned and sworn, personally appeared
PHIL AUGHNAY, to me known to be the of
BREMERTON BOTTLING CO., INC., a Washington corporation, the
corporation that executed the foregoing instrument and
acknowledged the said instrument to be the free and voluntary
act and deed of said corporation for the uses and purposes
therein mentioned and on oath stated that he is authorized to
execute the said instrument.
WITNESS my hand and official seal hereto affixed the day
and year in this certificate first above written.
Print Name:
NOTARY PUBLIC in and for
the State of Washington,
residing at .
:My commission exPires:__
STATE OF WASHINGTON )
) ss.
COUNTY OF KITSAP )
On this day personally appeared before me GARY L. and
INGA S. MANSKER, husband and wife, to me known to be the ~/
individuals described in and who executed the within and
foregoing instrument, and acknowledged that they signed the
same as their free and voluntary act and deed, for the uses
and purposes therein mentioned.
GIVEN under my hand and official seal this day of
, 1996.
,.:
NOTARY PUBLIC in and for
the State of washington,
residing at
:My commission expires:__
STATE OF WASHINGTON )
) ss.
COUNTY OF KITSAP )
On this day personally appeared before me PHIL and
4
I
. . .
,
AUGHNAY, husband and wife, to me known to be the
individuals described in and who executed the within and
foregoing instrument, and acknowledged that they signed the
same as their free and voluntary act and deed, for the uses
and purposes therein mentioned.
GIVEN under my hand and official seal this day of
, 1996.
NOTARY PUBLIC in and for
the State of Washington,
residing at
My commission expires:
4600-118\easement.2nd
!
:-'i~
~
5
Jun. 7 '96 9:24 Bradle~ Scott FAX 3604795499
p'
Utj/UI/~\j :oK1 1I.'.i: HI hU JOll 4/1) .')U;':;': . .::..
, . . ~! iJ IH{.I:.~l.1:.);U Ul~ ~. U . ~UU.l.
-
June 6, 1996
OC~@~JW~]
Mr, Victor C. U1sh ~ AUG 2 8 190{1
Bradley Scott Ine.
400 Warren Avenue, Suite 4S~ BREMERTON
Bremerton, Washington 98337-1408 . BUilDING DEPARTMENT
Dear Vie,
1bi$letter responds to your correspondence dated June 1. 1996, and oonfirms our,telephone
conversation of June 5, 1996. The Bremerton School District is willing to grant a permanent easement a5
requested for stonn water drainago under out driveway at the Maintenance, Transportation, and
Warehouse site. Along with the conditions outlined in your letter, the District will also require:
8. Evid.ence of permit approval.
b. Seven days notice prior to commen.eement of work.
c. That the easement agreement include ifhold harmless and indemnification" ."'.'
lansuage to protect the District during construction and in perpetuity.
d. That the easement agreement include a legal des.cription of the 15' x; 30' plot
in question.
e. That the District be provided an I(as built" drawing of the drainage
installation.
The cost of the easement will be $225.00 payable to the Distriot at time of sigpature. The
agreement will require approval by the District Board of Directors, A resu1ar Board meeting is scheduled
for Thur$day, June 27. 1996, at 7:00 PM. In order for approval action to be taken at that meeting, I will
need the proposed agreement in hand by Thursday, June 20, 1996, to permit legal review.
If'there are any questions. please contact me at 478-5113.
~~
/' all..- ;. Draper
WSD/dx
Oi Dr,1'3oyd
Dr. Whiwhoad
Mr. Ron Carpcnl<<
MI. Mat}' Urbaok, W & 0
WALTt.R S DRAPE*' IV, DIrector Of Flnano. and OperAtion., (2Od) .ta-'Ha
.
.
CITY OF BRElVIERTON
BUILDING DEP ARTlVIENT
(96-120)
PERMIT APPLICATION
DATE: August 15, 1996 TO BE CO.tv1PLETED BY: AUGUST 25,1996
MANSKER TIRE CENTER N/A
, OWNER CONTRACTOR
240 BRUENN AVE
LOCATION OF JOB
FOR: GRADING
ENGINEERING COJ\1MENTS REVIEWED BY NI-
APPROVED
DENIED ~ S"'I~-1('
<) (~J~ IS" S-~ a;=:,t:J7{C 7b 7JIE. S'dV'J?!. J<:.EPE$l6M77ft$
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PERMIT
. -
.,
~~
SREMERTClN PF~RM I 'T' t::::ENTF R ,;~
;~)O.:; <it h St r'eet 1 Or'emerton, Wi'< 9R;~n ;;
Phone: ( .3c':'O) 4 /E~-.~i;'l;?L.i FA.).': (' ::1,"\0) 4 78-:i,:J;;'H ~ ../
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I ;> j.:, r It:, y ~;[ pm,' I Oi"U 1{'.i<~I.\ !.,Ii" (~.'f,\,V)':\
1I\.Alt'\er: Mr'lpj::~I'!,!< r r !~l I : 1 ',t ,J i : :;,,~ H i,:, HH>l'~,
1:'jl.{~ P(;'( ~:;! Pi!!) I (n:t ! !()!)! ~l ;..i(; ',..IH~(6b
f.:nnt.:rdc:l.lif; i . I (I It ~ ; , 1, f.! :
I }ese : LifUii) J Nii : :'! r.;n: : ! ::ik Nt hJ ;"l~".!'l:~l..: ;.: I J i <I (:1 N'I! Ie
W*~~~*X*ft~**~*~**~*~~.~~~*~~~*~~~~~*~~,w.~~**~~~**~~.~~K**~~~*j~~~~~~~,~**~*~*~~~*~~*~~~J~~*~~~**~*
Cub j l; '(me!!., 'f l\:;rm! i' i f;,':::;' 1 ?l, .00 I i) 1;"1 I Cd I('ll!ai ,:d i f:('~: :\ {):::J .. ~:)O
1 ,?OO ,DO )(- I} i an r:~"i;,,:~"h ; '~7(~",:": '; :30 .00 /\dd i,'1, i IHk1! :-- t:~(~~'.~ : ,00
~. i 1t flf:: r ~ f:(:H: (? ~ :.{J i ot;, I I }f-~'( m j t r r:c ,: } h~'") .' :,0
*NX**M*M*~M**X**~A**~*M*~.~~~~~~~~~*~4~t*M**M~~~>>*****M.#~~N~~~W*~*~~~~~****~~~*~~******X*~~~
rhi'3. permit shall !Jecome null and void 1 f the building or iI.IOrk author1zed by tni" pf:'rmjr lc? not ,::;ommenced within
180 days from the djJte ofiuch p~:rmit, O( H this blJildin(J 1)1 l~ork authorized b: ::ucrj permir [" :5uspended iJ)"
abandoned at ilny time after the work L, ,~'ommenced hw a period of 180 dei'''::,.
- "
NOTICE, It is the responsibility of the permit holder. not the City of fJiemerton or nUl ]din(j nffki,d to see
j 0 it that requ ired inspect ions are made. ihe permit holder must not i b' the Bui ldinq Official vJhen re~\dY for
j ii8Pi.:,ct ions. Fo i luf,~ 0 f t he permit 1':0] liet to not i fy t he au il d1 f1q Off ida 1 of rr::qlJ i (E'd i ncspi;'ct i oml mil/ result
in the stoppage of t;he iJJork until such tlmr: tth:lt the pcmllit fllJlder can SUbi;tMltbte to the buildirl\) ~)ffici.:ii
that the concealed ':l(lrk mef::ts or e%ceec c!Jdere(JlJirement~'. Any deffioJitlnn, r.estJn':J, iir ftnancJi11 burden shall
tH~ borne di fect I,' by t h8 pfrrffi l t hn 1 d(~( , Fat lur8 f'o r,ubstant iaU' code fr:qrd (emcnrs I'll It lndcmni ti the Crt;
.1(f(),in"t any i:md al! (c"',,<ponc;jbjlit,'.. 'J( ltabilHr i'.cnnl"f~ted l~.jlh thf; conl,tnJci~io:L
1 hereby ccrti!';' that [ h2.\)e read di<r:! ('x;,jmin:::J this permil: and I<nO\ii th<>. ';.-lfil'; tel be trill:' .:lnd ,:unect, ;\ l t
, 1,~ 1
prov is? onb of taNs and 0((11 nnnO;$ (jO\iOYi\! og t hi" type ijf ~j(1r k vJi! J be cornp li <':0 ,.it h ('Jh,:r her '~pf";r; if j ed heret n
[)( not" fh2 (lY2ntinq ,)r a L'(:rrr!lf dije~ nc.t: prcsumr:: to gi';(: authofit./ to \:ii,:ilatc 0(' ci:Jn(el tr:.::': pnwLilonF.l of
an;; flther l:;tate ur :0(;.)1 law,iF;Qulatinr,l GonslYIj('i;iOi1 or the rerf(J'imanCf:; ol O:'l"lstructwn.
S\gnatuTc:__________________________________________________ Date: .~ -....----.--.--.......... ~g._.~''''." - - -- -- - ...~......'---,~
r CE':rt if;: thJt I am e~icmpt from the n:C;:;i ii:~mE:ilt8 of the state contractor '8 (e(li~;!;Yl:;t ion IJ:},1, under
'::ect ion :3, r::hapU~r 1 :\'-' , 1 al;JS i) f ; 9(,:' ,
slgnBture:_______________________________________________w_ Dtjtr:: : ~~'D_~~__~__________~__~____._h__
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BREMERTON
.-, aUILOINiJ o~rMTMENT - - ---~- ---
. .-.- -- . -- . .. .__ .. ___a___.__ _ _____._. ___~_ ..._ .__ ___ __ __. "_ _.u__ .._ ___u _ -. . --- - -. - - - .. -'-.- -~----_.
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~_.... -_.__.._---~_._---- ---. ---~..-_.__..- ~.__._-----------_..__._---- --------.- -- ----_._---._---_._-------~-~-- -------~----------"-,------_.-. --_.. ~-_.__._-_.~
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^< ~_.. - --. ,...- --.------ ..-- .--- .__.,._._----~----_. ._._------~--"--~ --- ---- .----- ~-- -. -.. -~ ~ --. ---~- --.- ---._-~-_._~---------. -~--- . . - . ------.--
I
.
., PePSI DIET
-: PePSI !Bu.JnE.'tton !BottLf.n9 Co., !1nc.
...
~ DBA PEPSI-COLA/SEVEN-UP BOTTLING COMPANY
~~p OF BREMERTON
5210 1 ST STREET. BREMERTON, WASHINGTON 98312-3342
(360) 377-6262 · (360) 37-PEPSI · FAX (360) 479-3832
May 6, 1996
Mr. Gary Mansker
1216 East Bay Street
Port Orchard, W A 98366
Re: Memorandum of intent to allow expansion and access to detention pond built by
Bremerton Bottling Co., Inc., on land leased from Phil Aughnay.
Dear Gary:
After a careful review of the documents provided by Parametrix, Inc., we have
determined that sharing our detention pond with Mansker Tire Center is an acceptable
proposition. Accordingly, we will enter into a joint usage agreement within the next six
months, which will include the following terms: ,
1. Mansker Tire will make a lump sum payment of$14,000 to Bremerton Bottling
Company.
2. Mansker Tire will pay 50% of all future maintenance costs of the detention pond,
including landscaping maintenance and any other costs to maintain the storm drainage
system within the detention pond area.
3. Mansker Tire will pay 100% of costs to expand the detention pond, including "
excavation, moving the south boundary an additional 5 feet southward, additional
fencing, landscaping the entire enclosed pond area, and any other costs incurred to
obtain required regulatory approvals per Parametrix plans and specifications.
4. Mansker Tire and Bremerton Bottling Company, and associated principals, will hold --
each other harmless in the event of occurrences caused by one party which adversely
affect the operation of the storm drainage system or surrounding prope~ies.
5. The joint usage agreement will be tied to the property to ensure that it Will survive
changes in ownership of the respective businesses or the land.
,/
Sincerely, 0: rn @ rn J W ~11
..--- .
.~ ~~ ~:~ ~ -""'-~/
7' /' .nJ .-
Phil Aughnay AU(j ~ B 1998
Chairman of the Board of Directors, and
Landlease holder BREMERTQN
OUlli1lNU OErl\RTMENl
lP A:kwo
- ---
.
,^
EASEMENT AGREEMENT
THIS EASEMENT AGREEMENT is entered into this day
of June, 1996, by and between BREMERTON BOTTLING CO., INC. , a
Washington corporation, hereinafter referred to as Grantor,
and GARY L. MANSKER and INGA S. MANSKER, husband and wife,
hereinafter referred to as Grantees.
R Eel TAIL S:
1. The Grantor is the owner of the real property
described in Exhibit "All attached hereto and incorporated by
reference herein located in Kitsap County, Washington.
2. The Grantees are the owners of the real property
described in Exhibit "B" attached hereto and incorporated by
reference herein located in Kitsap County, Washington.
3 . It is the desire of the Grantor and the G~antees to
enter into an agreement relating to an easement to be granted
by the Grantor over, across, under and through its property
which should extend to and benefit the property owned by the
Grantees.
In consideration of the mutual covenants and agreements
contained herein, the Grantor and Grantees hereby agree as ,-
follows:
1. Binding Effect: The promises, agreements, grants
and easements contained herein shall bind the Grantor, and
Grantees, their estates, heirs, legatees, successors and/or
assigns; and shall run with the respective parcels of real
property owned by the Grantor and Grantees.
2. Easement: The Grantor does hereby grant, warrant
and convey to the Grantees an easement for the Grantees to
utilize the detention pond located upon the Grantor's
property.
3 . Easement Purposes: The purpose of this easement
grant is for storm water detention and the use of the
Grantor's storm water detention and ingress and egress to that
pond for the purposes of storm water detention.
4. Maintenance: The Grantor and Grantees agree to
. share equally all maintenance costs related to the detention
1
o ~IG -~A _
.
.
pond, including landscaping maintenance and any other costs to
maintain the storm drainage system within the detention pond
area.
5. Expansion of Pond: The Grantees will pay all costs
associated with the expansion of the detention pond, including
excavation, moving the south boundary five (5) feet southward,
additional fencing, landscaping of the pond area enclosed with
the fencing and any other costs incurred to obtain required
regulatory approval pursuant to the plans and specifications
prepared by the Grantees' engineer.
6. Reciprocal Indemnification and Hold Harmless:
(a) Grantee shall defend and indemnify Grantor and
Grantor's employees and contractors and save Grantor and
Grantor's employees and contractors harmless from any and all
liability, damages, costs, or expenses, including attorneys'
fees, arising from any act, omission, or negligence of
Grantee, or the officers, contractors, licensees / agents /
servants, employees, guests, invi tees', or visitors of Grantf.3e
in or about the detention pond area. Grantee shall have no
obligation to indemnify or defend Grantor for damages and/or
injuries resulting from Grantor's intentional acts or gross
negligence, and Grantee shall not be liable, or have an
obligation to defend or indemnify Grantor from damages and/or
injuries resulting from areas beyond Grantees' contrel or
responsibility.
(b) Grantor shall defend and indemnify Grantees and
Grantees' employees and contractors and save Grantees and
Grantees' employees and contractors harmless from any and all :/
liability, damages, costs, or expenses, including attorneys'
fees, arising from any act, omission, or negligence of
Grantor, or the officers, contractors, licensees, agents,
servants, employees, guests, invitees, or visitors of Grantor
in or about the detention pond area. Grantor shall have no
obligation to indemnify or defend Grantees for damages and/or
injuries resulting from Grantees' intentional acts or gross
negligence, and Grantor shall not be liable, or have an
obligation to defend or indemnify Grantees from damages and/or
injuries resulting from areas beyond Grantor's control or
responsibility.
7. Benefitted/Burdened Land: The parcel benefitted by
this easement is the Grantees' parcel described in Exhibit 1113"
attached hereto. The parcel burdened by this easement is the
Grantor's parcel described in Exhibit "All attached.
8. Applicable Law: This Agreement and the rights of
Grantor and Grantees hereunder shall be determined and
interpreted in accordance with the laws of the State of
2
I .
~
Washington.
9. Captions: Section, titles or captions are used in
this Agreement for convenience of reference only, and they in
no way shall define, I imi t , extend or describe the scope or
intent of this Agreement or of any particular section
contained herein.
10. Severability: In the event that any section of this
Agreement shall be held to be invalid by a court of competent
jurisdiction, the validity of the remainder of this Agreement
shall not in any way be ,affected thereby.
11. Entirety: This Agreement contains the entire
understanding between the Grantor and Grantees. There are no
representations, agreements or understandings, oral or
written, between Grantor and Grantees relating to the subject
matter of this Agreement which are not fully expressed herein.
12. Ownership: The Grantor leases the property
described in Exhibit "A" attached from Phil Aughnay and
Aughnay. The lessors Aughnay approve this
Agreement and agree to be bound by all of the provisions in
this Agreement including, but not limited to, the binding
effect of this Agreement on their estates, heirs,~ legatees,
successors and/or assigns as more fully set forth in paragraph
1 above.
GRANTOR: GRANTEES:
BREMERTON BOTTLING CO., INC. , -.'
a Washington corporation
GARY L. MANSKER
By:
PHIL AUGHNAY
INGA S. MANSKER
~
PHIL AUGHNAY
AUGHNAY
3
"
. v
STATE OF WASHINGTON )
) ss.
COUNTY OF KITSAP )
On this day of June, 1996, before me, the
undersigned, a Notary Public in and for the State of
Washington, duly commissioned and sworn, personally appeared
PHIL AUGHNAY, to me known to be the of
BREMERTON BOTTLING CO., INC., a Washington corporation, the
corporation that executed the foregoing instrument and
acknowledged the said instrument to be the free and voluntary
act and deed of said corporation for the uses and purposes
therein mentioned and on oath stated that he is authorized to
execute the said instrument.
WITNESS my hand and official seal hereto affixed the day
and year in this certificate first above written.
Print Name:
NOTARY PUBLIC in and for
the State of Washington,
residing at . __
TYly commission exPires:__
STATE OF WASHINGTON )
) ss.
COUNTY OF KITSAP )
On this day personally appeared before me GARY L. and
INGA S. MANSKER, husband and wife, to me known to be the -."
individuals described in and who executed the within and
foregoing instrument, and acknowledged that they signed the
same as their free and voluntary act and deed, for the uses
and purposes therein mentioned.
GIVEN under my hand and official seal this day of
, 1996.
>
NOTARY PUBLIC in and fOJ:~
the State of Washington,
residing at
:My commission expires:
STATE OF WASHINGTON )
) ss.
COUNTY OF KITSAP )
On this day personally appeared before me PHIL and
4
--------
.
'"'
AUGHNAY I husband and wife, to me known to be the
individuals described in and who executed the within and
foregoing instrument, and acknowledged that they signed the
same as their free and voluntary act and deed, for the uses
and purposes therein mentioned.
GIVEN under my hand and official seal this day of
I 1996.
NOTARY PUBLIC in and for
the State of Washington,
residing at
MY commission expires:
4600-118\easement.2nd
~
;.--'
,
5
Jun. 7 '96 9:24 Bradl~~ Scott FAX 3604795499 p.:!
Utitu../~u HU 1I~ ;Hl h~.~ JIHI 4/ ~ .)U':': IHU:..Ill:.l< 1 U "Ii ~. JJ .
.. ~UU.l.
June 6, 1996
'Jj ~ @ ~ J W ~]]
Mr. V1ctor C. Ulsh AUG 2 [' 70r-S
Bradley Scott Inc.
400 Warren Avenue, Suitt 450 8REMERTON
Bremerton, Washington 98337.1408 , BUJLOINd DEPIWTME.Nl
Dear Vie,
This letter responds to your correspondence dated June 1. 1996, and confirms our, telephone
conversation of June 5, 1996. Th~ Bremerton School District is willing to grant a permanent easement as
requested for storm water drainage under our driveway at the Maintenance, Transportation, and
Wa.rehou.ae site. Along 'With the conditions outlined in your letter, the District will also require:
a. Evidence of pennit approval,
h. Seven days notice prior to commencement of \vork.
c. That the easement agreement include Uhold harmless and indemnification" :",,:;
lansuage to~ect the District during construction and in perpetuity.
d. That the easement agreement include a legal dC$Cription of the 15' x 30' plot
in question.
e. That the District be provided an Has built" drawing of the drainage
installation.
The cost of the easement wiH be $225.00 payable to the District at time of sig.nature. The
agreement will require approval by the District Board of Directors. A regular Board meeting is scheduled
for Thursday, June 27~ 1996, at 7:00 PM. In order for approval action to be taken at that meeting, I will
need the propos.ed agreement in hand by Thursday, June 20, 1996, to permit legal review.
If'there are any questions, please contact me at 478-5113.
.... .
."1lfiCereIY,
fifIJ
alt~ S~ Draper
WSD/dx
0: Dr, Boyd
Dr. Whj~d
Mr, Ron Carpcnt<<
MI. Mary Urbaok.. VJ &: 0
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.{:, '" " . .
'BREMERTON PERM':I,T.CEN'","'ER
. ":;!8.64th ,street". Sre.merton,14A 98337,
" Phcne: (360) 478.,..5:275 FAX: (360) 4".7a~5278i
. ' ., GRAD I HG PERM I TI
.." ,,'
J(;)b Addn ~~4b BRUFNN AVE pe'rmit No: <:N)'''''O~iOf.l
t.(Jca1t lc'Jt'/: ,Sfi, cnRNEROF f.U~tlF::NN. &, BURW~~LL " Statue: 'Pl:::NOtr-m
, :':;Pfjrm:d Nt): 16:?4(,14~,,()t)I}"2000 ,Applied,': 08113/19'16,' , ,
J ssuf'~d ~
A' . 1 "" t" M^N~I"E"t' .''f' H:>!~' ("rrlJ..!T'l~:'I':l O"]L (;'!<">"" ,A i~ ",' , .
l"'ip~hH.;t1ifl .. fin ,9\,~I~ r,H,~. _,r.:,'1'l f::,' qQ""'f:jr.H~I'+ l:::x",'j.reB.
. 1216f3AY st,pnrn OHCHARD WA 9a~36~
" !Jwnm"~. MANSKER TIRE "GI:~NTER Bi6'"'88~l4
" 1, Z 16 BAY ST POI~T ORCHARD WA 9a~f6t)
:COrlt r adt(rr~;;' t.:l c::#.~ Ex p :
>'. .;
, " D~~sc:aRA[nN(ii PERMIT FOR ~'WM,AN$l<fm TmECENi'FR
~", ~*':l(,,~*********ijf******,,********,)ii.~*****************,*,if***~,***;*~,******1(;*.lt***,.)ii**o)(,*.***********~,******
:CubicYar'da * fJ~)rmIt Feesft 1~;:'6 ..Otl Total Calr.;ulated Fee: :16:' .50
"l,~}~OO.OO *P:lan Cht:;ck Ft;H:71S= . ::;;0;00 AdditifJrial f;'ee~l:' .00
.' '. ".., . *. . ()ther F~e1,g'~ " . 9.:':10 : Total perm:lt FE3€:~: It!.1!5.50
'. :******~'.******'*****'~*********************** *********~H~**:lH~***'******~*****'********"*. "***1<'*'lHHHHHh* .
, " ' ,
. ThispeY',mil')$haU becolOO I1Ull and: lJoid if the builcliog or work authorized by thisPt'm'll1t is not commenced. within
,1BO OllYS from ~hedate of such permit, .or if thisbuildil'l9 or work authorized'bY.liluch'pe.rmit i$ Stlspended'or
. ab~ndohed 2it B:ilY time after the work it! commenc,ed for a period of 180 daya. . .' . .
. . '.
NotICE ~lt, istheresponsibU ity of the permit holder, not the City of Bremerton or Bulldi119 Official t'ol3ee
, t()' it that required inSPElc'tioM ail;! madlll. The perlllitholde.r must noti fy the Bui IdingOfficial when ready for
fh$Pectif.ma. FaHlJre Qf the permit holdeft~ notify the Building Official of raqul,TVJd iOSPElctir)M ilia)' Tt!lWlt
I; In;the stoPpaQ9 of tM work until $uch'ti/tle that th~ permit holder can substantiate to the buildingoffidal
...... th.P..~t th~C~,nt:ealedwork llte.ets. or exceed.S code recr. Uirelll.en,ts..AIIYdemOlitir.H1, testing~or financi,al burd~h shall
; bSiPorne dlreetlyby thl~ perrm!t holder. Failure to.substant4ate- code requirements will indemnify t~Clty
I '~~in8t aflY ane/aU reapo\:!$ibtHty or liabiHtYCOflriected with theooTletn.ictiml. ",
. 11en~bY cerHfytnat I have\read ,and el(a1llin~d this 'permit and know ttlesi1me to be truf.!and correot. . All .1
~yiovision$o(laws and ordinancee governing thistype of \1lOr'KW111 becompljed with wh~tner specified herein 1
or' not~. . The ~l'rantil'l9 ofa permitdoesnotpr!!,sume to give ,autfH:lrity to violate or' cal'lC~el the 'PYotlis!o!1s of
~~h'f other state or loca.l law ,r~gulating construction or the performance .of constructic>fI.. .
'Si"'nat!..[re:, ., '.. ' .. . . Date: ... ,.. . .. ,.. ... . ;
,i-' 1:l$ ....~~___\f<II_....,___.....~1'l'<........____IJ""'........'__\""'__-..l>o.....__"'..f"Y.....~___-.._,........_I"~".."'jI'__..... . ,_____"Il'_'''l'____,....__......_'''''~._.....____O!Ilo__.....'''':<
, ' ,
;'1 certify that I am exempt from the '(equiremetlts of th~ state contractor's fegistratij)il law, under
<Sect! 01'13", ChapterlZ6 ~ liwsof t967 , . ' . ._i)~ ~ .' ,
$ i onatuf e t .....~,___.."".....~......,"........_~..........._...,_..,_..."_.._,..........."""~,_:~~:~t"'~OI';e : ,~"'...,_,~.."'=_...*__~_~.._.._"'......""'M~_......
, t(fiUI , f{~
1j(,*lIl~H&*;,HUH~**~H(,~:l(,*~,H~~*****~"l\', ' /' '~ft Ii l.,'" , ' ,
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BREMER ON 'PERMI~ eNTER
286 4th Street~ BremertDn~ UA 98337
Phone: (360) 478--5275 FAX: (360)
GRADING PERMIT
. Job Addr= 240 RRUFNN AVE Permit No: 96-0508
i . I' "j, ' c'r." f"""1,3N I"" R" ["I"" 1"'lf:'!Jr"~'N ~, "'\II:lWI""11 -",,,,,.,,, t11""N-i""I'N,I~
I ; ",.OCi~ 'C ton;: ~Jj;~. ~.J "\ ::. J:" ': '\.. f::,,'\,f, (~t:$ ., .'\ . ::. "aO.." i:.;\ ~11".t.~'.l:1 :'" :;~, ...J ,t ~.::t
I Yi:frced No:: j 6.)~;:40 j 4"".06B.,,2000 flpp}j ~ (J8/l ~y 19%
I S~1uf.:~d ~
)6"r'll~~r'I.' MA,Nc~I=I~ ']-rD~ 01:Nrl~R~ 07~-8R~4 l~p~:
, ~'{r"'("#" ",~,,~,," '.~ ~ . ~~)l'ftu '\ .nt'r,,, \,,,,,,.f ~ '1" 0., C) ", -<-"\.\~-l' f, i ...~:>
. 1216 BAY S1 PORT ORCHARO WA 98366
!
. Owner: MANSKER TIRE CENTER 876-8834
I '1 \,' 1 1. I;l~ Y' C"!," r:)(~l::rf' (")P(" I !1!">['J WI:- ,:l8' ',J t. I.
,,', . <;,1 .. 1'1 ..J' r J" "' ,\ ,I" (., '\ " 1'1 7," ,.)(;:l<;,l
C:CJntra,ctor: LIc :Il:: Exp:
DesG ~ f;mAD J N(~ PI~]~M I T FOf~ NF~J 1'h~NSKEn T J f(E CENTE:R ..
**************~******************************************************************************
: Cubic Yards * Permit Fees: 126.00 Total Calculat Fes: 165.50
1.200.00 * Plan Check "Fees: 30.00 Additional Fees: .00
* other' 9,,50 Total Permit Fee: 165,,::10
**************************************************************~*****************~************
Thi€lpermit shall become null and void if the building or work authorized by this permit is not commenced within
;! )8pdays from the date of 8uch permit! or if thIs building or vKrrk authorized by such permit is suspended or
t' aoandoned at any time after the worK Is commenced for a period of 180 days.
:: NOnCE - It is the responsibility of the permit holder, not the Cit:v of BremertO!1 or Building Official to 8ef~
to!it that required inspections are made, Th.e permit holder must notify the Building Offi.cial. when ready
ffl$pectl.ons. FaUu!e of the permit holder to notify the 8uilding Official of required inspections ma;.; result
inithe stoppage of the I,'iork until such time that the permit, holdf)Y can substantiate to the buHding
th~t the concealed work meets or e;{ceeds code requirements, Any demolition. testing, or financial burden shall
bf~}b()rrie directly by the permit holder. . Failure to substantiate code requirements will indemnify th(~ eft)'
,
aG~ine~t any and all responsibilIty or liabilitj' connected with the construction,
~
i! ih(~reby celt i fy t hat I have read and exami nsd this permit and know t he same to be true and correct, All
p~ovi8ions of lall,ls and ordinances govl,rrning this tYPf) of l~ork ~jill be complied (lJith \~hethE;r 8P(~cified herein
or not, The granting of a permit does not pr6SWl1€l to give authority to violate or cancel the provishms of
~bf other state or local law regulat:lnfl construction or the performanc€~ of construction.
,\~
6'il'1ftatl"fR' Da"e'
,~t ,1 ~ tr.: ~{I.... il ""'....._.....~.,.....""'_....._"".""'~.."""...._'...."',...,.,__""',...."""_,_""'......_''''''''''..~''''..".._.."f_'__"."<l'._~"""""'~___'I"'_ k" "",,,,,.,,,,..,__,,,,,,_..~__,,,......._,,,,,,,.....,_,,,,,,,.._,~~.,,,,,_,,...,,,,_..........,.,.___
!~~,
cert ify that r am !:.;xempt from the requirements of the state contractor IS reglstrat ion law I under
hm 3, Chapter 1:26, law3 of 1967,
S j gnatur e: Date; """._______....._..__,____'.,..,____,_______
**************~************
t)j\\"I"M'1 +: ''''Ii\.t'\'~' ~,~'f"''',,",J:.'n'''l''''''~Jlt.'''l' 1';1y j -x:;" .... l")'~"'!M ~ . ~ cS. ',/.6. 1'-
, ..", Hi", " \"h,., \,t", r'r"I"" '""",,'" "', 1, ""U'-""",..., ,,,'I ,,~' I. to.,'"'' "CO,"",",,,''',,,'.,,, d'.., " {,,,,,,, ,,,",'" ~
LON } ~G
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I ~ m @ rn 0 W ~ r~" CITY OF BREMERTON
o , -', · i
,
f; , j AUG - 6 1996 ::"NOTICE OF ACTION TAKEN
. .
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I PARAMETRIX. INC.
I
BiiEMEiiTON. WASHING:~: ; J
--
APPLICANT: Gary Mansker, Mansker Tire Center
1216 Bay Street
Port Orchard, WA 98366
LOCATION: Southeast corner of Bruen Avenue and Burw;ell SJ,reet
APPLICATION: . SITE PLAN REVIEW 1R1!g @ ~ J W ~ ill
FILE #: SPR96-0009 AU~ 1 3 1996
BREMFl~TON
The City of 8remerton has taken recent action on this matteP,l1~NG DEPARTMENT
described in this NOTICE. Please direct any questions or
requests for additional information to the Bremerton Planning
Division, 286 Fourth Street, or phone (360) 478-5275.
DATE OF ACTION: August 2, 1996
ACTION TAKEN BY: Director of Community Development
DEADLINE FOR APPEAL: August 16, 1996
ACTION TAKEN: APPROVAL subject to the following
conditions:
1. Install proposed landscaping to meet 8remerton zoning and street engineering standards.
A Certificate of Occupancy will not be issued until the landscaping is in place and verified to
meet current requirements, or landscape bond in the amount of 125% of the estimated price is
received by the City (8MC 21.02.770).
2. All trees, shrubs, and ground cover shall be maintained in a healthy growing condition.
Dead or dying vegetation shall be replaced during the first possible spring or fall planting
season. The planting area shall be maintained reasonably free of weeds and trash (8MC
21.02.740 [8-3]).
3. Applicant will stripe the regular and handicapped parking spaces at the proper spaces at
the proper length and width.
4. Applicant will amend the approved site plan to show the location of the required
handicapped accessible ramp, and other necessary changes (signs, etc.) prior to issuance of
other permits.
5. Fire hydrants are required within 150 feet of all areas of the building.
----
", ' fl~# Sf~ ttb - DOO~
,
· . .~. '~:~~~~_~i~'[~~~L(~~~,~~:
, " , , "'," , """ ,,286-4thStreet ." ........ ....... ,... " ." ."." ,. ..478 5275"
,'. ; :-:<: ,'';. ;.., '.;'. : ," "" .." '. :~'.: " , .. . : .' '. . . . ".::', .; ',;.'. ::::;:.:.; ;":':' ::' ::: .:'.;. .' '.'. ." . "'", ::- . .. '. .
APPUCATION & CHECKLIST
FOR
SITE PIAN REVIFW) Il @ m D 11'1 fi::J nn
(-RLE II: sm. 95t ~ "JJu , lJ L2.d);
FEE: $ 59.00 JUN 11 1998
, BREMERTON
** Provide 5 copies of Application/Checklist and Site Plan*PUlLDJNU DEP4f?1MfNl
REQUIREMENT: Zoning Ordinance Chapter X, Section 6 (Site Plan
Review) requires a Site Plan Review for all land
use and development proposals involving F-' r- ' ._;;: ..
residential structures of three or. more dwellin,~~) @ (~ rn 0 W ],11). .,
units and all non-residential uses and structuJY. W
, ,
AUg 1 3 1996
INSTRUCTIONS: Please complete the following application
according to the requirements of the zoning , rWHV1i:RTON
district in which your project is located, and as itBllll nlNG DEPARTMENT
appears on the Site Plan. The application must be
complete or processinQ will be delayed.
..
-
1. APPLICANT & ADDRESS: Mr. Gary Mansker, Mansker Tire Center
1216 Bay Street
Port Orchard, Washinqton 98366
2. CONTACT PERSON & PHONE #: Pat All en, Parametri x, Inc.
Phone: (360) 377-0014
3. BUILDING PERMIT NUMBER:
4. PROPOSAL (describe nature of the development): Commerc i a 1 deve 1 ooment
for a new Mansker Tire Center.
5. LOCATION (include street address, if any): Southeast corner of Bruen and Burwell.
6. TAX ASSESSOR'S PARCEL #: 162401-4-068-2000
, . . ,
, . , 7. PARCEL SIZE: 1 .24 Acres
. ,
8. COMPREHENSIVE PLAN DESIGNATION: Industrial
9. ZONING DESIGNATION: General Industry (IG)
LOT DEVELOPMENT REQUIREMENTS
},U"i:i:::,:tf@t:f'm'::t::,:::,\/::m:::::/::::;:::l:'R1;9Y1~[):l::RRgep~l:o.:.I:::fi@?t::::'?(::,~I~FANALYS~S\{,}':: ,,:::::::::},,: f
Front Yard Setback: !i!ii!i:il::i:!i!::::ilil:I:I,III~:!:III:~:I!:'.:::I:'::::11:11:1:11::I::I'::::II::::.:::I:::,I'i:l::,::::1::ill/:i:lilill!I::'i::!..:i;;:;;I:I!::::....!:,::.jli:::Ii!::
20' 381
Rear Yard Setback: :'j,I.:I:::,':.:::,:'::,"1:."j::::::':._I:!'I:.:::.:.::I,I:I::,II',:II:,.:.:I::":I"I:llj.:::!::!!:,:":,,..",:1::':1:1:":':::":':,::,1::::',1.,11:::'1:::::::.::.::':::.':.:
0 68'
Side Yard Setback: 11,.:I.I,:,II.:'.';'I','::II'I:"::I,11111111'/II::,!'I:,::I;!,'!::::.I:.II:.I:',:I:,::;:III:'::,II:II,:I:I.j:,ill,',:::'::,:I::::.".:I::":,::I':::.,I:,"I'!,!.!!:III,::I/::.:'!
0 65'
Height: 1':.'::,:.I','::/::,I::,".::::I::,::'lilll!:III':lil:I,11.il.ll,:li,I::I"I.,"II.I:.:::I:I...:I::::I:::::,,".I.:::':::::::1:::1:,1,1.:1:':,:1:1:11,1.,1111:":1:::::11,,,,1:1:.:",:.
80' Max 23'
Allowable Density: -;
- -
Dwelling Units:
- -
Lot Coverage:
1 00% Ma (
Landscape Plan: ::::',I:,::::IIII.I:::!:IIIII:,IIII:!:'III:,.:I;'I',:':::,I:ll:'I!::I':'I.:,:I:'I'I:I:1
Yes Yes
10. PARKING: Existina Soaces: 0
Parkina Lot TYDe: (circle applicable) Lot ~ "8", or "C" features:
PARKING CALCULA TlON TABLE
_.II.tI_.iIJl!~!tlll.IIl'
Warehouse 5880 1sp/2000 sf 3 --
'Showroom 1890 1sp!200 sf 9 -
. , . . . .
1sp! Bay & -
Service Bays 4480 1sp!200 sf 30
Total SDaces Reauired: 42 (from parking calculation)
Tqtal SDaces/ Provided: 48 (existing + required)
HandicaDDed Provided: 2 ONe, ,ftJ f1' yJ'J7f, 'IA,J '?f~ ~fl/'~J7.
Motorcycle & Bicycle Provided: 0 NONE:. ~'Olld'-l1 fo'fl. /tOTO St~~J~f: 11+'.
. ,
11. PROPOSED SIGNAGE: (state number, all types and sizes - in sq. ft.)
,
. , . 1 si gn 3' X 20' (60 sf) J; JU t7"'" tI. ~'f6t1Mff.
Free Standinq:
. A'f1'prliV fe.~ rKI$ \
Buildinq: 2 signs 40 sf each (80 sf total) f~"'^'1" -iN,....O,rI&
ff:flM , f TO fDl,wnN..
12. PROPOSED LANDSCAPING: (dimensions of areas/strips & square footage)
"H~ 1"~ I "9ICIt~V NI11t''''- THe ~'.l-\"T
Front: 6,000 sf (Abutting Roadway) ifL,J\N "....t:;. /IT n4" ''''~''iC'tIO'''' If
...,~w~1It-- ANl' &PoVG:N M"~'" &2 tAeA"~T7
Rear. N/A f1 liT') . ~ ~ -rtU: if2.1 A ~ (; 1..". .
A rhO I tI" T,r.e.~ '^IK) a>t.u:", , c:.T ~'1"-H
Sides: 3,000 sf 1lt~ ,I bO F-T. TO~' "'~ t;,,, ~-rA,JC.Eo-
1Ze1"',u.1" Ir-t T"'~ 'PMt14,Na, T ~X"riP.
Island(s) under free-standina sians: 2,000+
Parkinq Lot Interior Areas (10 sa. ft. per soace): Not Required
"
13. OPEN SPACE (required for projects of one acre or more). Please include
plan for reasonable care and maintenance of open space areas:
Amount Reauired (acres & percentaae): 15% of 1.24 Acres = 8100 sf ()~
Total Amount Proposed: 8100 sf Active: 3500 sf Passive: 4600 sf o~
14. CRITERIA FOR SITE PLAN REVIEW:
PLEASE INCLUDE ANY NECESSARY INFORMA TIOH ON THE SITE PLAN
THA T ILL US TRA TES COMPUANCE WITH THE FOLLOWING CRITERIA.
STAFF MUST SEE THIS INFORM A TION IN ORDER TO MAKE ADEQUA TE
FINDINGS FOR APPROVAL. REVIEW THESE CRITERIA CAREFULL Y.
Bremerton Zonina Ordinance Chapter X, Section 6-8 includes the Criteria for
Site Plan Review. The Director of Community Development shall approve a Site
Plan unless the Director finds that one or more of the following conditions occur
with respect to the proposed development: (Do not write in tlFindinQ" space, it
is for staff analysis ).
1. The bulk, height, location, or placement of structures or the intensity of
uses of the proposal would:
a. Be detrimental to other development in the neighborhood; or
b. Result in loss or damage to unique natural or topographic features
of the site that are important to the quality of life in the City.
~SHlffj~lRHill:(#i:~\\\I;]:;@\W~:IIfJ,I:M:lliljlJ\ltl:JJ.It\:m\~\:\IHJljI\\I:I\@\ImI\I:JtIr:;jI\M\IIr:ttt:~:\Im~::rr~\m;;:;Ir%I:~:::\;\j
I
2. The provisions for vehicular and pedestrian circulation and parking on the
site and on adjacent streets would:
a. Create hazards to public safety; or
b. Result in serious loss of natural or topographic features.
... ....1'(> I~NT' Al:-:....'? I rf::...,I'..f,~'-'.~ ~,e.::.,..~~'?_~~~f.'.\..~..,~..r,:r.r~A,rJt.>.N.
~:Shlff:FiH'HfHQ':';\:~fjirz:e$?;?:;~:?::'bb#:t?l:trl:D'1Q:::::i+:~{:1"~~Jtti{:::?;:?::t:{;:;:;:}::{r}<rr\()::
. , . tJo ~e..1Z-'OU~ v~ ~.f t-J1\i1J1ZA-L- "'Ofo~fLApHrG F~^11n~b?
3. The landscaping provisions do not adequately protect neighboring
properties from the development.
::StMhFiWdiHQ:~:_I(2.;~17::::ml#.}fnt%~~lHeif:W:~~TJ?~t:;~:1A:'JrN::fMaN\i{i:}:t:iJi:t;:::{I::;
.. ~lfUI~A^bl,~,
4. The Site Plan fails to provide for soil and drainage problems that will be
caused by the development.
rSl~fftFrHaTri'Q;:::J:~iTD'4yr=:I:::t'?,.t'l::fJJA1IBl'::::~:I~fr:~:I:':~:i:W~~~'::reif~i-rt1
b~w' Nf:etz. K11?\11 HIlNC, ff:12M', ff-fA"76.
5. The provisions of exterior lighting are inadequate or wi/! adversely impact
adjacent properties.
:S'faff::F1TWiIHQ:::::{:::::~~:::~::Iav<<tl~t~:~tfU::i6l::~1.9:ttt:=:::tlm::{~:fS:li:1tlme;:N;::il:::::iII:::::::i::::::(:":@::::':::::::;:II:l::::'::'~:
6. The applicant has not set forth a reasonable plan for the care and
maintenance of open spaces on the site.
::SfafftFi'HdiH:a:~:::::'::::~:::::::::::I.l::~;rm:::::::::~qtl1\~ie~lf::':::};::::::!:};'::?::::::i:/::::{:\:::I'::':\:;::}'}::=::t:{::'\I!:::j:I:I:;:::YIt':\;:::mI:::t:':f::::::::::::::::::::;::::':::i::mg;g::
7. The proposed development will impose an undue burden upon public
services such as sewer, water, and streets.
:St'~ffIFihdi'r1'tn:::tt:::!\~:v~}~;:f::'~'.~l:~~j@::::::::tf:i~:::}'l~}~.~B:E~I~r:.t::I:ailJ,::1 Nc"
fe1-Ml1'" fHA-?b. ~N,~~ JMf1UY~1Z7 NM1 f;E; ~1UJ (tE:..P' ~
Go 11'1.1 e.J-'~'rJ~~. f"1J'(Z. ~~ AtJP tJ"r/L.ITt ~.
15. APPLICANT'S STATEMENT:
I hereby certify that the statements contained herein are correct. I understand that conditions of
approval may be required to adequately protect the zone and neighborhood within which the
subject use/structure is located, and I agree to abide by those conditions.
I understand that the decision on this application may be appealed and possibly overturned. I
also understand that an approved Site Plan is subject to Planning Commission and City Council
review and could be terminated for violation ofterms or limitations.
I understand that APPROVAL of this Site Plan may be appealed and possibly overturned by the
Planning Commission or City Council.
ead, understand, and agree with all of the above statements.
t'- //-- y~~
Date
\
. DIRECTOR'S DECISION
I, the duly appointed official responsible for review and decision on Site Plan proposals
do hereby APPROVE this Site Plan, referenced as File # SPR96-0009, and located at
SOUTHEAST CORNER OF BURWELL STREET & BRUEN AVENUE (Parcel #
162401-4-068-2000). This decision is based on, conclusions drawn from the
information supplied on the Site Plan and this application/checklist. This APPROVAL is
subject to the development standards shown on the Approved Site Plan, and to the
following conditions:
1. Install proposed landscaping to meet Bremerton zoning and street engineering
standards. A Certificate of Occupancy will not be issued until the landscaping is
in place and verified to meet current requirements, or landscape bond in the
amount of 125% of the estimated price is received by the City (BMC 21.02.770).
2. All trees, shrubs, and ground cover shall be maintained in a healthy growing
condition. Dead or dying vegetation shall be replaced during the first
possible spring or fall planting season. The planting area shall be
maintained reasonably free of weeds and trash (BMC 21.02.740 [B-3]).
3. Applicant will stripe the regular and handicapped parking spaces at the proper
length and width.
4. Applicant will amend the approved site plan to show the location of the required
handicapped accessible ramp, and other necessary changes (signs, etc.) prior to
issuance of other permits.
5. Fire hydrants are required within 150 feet of al/ areas of the building.
~;1k ,
~rJI199C.
DONALD L. PRATT DATE
Director of Community Development
** NOTE: This decision may be appealed to the Bremerton Planning Commission
within 14 days of the posting of this decision.
JUL 31 '98 10:38 AM BREMERTOH D.e.D. 380 4785282 Poge 1
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. . post.lt'" brand fax transmittal memo 7671 lit of pageg · J
To l' f\o T p.. t,fA:;tJ "\'Om Jlfln~ C<J(7M'M~
ENGINEERING COMMENTS
CO. r A'CZ-A IV'I=; 'ftt-I X Co. UeMVl-~,J
Project: Mansker Tire Center Oept. Phone W 4-7 g _ r; 1..1 'S
Applicant: Gary Mansker FuW +1~"~'fl..f Fax" .f1f}- S"'L'/'O
Reviewed By: Ned Lever
GENERAL
I. A right-of-way permit is required for the driveway ramp COl1st11Jction.
SHEET ~ OF 5
I. Show both the existing and proposed contours on the Utility & Grading Plan. The existing
contours are illegible. Indicate spot elevations at parking 101 comers and use flow arrows to
indicate direction of sheet flow. The grading is unclear in the areas of CAlf I and CB#3,
2. The existing and proposed topography must be shown ill the area of the detention pond ~ith a
maximum contour interval of2 feet. The pond expansion must be dimensioned and sideslopes
indicated. The existing inlet and outlet elevations must also be shown. Provide ripmp slope
prolection at the new inlet to the pond. Provide 8 cross section of the pond.
~3. Indicate erosion control measures on the plan including limits of silt fence and the locat!on ofthe
gravel mat entrance. Include a gravel mat entrance detail in the plans,
4. A double detector check valve assembly is required for the sprinkler system. Indicate the location
of this valve on the plan, City personnel will tap the mllin and install the valve. See the attached
estimate of the installation costs.
5. A separate domestic water service and irrigation service is recommended. All water service taps
will be perfonned by City personnel. Backflow prevention is required 011 the irrigation meter.
6. A c1eanout is required on the 6 inch sewer lateral at the propelty line.
7. Provide 0.2 feet of fall across all catch basins and stonn manholes.
SHEET 4~
*' I. There is a tree located within the !light distance triangle at the intersection of Bun veil and Bruen.
This trec must be located olltside the triangle.
* 2, Verjfy that the strccttrccs do not conflict with the 160 foottuming sight distance required tltthe
parking lot exits.
Sill;ET 5 OF ~
l. On the control manhole detail the overflow elevation is sct to high. This elevation must match the
elevation of the peak stage ror the 100 year dcsign stonll. With the riser as shown, there is a catch
basin in the Pepsi parking lot which will overflow.
f {}Or'VIi/DrJ'1 ~f "'?11~- rv~,J fJiA/rf,N "rr-,t::~'fI',J f<"fLMtrr"<p' 1~?I-'ll..o
JUL 31 '96 1B:39 AM BREMERTDN D.C.D. 36B 4785262 Poge 3
,
. .
8" DETECTOR, DOUBLE CHECK VALVE ASSEMBLY
JlATERIALS
QU/l.NTITY DESCRIPTION PRICE
_1_ 8"X 8" CI 'rAPPING SLEEVE MJ x FL_ ~_~$290. 27
_1_ 8" GATE VALVE, 1'APPING, MJ x FL_RIS_ - 346.50
_1_ C.I. VALVE BOX_ 30.00
_25 LF_ 8" DI CL. 52 ,TYTON JT._$9.28/tT_ - 232.00
_2_ 8" ADAPT:ER, MJ x FL $58 EA._ ---- 116.00
_1~ 8" DETECTOR,DCVA W/BYPASS ~ 2835.77
_1_ VAULT, 5'x 9'x 6'W/O BOTTOM - 1056.44
_1_ LADDER, IN-HOUSE - 100.00
_1_ MAN~OLE ASS'Y, ALUM. LID - 'WATER'__ __148.36
_2~ MANHOLE GRADE RINGS, 4"x 24" 32.40
_1_ 12" PIER BLOCK 10.00
_5 C.Y. 1\" DRAIN ROCK $15.00/YD - 75.00
- 5 C.Y. PIPE BEDDING 15.00/YO - _75.00
- 1 C.Y. CONCRETE-THRUST BLOCK _75.00
SUB-TOTAL _5,422.74
INVENTORY & STOCKING 15% ~813.41
MATERIAL TOTAL $6,236.15
JABOR
5 MEN, 12 HOURS, 4 HOURS BOOM TRUCK OPERATOR ..., 64 HOURS
RATE $52.00/HR. 64 )C $52.00
LABOR TOTAL $3,328.00
-. EOUIPMENT
HOURS DESCRIPTION RATE
.._8~ 1994 SERVICE TRUCK l~ '1"_ _150.80/DAY ~150.00
.._8_ 1991 P.U. TRUCK _30. 37/DAY - 30.37
__8~__ 1990 BACKHOE, FORD 555_ ~186.82/DAY _186.82
_B_ 10 YD. DUMP, DIESEL _170.44/DAY _170.44
_8~ 12 T. TRAILER, TILT-UP____ _31.20/DAY _31.20
_4_ BOOM TRUCK ~__ _110.00/HR -- 440.00
_1_._ 1'APPING MACHINE _40.00/HR _40.00
SUB-TOTAL _1,048.83
15% ADD _157.32
EQUIPMENT COSTS 1, 2Q6.. ~~
DOCVA SUB TOrrAL $10,770.30
PAVEMmIT RES'I'ORA'l'ION
3'x 26' ASPHALT, CURB, & SIDEWALK RESTORATtON $1,400.00
TOTAL $12,170.30
NOTE: THIS IS AN ESTIMATE ONLY. PRIOR TO COMMENCEMENT OF WORK
APPLICANT WILL BE REQUIRED TO COMPLETE AN APPLICATION FOR WATER
SERVICE, AND PAY APPLICABLE FEES. BILLING WILL BE MADE BY ACTUAL
COST OF SERVICE. APPLICAW1' WILL BE REIMBURSED OR BILLED FOR
DIFFERENCE IN CHARGES.
PLEASE MAKE CH:ECK PAYABLE TO: BREMER TON CITY TREASURER
IF YOU ~^VE ANY QUESTIONS, PLEASE CALL DEREK SKANES AT 478-2325.
JUL 31 '98 10:38 AM 8REMERTOH O.C.O. 380 4785282 Page 2
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JUNE 26, 1996
CITY OF BREMRRTON
DEPARTMENT 01" PUBLIC WORKS AND UTILITIES
ESTIMATE FOR COST OF SERVICE
NAME: Mansker Tire center
BILLING ADDRESS: 240 BRUENN AVE
PHONE:
SERVICE ADDRESS: Burwell Street and Bruenn Ave.
-
DOMESTIC W^rER SERVICE
1" WATER METER. .. . " . " . . . . . . . . . . . .. . . .. .. . . . . . . . . . . . . .. . . $ 788.00
GENERAL FACILITY FEE..12,250 SF @ $172.21/2000 SF.. 1,054.79
FRONT FOOTAGE FEE..267.87 FT.@ $9.19/ft.......... 2,461.77
283.22+252.53/2 = 267.87
ASPHALT RESTORATION............ '. . ". . . . . . . . . . . . . . . . . . 300.00
$ 4,604.56
IRRIGATIQH METER
DUE TO SEWER CHARGES BEING CALCULATED FOR WATER CONSUMPTION A
SEPARATE IRRIGATION METER IS ADVISED
1" TURBINE WATER METER.............................$ 788.00
GENERAL FACILITY FEE...2.75 x 172.21............... 473.58
11,000 SF LANDSCAPING @ $172.21 per 4000 s.f.
ASPHALT RESTORATION.................... . . . . . . . . . . . . . . 300.00
$ 1,561.58
SEWER
SEWER CONNECTION INSPECTION.-LATERAL @ MAIN...... $ 250.00
GENERAL FACILITY FEE..12,250 SF @ $172.21/2000 SF.. 1,054.79
FRONT FOOTAGE FEE..267.87 FT.@ $9.19/ft.......... 2,461.77
283.22+252.53/2 = 267.87 $ 3,766.56
S.XORM DRAINAGE~L~N REVIEW FEES
PRELIMINARY DRAINAGE PLANS $225 + $10/1SU.......$ 404.47
1.03 ACRE IMPERVIOUS @ $10 PER 2500 SF
44,866.8/2500 x $10
FINAL DETAIL DRAINAGE PLAN REVIEW.....$lO/ISU......$ 179.47
STORM DRAINAGE INSPECTION FEES.....................$ 179.47
$ 763.41
WATER, SEWER, & STORM THIS PAGE....................$10,696.11