HomeMy WebLinkAboutAUTO CENTER BLVD., 4901
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BREMERTON PERMIT CENTER
.286 4th Street "Bremer-ton" liJA 98a:"17
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BUILDING PERMIT
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(.~ppl icant:: S"I'Il:~NCO SrE]::l, ~:;'I"I:~UCrUH[:~:; 94:::l"<J();::~3
PO BOX 4005 TUMWATER, WA 98501
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Status::
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9'7 ...() 1 '7El
IS!::;l.!ED
0:3/21/199'7
04/0;::'11997
09/:;:::9/199'7
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I,."oci:rl'; i. on ~ Mr::r~CI'-1ANTS MOt) I NG & !::;"l'or~(')Gr:: (ElE], I NS )
Parcel No~ 2124011-079-2006
Owner: MERCHANTS MOVING & STORAGE 943-3023
4907 f\EAN ST I3Rl:::,Mi:RTON WA 9f.l~::jOl
Contractor: STIHNCO STEEL STRUCTUHES 943-3023 Lie #= STIRNSS077PA Exp: 10/1/9'7
PO BOX 4005 TUMWATER, WA 98501
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Oeee: REPLACE SlDRM-OAMAGEO STEEL 8LOG/C~FICE
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Valuation * Permit ~ees: 922.85 Total Calculated Fee: ] ,'753.41
133~200.00 * Plan Check Fees: 563.'78 Additional Feee~ 20.00
* . Other Feee: 266.78 Total Permit Fee~ lv773.41
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MECHANICAL/PLUMBING FIXTURES-- MECH-Gas Furnace to lOOk btu.: 1 MECH~Unit Heater.............: 2
MECI+.Gas Piping (out le'tf:i). .. .: 1 PLBG-Water Closet."....",.,.,,: 2 PL8lH"avafory. . . ., . . . . . " " , . . .: ~~
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This permit shall become null and void if the building or work authorized by this permit is not commenced within
lao days from the date of such permit j or if this bu:ll.ding or work authorized by such permit is suspemded or
abandoned at any time after the work is commenced for a period of 1HO days,
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NOTICE .,. It is the responsibJ.lity of thE: permit holder, not the City of 8reml:lrton Cl'l' 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 Dfficial of required inspections may result
in the stoppage of th~; work until such time that the permit holder can substantiate to the building official
that the cancea lE,d wor k meets or elxcE:ecls code requ i rements" Any demqli t ion, test i ng j or fi nancia 1 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 connectt~d with the construction.
I her€!by certify that I have read and examined this permit and know the same to be true and correct. All
provisions of laws and ordinr:ll'lCeS govl?rning this type of work will be complied with whether 8pecifif~d herein
or not, ThegrantinSl of a permit does not p\"f.!8Ume to give authority to violate or cancel the provisions of
any oth~r stat,E("'or local law regulating constructlcm or the performance of cr:mstruction"
Slgn.tur~___~__Q....:_,.~_""._"_._".,,,___..__. Dat€J: __,."~':"..'_-::'b=t:_,z..__.""._"",,_..".,,.,,,
I certif that-lJro exempt from the H:lLlUirements of the state contractor's regir~t:ratir:m law, under
Section '1 Chapter 126, laws of 1967,
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Permit No: 97-01.78
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Job Address: 4907 KEAN sr
A~38,( r~cct No:: ;? 1 ~;::40 1. :1 "'''()'7(~).'''';'?006
Location: MERCHANTS MUVING & STORAGE (BEKINS)
Applied: 03/21/1997
APproved: 04/02/1997
Issued: 04/02/1.997
App 1 :i ca,nt:: S'T I RNCO S"I"I::::E1 ~::;"rF~UC'l"l..JF~E:S
Uwner: MERCHANTS MUVING & STORAGE
Contractor: STIRNCO STEEL STRUCTURES
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C.. SPRINKLER & ALARMS SHALL BE MONITORED OrF PREMISES
MONInJRING~ UL lISTED ~ENTRAL STATIUN. WITHIN 206-360 AREA
CODE::: "
D" "1"v.JO ~::;'T'OITl (.~DAPTI::::F<S & 'It,ll] 13LJ..JF r~E:F'I",.EC'TClf<S..
E. EIGHT INCH ADDRESS NUMBERS REQUIRED UN FRONT OF BUILDING"
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INITIAL REVIEW OF THE PERMIT APPLICATION AS PROVIDED
INDICATES A VALUATION UNLY. AND NU PLANS ,OR DETAILS FOR
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IN PERMIT #97-0184 REVIEW) ARE APPLICABLE~ NO REQUIREMENTS
WILL 8E MADE AT THIS TIME.
'TI"'II~::; r:'ACIL.l"I"Y [.JILL. r<F:(;)UII'<[: IN~::;P[:C'TION nl::::F'C:H~E ClCCUP(~NCY"
FOR ADDITIONAL INFORMATIUN. PLEASE CALL PAT JAC08SEN AT
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BR R N PERMI CENT R
" 286 .4t h re~t j' Bremet'tc:.tn jf !.4A 98:3,'3.7
Phone: (360) 478':;'527.5 FAX:: (360) 4,78~~5:i:'78
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8uilding Permit No:
4907 KEAN ST Status:
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2124011-079-2006 Expires:
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Butler Manufacturing Company
7440 Doe Avenue
Post Office Box 1590
Visalia, California 93279-1590
Phone: (209) 651-5355
Fax: (209) 651-5370
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{.\PR 02 1997 ~~
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FEB, 20, 1997
DALE F. STIRN
STIRNCO STEEL STRUCTURES
TUMWATER, WA.
60' X 90' X 24' LRF 1/2:12
MERCHANTS MOVING AND STORAGE
BREMERTON, WA.
BMC Order No. 04-020155
Bldr. No, 0197
To Whom It May Concern:
Please accept this letter as our certification that the Butler Manufacturing Company (an AISC
Class MB Certified Fabricator) components of the subject . 'ng, when ordered in accordance with
Butler standards, will be designed in accordance with the 98g; dition of the AISC Specification for the
Design, Fabrication and Erection of Structural Steel and the 8 Edition of the AISI Specification for the
Design of Cold-Formed Steel Structural Members. The basic oads of the subject building meet or exceed
the County Climatic Data as published in the 1986 Edition of the MBMA Low Rise Building Systems
Manual.
Loads applied to the subject building are in accordance with the 1994 Edition of the Uniform
Building Code.
The subject building is designed to carry a basic roof snow load of 25 pounds per square foot and
a collateral load of 5 pounds per square foot in addition to the dead load of the structure.
The building is designed for a basic wind speed of 80 m.p.h., exposure factor "B", and wind
importance factor of 1.00, applied in accordance with Section 1616 of the Uniform Building Code.
The building is designed for Seismic Zone 3 and earthquake importance factor 1.00 in accordance .;
. with Section 1624 of the Uniform Building Code,
Load combinations are in accordance with Section 1603,6 of the Uniform Building Code.
These Butler components, when properly erected on an adequate foundation in accordance with
the erection drawings as supplied and using the components as furnished, will meet the above loading
requirements. The design of this building for wind loads assumes that doors not supplied by Butler are
designed to sustain the same wind pressures and suctions as the walls in which they are installed. This
certification does not cover field modifications or design of material not furnished by Butler Manufacturing
Company. Components for the building will be produced in one or more of Butler Manufacturing
Company's facilities located in Annville, PA, Birmingham, AL, Galesburg, IL, Laurinburg, NC, San Marcos,
TX, and Visalia, CA. All listed facilities are Category MB certified by the American Institute of Steel
Construction.
Cordially yours,
I EXPIRES 912tM98 ,
DONALD O. GO, P.E.
PROJECT ENGINEER
DOG:BK
..
Feb. 26, 1997
STIRNCO
Steel Structures
GENERAL CONTRACTORS
Judy Wilson, Bldg. Official
Dept. of Community Development
City of Bremerton
286 4th St.
Bremerton, Wa. 98337
re: Merchants Moving and Storage
C4901 Kea_':l.._~~
Bremerton, 98312
Dear Ms. Wilson:
'We are supplying preiiminary informatiohto your office pertaining to the replacement of the
above facility which collapsed during the January snow storm. We understand your office will
assist in' expediting the rebuilding process so the financial impact to the owners is minimal.
The building that collapsed was a Butler pre-engineered steel building 60' wide, 96' long, and
24' taiL It was constructed in the middle 1960s. That building contained the following
features:
The building had minimal 2" roof and wall insulation
The building had two insulated overhead drive through doors '
The building was sprinkled for fire protection/'
The building had a monitored fire alarm system /
The building contained two gas-fired unit heaters./
..,. . The building had typical high-bay warehouse lighting.!
.j;i:I/<l9"',_,: '.
&&Ii1f~:-addition to the above features, the Butler building also contained a small wood-framed
...' tf~#jce complex in the front corner (footprint enclosed) with a glass storefront and small exterior
~._:rQ)3nopy, consisting of a small office With electric baseboard heat and no ventilation, one small
... restroom for office personnel use, one small restroom for warehouse use, a small warehouse
accessed lunchroom, and a plywood lid for storage of additional materials above.
Our intention is to replace the pre-existing building with a new structure of the same footprint,
upgrading wherever possible. The small warehouse accessed lunchroom (approximately
9'x15') is being dismantled, and will not be included in the remodeled office complex.
NEW BUTLER BUILDING
A new Butler steel building will be provided complying with the latest construction codes.
Specifically, the building shell will be designed to the 1994 Uniform Building Code, with the
following design loads:
Roof snow load: 25 psf ./
Roof collateral load for lights, sprinklers, etc.: 5 psf .
Wind load: 80 mph Exposure B, Importance Factor 1.0 .;
Seismic Zone 3, Importance Factor 1.0. v
There is no evidence that the existing foundation/floor has suffered from any' prior loading
history, and we are assuming it is adequate. All column loads will be placed on the existing
foundation locations designed to support these loads. While our new assumed loads will not '
PO Box 4005 344 Cleveland Ave Tumwater WA 98501 3609433023 FAX 360 943 9452
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gr~atly differ from loads experienced with the previous building, we will need to upgrade the
ancho'r bolt schedules. We have employeeL Sound D~9-njo provide technical expertise in
the lengths of embedment for the new bolts, and the method for embedment. They will be
providing us with Design calculations and drawings for the installation of new bolts, and we
will make those available to your office as soon as we receive them.
WAREHOUSE IMPROVEMENTS
We will be upgrading the roof insulation to R-20 and the wall insulation to R-12 to comply with
the Washington State Energy Code. /"
We will be reinstalling the two existing insulated overhead doors:'"
The building will be sprinkled by a system designed by Smith Fire Systems that will be
submitted to the City for review and will be reviewed by the Washington State Rating Bureau
for compliance with its design criteria to meet Military storage requirements.
\/Ve will be reinstalling the two existing unit heaters which will be rebuilt to improve efficiency
New; higher efficiency high bay light fixtures will be installed. Lighting levels will be far below
those of the Washington State Energy Code. /'
OFFICE COMPLEX
The footprints of all office complex rooms are to remain the same with the exception of
lunchroom, which is being eliminated. The existing framing is remaining intact with the
exception of the warehouse bathroom framing that needed to be removed to remove the steel
building structural system. The floor covering, sheetrock walls, 'insulation, storefront glass
system, front canopy, ceilings, electrical wiring and above-floor plumbing in the office and
restrooms will be completely removed and replaced with new materials complying with code.
In addition, the office will be provided with a new forced air gas heating/ventilation system.
/ (Appropriate Mechanical and Electrical Permits will be obtained.) 'New doors will be installed,
and all new hardware will be in compliance with ADA (Because the bathroom footprints are
too small, theY,wil1 not be reconstructed per ADA standards).
It is our understanding that this narrative letter along with the following' documentation will be
sufficient to obtain'a building permit. let us know if there are any additional "hoops" to jump
through:
1. Design/Calculations from Structural Engineer for Foundation (Forthcoming)'>
2. Butler Drawings and Design Calculations for Building (Forthcoming) '-
3. Design Drawings and Calculations for Fire Protection System (Forthcoming)'
4. Design Drawings for Fire Alarm System (Forthcoming) ~
We currently have a Butler delivery date of April 1 , so that's our latest target datefor a
building permit at least for the shell construction.
W7-\o~k forward to working with you.
{!4~iJ-
Dale F. Stirn
cc Joe and Mike Oswald
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Stimco Steel SlNcwres
P,O, Box 4005
Tumwater, WA, U,$,A 98501
IpIOjKt
Merchants Movin9 and
Storage
I Building Description:
UM 1 011
Merehan\$ 60'lt96'x24'
llO'~. 96'~. 24' 0"
25RSL / 80MPH / UBC 94
Butler Mlg, Co, ,KIln... City, 1.10
I Drawing Tille:
Floor Plan
Scale:
1/20"" 1'-0"
. :
.. Indicates a Braced Bay or Set:tion.
I MERCH1.A.DV
Ver.S.20,4S
2/26/97 8:49 PM
I Drawing No.: I Rw.
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Building oescrlptlOll'. \/el_5,20.>15
Plolect Unit\ot\ 7/26/91 8: ~9 pM
.. Builder, Me1c\lanlS MQ'ling and lAelChanlS 6lJ-;9fSy{l4' feN pe(S~
~t~~~\i>>~~ sU1neo St8I'\ suuet"leS Sto1age 60' 0",,96 0",,24' 0" seale: orawing NO,:
P ,0.80" 4O<f.> 25?-S\..1 8Ol<IPl-{ I UBC 94
~ 'TUlOwatel, VI/'., U,SA 9850\
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ENGINE,ERING
PLANNING
SOUND DESIGN
INCORPORATED
2417 PACIFIC AVE SE
OLYMPIA WA 98501
PROFESSIONAL MOVING & STORAGE
Bremerton Washington
Foundation modifications to attach new building columns to existing foundation.
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Notes: New threaded rod shall be Fastenal part # 47221 or equal.
Epoxyshall be FastenalPro-Poxy 300 Fast of equal
SOUND DESIGN INCORPORATED 2417 PACIFIC AVE SE OLYMPIA WA 98501 (360) 943-2604
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SUTLER ~AHUF~CTURIHC ~. STIRNCO STEEL STRUCT. I MERCHANTS I'fOVING 25- Roar Sl + 5-Cll ANCHOR BOLT OItlltl... JlUl'8Ea.- UY.
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CilIMPAHY DAOER EHCTHEERIHC TUI1WATER, WA BREMER TON 80 MPH EXP B USC 94 I OETAll SHEET
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UNIT I - ENDWALL FRAME AT SIDEWALL GRID
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UNIT 1 - ENDWALL FRAHE AT SIDEWALL GRID S
. , c , 0 I I ~ I C I . I
H I . I H I , l I , I l I H I . 1 .. I , I , I l , H , , , l I H I ,
IDL IDEAD lOAD 0.021 0.511 0.001 1.13" 0.001 1.131 0.011 -0.021 ....1 IOl IDEAD lOAG I 0.021 0.591 101;11 O.QQI -0.001 I.UI 0.001 ..0.021 0.51
:eLlICDllAJERAL lOAD 0.03, '.50' 0.001 1.271 0..001 1.21 ; a.OD. ~o_a31 0.511 leLlICOLLATERAl lOAD , 0.03 I O.SI' 1.271 0.001 -a.OOl 1.211 0.001 -O.O~H O.:i6
Sl- 15NOY LOAD 0.141 2.U, 0.00" I.J~I '."1 1.35- O.DIII -0.141 2.831 ISl ISNOW lOAD 1 0.141 2.831 1..15. 0.001 "O.DOI 1.35. 0.001 "0.141 2.81
''A.L IWIJlO lOAD LEft -3.151 -J.TS I 0.00, 0.74, 0.001 -2.051 0.081 -Q.ll' -'."j IwutlVllIQ LOAD RIGtfl I 0.111 "0.941 -2.051 O.-oal -o.OOt 0.741 0.001 3.651 -J.n
hA.R IVINO lOAD RICHI D.'" I 2.021 2.JTI -5..011 0.001 -2.121 0.001 1..21: -o.lt l\A.lIVIND LOAD u:n I -1.291 -0.'" -2.221 0.00. -2.Ji11 -5.011 0.001 -O.lTl 2.02
lED ISElS"IC LOAD -0.971 -1.211 G.G', 1.241 0.00 I -0.011 o.oo~ -0.011 0.07 lED ISEIS"fC UJAD I 0..061 0.071 -0.09 I 0.001 -0.001 1.241 0.001 0.171 -1.21
I~L 1"1" SNOW lOAD LEFT 0.001 2..111 0.001 11..121 0.00 ' 0..421 0.01" 0.00' -0.07 IStR 1"1 II SNOW lOAD HIOHI I .0.001 -0.071 0.421 0.001 -O.DDI 1.121 0.00 I -O.OQI 2.11
ISlR I"IN SNOW lOAD RICHT O.OOt 0..121 0.151 0..231 '.G' . 5.931 0.081 -0.15' M'l ISLll"IN 5NOV LOAD LEfT I 0.151 2.901 '.1131 '.001 -0.151 '.2~1 0.001 -'.001 0.12
IEliIP IE\! VINO PRESSURE 0.941 -1.19, 0.001 -1.81 I 2..115. -1.811 2.11' -0.'41 -1.11 IEWP lEV WIND J'IIESSURE , 0.941 -1.111 -l.BII 2.1&1 -O.ODi -1.811 2.1151 -0.'4 . -1.11'
IEW lEV IIINO SUCtiON 0..94 . -1.19. O.DQI -1.811 -1.891 -1.811 -1.0' -0..941 -1.19 IEVS lEV VINO suer loa , 0..941 .1..191 -, .811 -1.811 -0.001 -1.811 -1.891 -0.941 -'."1
I I"AJ(. POS. REACT I ON 1.011 ~.95 I 2.371 9.12' 2.111 1t.751 2.151 1..211 4.02 I 1",\1. pO!. REACTION I 1.011 4.Dotl 8.151 2.161 -2."71 9.121 2.111 3.131 ~.15
I I"AX. NEe. REACtiON -3.131 -.1.111 0.001 -.1..88' -1.891 -1.Oi I -I.n. -1.01, -..5.1 I InAX. NEG. REACtiON I -1.271 -0.5'1 -1.0' I -1.811 -0.001 -3.88' -t .8'1 -1.011 -3.11
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IDL lDEAO lOAD 0.811 J.JJ I -0.811 J.JJ
leLl ICOlLATERAl LOAD l..oSI 3.&01 -1.051 1.80
ISL ISNOW LOAD 5.251 18.001 -5.251 18.00
IWlL 'WINO lOAD LEFT -8.....1 -1.141 -2.181 -4.08
IWlR IVI HO LOAD RICH' 2.181 -4.011I1 5.481 -'.64
lED ISEISttlC lOAD -1.03 I -0.191 -1.031 0..19
ISLL IHIM SNOW LOAD LEn 2.121 13.611 -2.621 4.33
ISlR I"IN SNOW LOAD RICHT 2.121 4.331 -2.&21 13.&7
IEliIP IE" VIND PRESSURE 0.331 -5.85 ' -0.33' -5.85
IEViIE" VIND SUCJlON 0.33 I -S.B51 -0.33-1 -5.85
I 1"~II:. POS. ilEAC' ION 8_2151 24.93 , .5.60. 24.9,)
I IMII:. HEG. REACTION -5..601 -4.311 -8.26t -4.31
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OIlllER ENGINEERING
SYSTEM
IlIVllD€O.
ST IRHCO STEEL STRUCT .1,
TUMVATER. VA
. PRO.lfCT'
I BUIlDINC ORDER DlSCIIIPUQtf.
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MERCHANTS MOVING
BREMERTDN
1 . 60X96X24 LRF I
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80 MPH EXP B UBC 94 ,
SEISMIC ZONE 3
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-
FIRST IN 'FASTENERS'
AstINM:/UNITE>> FAST SETTING .~ON SAG
INJECTABLE GEL EPOXY ADHESIVE BINDER
\,,-,,'
FAST SETTING GENERAL PURPOSE EPOXY ADHESIVE BINDER
---
DESCRIPTION:
it EXTHEMELY FAST SETTING.
· Multi purpose. 2 component parts.
· 100% solids. Solvent free.
· VOC oompllant
· Moisture insensitive struotural Epoxy Adhesive Resin.
USES:
· Grouts, bolts, dowels, pins, vertical and overhead, where
extremely rapid setting, fast turn around times are needed.
· Structural bonding of concrete, masonry, wood, etc. to a
maximum glue line of 1/8 Inch.
· Seals cracks and around Injection ports prior to pressure-
InjectIon grouting.
. Interior, exterior, vettlcal, and overhead repair of concrete
ae a super fast setting epoxy mortar binder.,
, ,.' USING CARTRIDGE: '
\-; 1 . Remove end plugs from cartridge. Save plugs If entire
cartridge Is not to be used. ..,.
2. Slide retaining nut over statio mixer. Static mixer tip may
be cut off to third notch for easier gunning.
3. Secure static mixer to cartridge by screwing retaining nut
onto cartridge.
4. P\aoe oartrldge In hand or pneumatic gun for use. Unused
epoxy may be saved for next Job by removIng static mixer
and re-Inserting plugs. Epoxy In static mixer will harden;
a new statio mixer will then be required.
COVERAGE:
, . One (1) standard carttldge (A-S pair) yields 37 cubic Inches
of epoxy gel adhesive.. .
2.0ne (1) gallon yields 231 oublo inches of epoxy gel
adhesive.
3. One (1) gallon of adhesive, when mixed with one (1) gallon
by loose volume of oven-dried aggregate, Yields 365
cubio Inches of epoxy mortar.
PHYSICAL PI=tOPEATIES:
Adhe$lve strength test of pro-Poxy 300 FAST per
T-49-2-90 at Ambient Temperature
Total load at Failure (Average) . . . . . . . . . . . . . 21,494 1M.
Cure Time .,..,..,...............;....',. 2 hours,
CONSISTENCY:
Non-sag gel, approximately 150,000 cpa.
POT LIFE:
ApproximatelY 5 to 10 minutes
APpeARANCE: -
Compound 'W' White. . . Compound "e" Gray
STORAGE CONDITIONS:
Store at 40o-950F. Condition material 700-BOo before
usIng.
PRO-POXV 300 FAST ASTM-C-881 TESTS
LABORATQRY TESTS RESULTS
0-695 Modulus of Elasticity 239,027 PSI
0-895 Oompresslve Strength 10,682 PSt
0-882 Bohd Strength 2,934 PSI
0-B81 Consisten,oy II;/~; o (no flow)
0-881 Gel Time 7 Minutes
MSHTO 235 Bond Strength 5,897 PSI
"
AASHTO 235 Strength Retention 98.70,41
v
FASTENAL PART NUMBERS
51960 Unitex 21 oz. Pro-I='oxy Fast
51961 Unitex Hand Tool
51962 Unltex Pneumatic Tool
51963 Unitex Static Mixers
51964 Unltex Retaining Nut
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ESTIMATING GUIDE FOR FASTENALlUNITEX PRO-POXV CARTRIDGES
Deformed ReJnfomlng Bar Smooth I:,. ....1 Coated ReinfolclngBar
REBAR HOLE ~ I 314 I 718 I I 1-1/4 I 1-112
HOlE f SIZE NO. 3 ,NO. 4 1
a-.
v DB'TH t ~C:Zlf 1 112 I 518 1 TIS 1 1 I 1-118 I 1.318 I 1-1/2 1 1-518 ~~..I ~ 1 7/8 I 1 I 1-118 1 1.318 I' 1-5/8
...
r- 1621 1271 821 711 611 3D1 291 I 821 721 601 501
N 2 41
10 1091 851 551 481 41 I 201 201 551 481 401 331
I') 3 28
m
..0 811 631 411' 371 311 151 151 411 361 301 261
I') 4 21
5 I I 651 511 33/ 291 251 121 121 321 291 241 201 17
6 I I 531 4~ 271 241 201 101 101 281 241 201 '161 14
7 I I 461 361 231 201 181 91 81 241 211 171 141 12
I 8 I 411 321 201 161 151 al 71 211 181 151 121 10
1
, ' 361 281 181 161 141 71 71 181 161 131 111
I
I., 9 9
l'.
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~.... :3 16 331 251 161 141 121 61 61 171 141 121 101 8
l ~
0 301 231 151 131 111 61 51 151 131 111 91
I 11 11 . 8
.J
<< 12 I 271 211 141 121 101 51 51 12 141 X121 101 81 7
z
UI I 251 \ 201 131 -, 111; 91 51 51 131 ' 'n I 91 81
~ 13 I 13 6
00
<< 14 231 181 121 101 91 41 41 121 101 91 71 6
11.
I: 15 221 171 111 101 81 41 41 111 101 el 71 6
Q. "0201 161 101 91 81 41 41 101 91 81 61 .
v 16 5
v 19j 15J 101 81 71 41 sl 101 al 7l 61
.. 17 5
N 181 141 91 81 71 31 31 I 91 al 71 51
~ 18 5
:l 171 131 91 71 61 31 31 I 91 81 61 51
:I 19 4
~ -v; I 1~1 gl 71 81 ~I ~I I 81 71 61 51
r- 20 4
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I This guide is 10f estimates onfy and does not supersede o. ,~;,.aer speciJications. These figureS are offered anIy as a guide and cannot be guaranteec:l. In any way, by UNITE=<'
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ProjeCt \ Building QeSCoption: orawing Tille: MERCI-I',"'O'll
.. Builder. 'IIer.5.20,45
WQ@)~~~~1JiJ Merchants M","Og aod uoit''''' 1126197 8',49 pM
Stimco Steel $tfU<'Wres IAefChants ~4' f\oOl plan
~ p,O, Box 4cif.> Storage 80' 0" x 96' 0" x 24' 0" prawiog No,: \R....,
Scale:
iurowater. WI'., U.SA 9850' 25RSL I 8OMPI-I I u8C 94 ,120"" ,'-0"
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Bulle, Mfg. Co . Kansa. City, MO
"f Builder:
Slimco Steel Structures
PO, Box 4005
Tumwate<', WA, U.S,A, 98501
I Project
Merchants Moving and
Stol'age
I Budding Descnption.
Un~1011
Merchants 60'>:96'>:24'
60' ()" x 96' ()" x 24' ()"
25RSlI 60MPH I UBC ~
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A'OI/ANTAOG:..
Builder.
Slimco Steel Structures
P,O, Box 4005
Tumwaler, WA, U.S,A. 98501
Butler Mfg. Co. ,Kansas City, MO
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I Building Description:
.
Unit 1 of1
Merehants e0'x95'x24'
60' 0" x 96' 0" x 24' 0"
25RSL I80MPH lUBe 94
'ljlJlliIIIJ*'I~111
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I Drawing Tille:
. Indicates a Braced Bay or Section.
Floor Plan
Scale:
1/20" = 1'.0-
I MERCH1.ADV
Ver.5.20.45
2/26/97 6:49 PM
I Drawing No.: I Rev.
.
. ',ll TRNIE"
~ i . It's Hard 7b Stop ne."
f(-
PROPOSAL SUBMITTED TO
BEKINS MOVING & STORAGE
STREET
4901 KEAN WAY
CITY, STATE. AND ZIP
BREMERTON, WA. 98312
ProposaL
Ra,'. H. V .A.C., Inc.
1215 Ivy Road
Bremerton, WA 983~0
(360) 377-5005. FAX 3n-7680
1-800-562-6414. RAYS HI-130D7
, il/
.
!....b"C-?J
!
i
PHONE ~")(~ rr (Ql\ltic DATE
373-2021 02-20-97
JOB NAME
JOB LOCATION,
W. hereby lubmlt speclllcatlonl and esdmates for
RAY'S H.V.A.C. INC. TO INSTALL A TRANE TDD060C936C i80% EFFICIENT GAS
FURNACE COMPLETE WITH CONTROLS, LABOR, AND DUCTWOR~, FOUR (4) SUPPLY
REGISTERS, AND (1) RETURN AIR IN OFFICE. RAY'S T. 0 jREINSTALL (2) UNIT
HEATERS IN,THE WAREHOUSE. BEKINS TO RAISE UNITS U1') WITH THEIR FORK
LIFT. RAY'S TO RUN GAS PIPING FROM METER LOCATION iON BUILDING TO
UNIT HEATERS AND FURNACE. FURNACE TO LAY HORIZONTAL ON TOP OF OFFICE.
RAY'S TO CHECK BOTH UNIT HEATERS OVER FOR ANY PROB~EMS BUT IF PARTS
ARE NEEDED IT WILL BE EXTRA. BEKINS HAS (1) FLUE RIPE FOR (1) UNIT
HEATER.
NOTE: WIRING, WIRING PERMITS, AND INSTALLATION OF STAT WIRES TO BE
BY OTHERS.
\ l;
,y
FO
95% DUE UPON ROUGH IN. BALANCE DUE UPON RECEIPT OF FINAL INVOICE.
PAST 30 DAYS, 1.5% SERVICE CHARGE ON BALANCE.
...~
~)- @\~~ \\n~ .
~ .E ll!J ;" _ j \'J ~ I. !
MAR 2 ~i 1997
~\\..t
BREMERTON
BUILDING DEPARTMENT
~ATURAL
~
ALTERNATE~ (*IF AN ALTERNATE IS SSLEC'J'ED PLEASE CIR':LE.)
NOTE: PRICES ONLY GOOD IF DONE AT TIME OF INSTALLATION.
I ~
,
I
ALT #1 - HONEYWELL ELECTRONIC AIR CLEANER MODEL #N/A
ALT #2 - HONEYWELL CHRONOTHERM THERMOSTAT MODEL #TS;600 (FOR OFFICE) $150~ )
PERMITS BY OWNER. REFER TUBING Byl N/A
CUTTING BY N / A GAS PIPING BY i RAy' B '
ELECTRICAL BY OTHERS THERtv'OSTAT I IF56-444
STAT WIRE BY RAY'S FURNISH-OTHERS I NSTAtmJRNACE FLUE B~ RAY'S
, Patching, painting deanlng, other repair or restoradon not I
Included In orlee unless specifically mendoned In the prolOsal. I
.-r- ---
ALTERNATES
BREMERTON BUILDING DEPARTMENT
Inspection Report
Replace stonn-damaged steel bldPermit Number:
4907 Kean St.
97"'""0178
Scope of work:
Address:
Owner:
Contractor:
Merchants Movinq & Storaqe
Stirnco Steel Structures
Phone:
Phone:
943-3023
Inspection card/approved plans on site
Footings: required steel pla{:ement
Footings: required width & depth
Bearing soil (soils analysis if applicable)
FOUNDATION
Setbacks
Walls: required steel placement
Walls: required size
Special inspector (when applicable)
II
COMMENTS:
FOOTINGS APPROVED:
WALLS APPROVED:
FRAMING
Plumbing & mechanical approved
Floor joists and beams/proper clearance to earth
Foundation vents
Anchor bolts: nuts & washers in place
Floor joists: size & span
Notching & drilling: joists & beams, studs
Exhaust fans: where required
Whole house fan, outside air intakes each bedroom
Range hood
All vent terminations: windows & property line
Windows: meets egress requirements
Windows: safety glazed where required
Stairs: headroom clearance
Fireblocking: wall to ceiling, furred walls every 10'
Fire blocking: tubs/showers
Fire blocking: stuff holes top & bottom plates
Wall bracing
,
Trusses: specs, bracing
Attic ventilation
Shear nailing
Electrical approved
Crawl space access (min, 18 X 24)
Positive connections posts & beams
Posts properly supported
Mudslll: treated material
Beams/girders: size & span
Smoke detectors: all required locations
--
Exhaust fans insulated: unconditioned space
Fans terminating directly outisde
Dryer exhaust vent
Fireplace combustion air
Windows: proper U valve
Ceiling heights
Stairs: rise & run; proper width
Fire blocking; stairs, soffits, lowered ceilings
Fire blocking: lids in void spaces, shafts
Sheetrock backing
Rafters size/notching
Attic access
Wall & roof sheathing
Building dried in
COMMENTS:
--5~ ~ ~-
~
c,/A 07
..... . _ J
APPROVED:
Insulation: proper R value
Insulation: vapor barrier
Penetrations caulked as required
6 mil black poly in crawl space
ENERGY CODe COMPLIANCE
Insulation: proper fastening
Bottom plates caulked to floors
Electrical boxes' gasketed or caulked
COMMENTS:
CEILING INSULATION APPROVED:
, Appliance location and access, proper support
Venting: clearance to combustibles
Vent termination
Ducts: size & support
Gas pipe: size & support
Gas pipe: within 6" or underground-coated
Gas logs: safety shut-off
Woodstoves: EPA certified
Woodstoves & fireplaces: proper hearth
Chimney liner: when required
MECHANICAL
~ .
Applianc~ clearance to combustibles
Venting: size & support
Combustion air
Gas pipe under test
Gas pipe: underground milt 12" below grade
Gas shutoff within 3' of appliance
Gas logs: damper permanently open
Woodstoves & fireplaces: Tight-fitting doors
Manufacturer's specs on site
Chimney: separate flues when required
]I
COMMENTS:
GAS PIPING APPROVED:
FURNACE APPROVED:
OTHER APPLIANCES APPROVED:
PLUMBING
DWV & water piping under test
DWV: proper sizing
DWV & water piping: proper support
Vent termination
Water supply: proper sizing
Water heater: gate valve on cold water supply
Water heater relief valve drain to outside
R-10 pad under water heater when required
Grease traps/interceptors: where required
DWV: proper grade
DWV: proper drainage fittings where required
DWV: required cleanouts
All fixtures vented properly
Shut-off valves on all fixtures
Vacuum breakers: where required
Water heater: siesmic strap
Water-piping insulated as required
Proper indirect wastes: where required
COMMENTS:
~ ~ ^'t'~
~y~)
rftsd?
K-
Proper fastening: nails-7" o.c, horiz. plane
Proper fastening: screws~12" O.c. horiz, plane (1/2")
Proper fastening: screws-16~ o.c. vert, plane (1/2")
Proper fastening screws-12" o.c. horlz. plane (5/8")
Proper fastening: screws- 16" o.c, vert plane (518")
Area & occupancy separation walls
Usable space under stairs (5/8" required)
Corridors
nails 8" o.c, vertical plane
screws-12" o.c. horiz. plane (11;2") 24" o.c. framing
screws-12" o,c. vert. plane (112") - 24" o.c. framing
screws-12" o.c. hortz. plane (5/8") - 24" o,c, framing
screws-12" o.c. vert. plane (518'" - 24" o.c. framing
Draftstops where required
Waterboard where required (not on ceiling)
PLUMBING GROUNDWORK APPROVED:
PLUMBING ROUGH-IN APPROVED
SHEETROCK
COMMENTS:
SHEETROCK APPROVED:
FINAL
Energy code requirements met, exhaust fans
Garage/dwelling door self closing solid core
Handrails & guardrails, as required
Exit signs when required
Occupant load posted when applicable
Wood siding to earth separation (6"
Radon monitor when required
Plumbing & mechanical
Smoke detectors where required
Fire ratings maintained
Emergency lighting when required
Building weathertight
Building Address posted
FINAL APPROVED:
....
COMMENTS: ~ till'\.
~~
. i
~__..........J
.. c~;C -, ',-'" ,'i'>' _.' ..
"?'1"1 ';.'~<I'''''"'t.i~\>:"",Y;I':'l''~'' '. "1\
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~,~;~~,-,,;.r" ," ;"';"~~ "i~,f '-',:,-J,'i:r, f ::,: I
CITY OF BREMER""
478.S215 - 2tltl '
FA>< : ~.::::f)O-89S,-4925
-_.......'"";'l~r1'D 1-
.j - BUa..DING DEPARTMENT
, W~I'lEeT, BREr.1ERTON, WA 88337
PAGE 4
(zfAfj
()4/28 '97 08: 13
I D : k I T3AP CCiUhJTY DCD
INSPECTION REPORT PERM,rNo__~l
, have this day In6p,cted this structure and these premises and have found the following ',"ii,);tltions
of City, County anei/or State laws governing same:
..~'_..~.-._--~v------"-------_.---~..~~.-"~. .---~- btJ.'
--n~~ffu-YW~ -K~1?Ui'-~~
,.- ....".l1:........----___..",._.ItlfrN.,_. .___~~_._OJ.._.___,._.~_.__._.._--~~
---- -'- -~azj---'-
-V
- -- --.......--.... -- -.......-..--
, ~._, - --'-~_... . . .
, ~~-~~~--
-----
.__.'_ __'____________._... _, _ _".......r-_
'~'-~~u~~.~r~~y not~;'I~d t~~~"no ~~':;~~rk Siu;\i; be CO" red - pan th~8e pre" J'li"J until the above
'.fjol~tkm8 are corrected. When corre~Uon$ nave been ma . ~or re.-lnIJpe 'f n;,. ~"
00 Not Remove This Tag DAH?._tIJ ~ .___7 __. ., '~..__u_._". ..C,~.
iN 1\ Ft)~ rH.jh..(::l~~t) ;:)f~jJ"j
,<,'til,"'" '
h:):::j}::::!\i:::::i:::::::i:::::::i!:B.' :::01. ~ 'i:.;:;ft:l:f~l''',,::::nE''..:I' .::~:::::i::.\:nn.::::.~*;tEl. :b.1;~:::;%:;:;:::::\::;:::;:::::::::B:\i;
.I~1Jocs1i~~~~~i~ii~~f~W~~~f2&ia:~i~"t1?f
APPLICANT: DOWNER D CONTRACTOR D OTHER:
q7/ D(!F .
SITE ADDRESS: L/ Cfa-; 'PO/! Jf- COUNTY ASSESSOR PARCEL #: d.\ d.-40r r
OWNER: Meccho.;J-J tlOJ\~'cjJc~ ADDRESS: L-/~D \ }(pc,y\ sJ-
CONTRACTOR:S+}/,nr<) "3~j c~h-u.;fure)~ ADDRESS: Po Bot< +ooS _
\ST1R./\/sSO'''rlfl1 TumuJoJer- LJA.. Q'3so1
CONTRACTOR LICENSE # EXPIRATION DATE: I JJ{- /- q 7
CONTACTPERSON:D~S+)/; CONTACf PHONE # ~O-qce3 -30d--3
o SFR 0 DUPLEX D MULTI-fAMILY ~SINESS D OTHER:. . c.
o SIGN 0 DEMO 0 MOVE BLDG. 0 MOBILE 0 GRADING(rd,),_~E (i;l E J WE im
o 'NEW D REPAIR D REMODEL 0 ADDITION 0 OTHER: MAH 21 1997 ,
BREMERTON
INTENDED USE: MDv1l"J ~,~ krc....~ ' ZONING ClASSIFICATION: COUN~~~€tMRTMEN;0>
NATURE OF WORK PROPOSE?: ~ \~u. ~\iil f)) \d~ ~ (f)~cp Mt("1Y~:tJ '^.
, S~c>vJ Sk:-- d~_J... ~7 '- kJ UJZ""I(2~ h ff; :;( /2(; /~7
SQl!ARE FOOTAG~ ~ (~/;:.JLl..rage:
1...J l 0 Q )' (J 6 0 '1.JJ rz..R arll/:)
For De artment Use Onl
.r::::::::::::#::M~U^tr1nN/:\:::::}:W:tf:PtX:&::::J&;Vlt:'WrasE:;::::: :=m::{t?t.itEIDVftm::ttBS::tf:::mW{il:f:m:::::$:Uit~mk.G~$:@:tl:~. %:~=m::l=m:mm(t}ti\tM:atES::::iim@f:
, $ ~ $ Q A. ?J5 ENERGY: $50.00 $ / ~ 9. J" / g
u '-"( " STATE: $4.50 ::;) 0 CO
Decks:
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 after expiration, the applicant shall resubmit plans and pay a new plan review fee.
I hereby certify that the
~rmatjon is correct to the best of my knowledge.
,. DATE: J/21/>;
I
APPLICANT'S SIGNATURE:
qF'
S;(
J
!~i'~tl~i.Io'-:~^:...6W!~1~~,2
. - . , - ,- ,
:J:!i:i::i:~:ii;:::::j;:::I!:::t11ii~:~111Ui:;!;!~i:;i!:i:i:;!;~~i!!:i;;i::;iiii!iiiii~iliiiili;OIIi:;:;iltili:!i:ii:!ii:!i:j!:iiii!!i:;g;;:II:*i!~;;ii!iI!EI1"'MBIlY6:::~illiiIi;;;;;iii.W:;;i::;iiif,;!;!:;,:i:;;iI::;t:::'::::if
APPUCANT: 0 OWNER QCONTRAcrOR.O OTHER:
COMM.E.L~TS: p -(Zttbo r
SITE ADDRESS: .-'7: fo I k e./.J-/l...1 Lv~
OWNER: 13 81< ~5 /'1 (/ l./ Drt ~ ADDRESS:
CONTRACTOR; fZ /J-7 J )J-' V ~ C' ADDRESS:
CONTRAcrOR LICENSE # Il~ /..J. C - I }6 ~ 7 EXPIRATION DATh
OWNER PHONE # J "/ 7-- ? ~ ;J / CONTRAcrOR PHONE #
.-" .
:::NO;:q;::r:::q;@;M:m;:~~:~~~:mm?E0ErE~WPMENIT1:;;:;M~h:;;;::q~::::~~it;:!.1i.S:;~~fi~N:€):lq:~f;::;:;:::::::::::::::::MM::q}::\;mmE:;:€lE1?~;::::f:i;;:~i~~;:~:;':f::~;':~;: '<':::':'FEFt';
.J;';. ......... ...................... ......-~" .: -".. . _ ... ., '" ,,',,"" ." . _ . . 0.0. .....~...."'........_.. _;-.J',.. . ___.... ,..u. .." ... .................................... ...... _,. .,," ._. ." _......., _ ........,.. .......~....... ~~~1 :.:;. .... .' .~~~~~~
;" '. .:. ,," . ,,-',-. ":",~"",,,:-:,,'_:';"':'::~:"-1-;~,:.:.t.:, :' . - ~-' - . ~_';" -_' ~._;.;_. -' - :".'. -- - -,~ . ,': .. -~. .:,'. _.:.:t:':':;:':':':'~::::::::::::::':::',:':'::, ,:-.:::;; .-. :'.,:, ..", - . .,:~:.: :;.': ',' ;'. :', . _ .':~':':- :;:.:-:.i:.:..~:.:~:".~.:!:.;.:.:.;.:~:.:.:.:.. ':;,' .', .,~ _ ...._..., . ":':. "" _ '. > ,'.. ' . ",'.. _ _...:.:,:::.:.:.:.:-!.:.:t..':.':':~:':.:..,:.:.
, RAi.~ GE WATER CLOSET
I WOOD/PillET STOVE t ((V BATHTUB
/ I GAS FURNACE bt:i's: hrJj I1D () LAVATORY
I CONVERSION BURNER ~nl s: , SHOWER
::J. uNIT HEATER bru's/F;) _"')~~ ol:() L:J ~ _IL KITCHEN SINK
BOIlER bru f.~ "- , DISHWASHER
I GAS PIPING , lAUNDRY TRAY
I EVAPORA nON COOLERS bru's: CLOTHES WASHER
AC UNIT btus: , WATER HEATER
HEAT PUMP btus: tlmS: URINAL
REHEAr BOX brus: DR1NKING FOUNTAIN ,
AIR HA."J'DUNG UNIT bnls: FLOOR SINK OR DRAIN
.E.YHAUST FANS SLOP SINK
RANGE HOOD,(residential), WATER PIPIlNG & ALTERATION
RJ\j;'\lGE HOOD (commercia.!) GREASE TRAPIINTERCEPTOR
CLOTHES DRYER HOSE BIBBS
INCINERATOR lAWN SPRiNKLER SYSTEM
DUer ALTERATION SWIMMING POOL
TANKS t:ype~' BLDG. SEWER (mobile 1 moved house)
REFRIGERATION UNIT ROOF DRAINS
OTHER: OTHER:
MECHANICAL PERi\1IT FEE $15.00 PLUMBING PERMIT FEE (1 $.00 or 4.50) I
\
\
APPUCAJ.'iT'S SIGNATURE}
MECHANICAL FEES:
PLUMBING FEES:
CITY FEES: $5.00
TOTAL FEES:
'l'.a..0 ~..'. ()
t> I. t-" 6'.
DATE:
BREMERTON BUILDING DEPARTMENT
Inspection Report
Scope of work:
Address:
Owner:
Contractor:
Fire sprinkler system
4907 Kean St.
Merchants Movinq & Storaqe
Smith Fire Systems, Inc.
Permit Number: 97-0184
Phone:
Phone: 1-206-926-1880
Inspection card/approved plans on site
Footings: required steel placement
Footings: required width & depth
Bearing soil (salls analysis if applicable)
FOUNDATION
Setbacks
Walls: required steel placement
Walls: required size
Special inspector (when applicable)
I'
COMMENTS:
FOOTtNGS APPROVED:
WALLS APPROVED:
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
Mudslll: 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 ceilin~s 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
FRAMING
COMMENTS:
APPROVED:
Insulation: proper R value
Insulation: Vf,1por barrier
Pepetratlons caulked as required
6 mil black poly in crawl space
ENERGY CODE COMPLIANCE
Insulation: proper fastening
Bottom plates caulked to floors
Elec;trical boxes gasketed or caulked
COMMENTS:
UNDER FLOORlFOUNDATION INSULATION APPROVED:
WALL INSULATION APPROVED:
CEILING INSULATION APPROVED:
MECHANICAL
Appliance location and access, proper support Appliance clearance tel combustibles .
I
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 Woodstoves & fireplaces: Tight-fitting doors
Woodstoves & fireplaces: proper hearth Manufacturer's specs on site
Chimney liner: when required Chimney: separate flues when required
,
!I'
COMMENTS:
GAS PIPING APPROVED:
FURNACE APPROVED:
OTHER APPLIANCES APPROVED:
PLUMBING
DWV & water piping under test
DWV: proper sizing
DWV & water piping: proper support
Vent termination
Water supply: proper sizing
Water heater: gate valve on cold water supply
Water heater relief valve drain to outside
R-10 pad under water heater when required
Grease traps/interceptors: where required
DWV: proper grade
DWV: proper drainage fittings where required
DWV: required cleanouts
All fixtures vented properly
Shut-off valves on all fixtures
Vacuum breakers: where required
Water heater: siesmic strap
Water-piping insulated as required
Proper indirect wastes: where required
PLUMBING GROUNDWORK APPROVED:
PLUMBING ROUGH-IN APPROVED
SHEETROCK
Proper fastening: nails-7" o,c, horiz, plane
Proper fastening: screws~12" o.c. horiz. plane (1/2")
Proper fastening: screws-1e" D.C. vert plane (1/2")
Proper fastening screws-12" o,c, horiz. plane (5/8")
Proper fastening: screws- 16" o,c, vert. plane (5/8")
Area & occupancy separation walls
Usable space under stairs (5/8" required)
Corridors
nails 8" o.c. vertical plane
screws-12" o.c, horiz. plane (1/2") 24" o,c. framing
screws-12" o,c, vert. plane (1/2") - 24" o.c. framing
screws-12" o.c. horiz. plane (5/8") - 24" o,c. framing
screws-12" o.c. vert plane (5/8") - 24" o.c. framing
Draftstops where required
Waterboard where required (not on ceiling)
COMMENTS:
SHEETROCK APPROVED:
. Energy code requirements met, exhaust fans
Garageldwelling door self closing solid core
Handrails & guardrails, as required
Exit signs when required
Occupant load posted when applicable
Wood siding to earth separation (6"
Radon monitor when required
FINAL
.
. Plumbing & mechanical
Smoke detectors where required
Fire ratings maintained
Emergency lighting when required
Building weathertight
Building Address posted
COMMENTS:
FINAL APPROVED:
BREMERTON PERMIT CENTER
286 4th street" 8remsrtcm" j4A 98337
Phone:: (360) 478..;.5275 FAX.: (360) 4.7'8-.5278
BUILDING PERMIT
.:Jobf\ddr: 490'7 I\FAN s'r
L.oer:ft :I. on:: MEHCHANTSl1ClV I NG & ~::;rCH~ACiE: (131::::K I NS)
Parcel No: '21~i\4()ll"'-()'7(1""20C:lt:;
Permit No: 97-0184
Status: ISSUFIJ
Applied: 03/24/1997
Issued: 04/02/1997
Expires: 09/29/1997
Applicant: SMITH FIRE SYS1~MS, [NC 206-926-1880
1106 54TH AVE E TACOMA WA 98424
Owner: MERCHANTS MOVING & STORAGE
4901 KEAN BREMERTON WA 98312
Contraetor~ SMITH FIHE SYSTEMS, INC 206-926-1BBLic I: SMITHFS1860T Exp: 9/26/9&
1106 54TH AVE E TACOMA WA 98424
Subeontr:
Dase: FIRE S~~INKLER SYSTEM FOR NEW STEEL BLOG
.*********************************************************************************************
Valuation * Permit Fees: ]58.40 Total Calrnllated Fee: 2'70.86
12,374.00 * Plan Check Fees: 102.96 Additional Fees: ,00
* Other Fees: 9.50 Total Permit Fee: 270.8&
*********************************************************************************************
This permlt,shall becom!~ nun 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 pFmnit is suspendEKl or
ai:mndon€!d at any time after the work is commenced for a pedod of 180 days.
Nonel:: -It is the responsibility of the permit hCllder, not the City of Brem€:rtcm or Building Official. to Se!;l
to it that requin~d inspectioM ~re m;:ide. The permit hold!:!)" must notify the Building Official wh(~n ready for
int~pl:1ctions. Fai.luuJ of the permit holder to notHythe 8uUding Offic:lal of required inspe:ctions may result
in tht~ stoppage oT the work until such time that the permit holder can Bubstantiate to the building officif:il
that the concealed work meets or exceeds code requl'(fJments, Any demolition, testing, crr financial burdeJfl shall
r:m borne directly by the permit holder. Failure to substantiate coderequin~ments will indemnify the City
against any and ,all responsibility or' liabUity 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 law~l and ordinanCE!!> govendng this type of work will be compli.ed with whether spec:ified heHJin
or not. The granting of a permtt dClf.1S not presume to g:[ve authority to l.,tJ,olate or cancel the provisIons of
any other 8ti~'f-l,o~:al law regulating construction or thE! performance of construction"
S:l gna~{e" --,_..,;..",".~-:::::2J,.",...."~,,,,,.....::.,,..~-,,_._,,,,,,,," Dat e: ..___,.._,,,,.",,,__".__""'_,..'u,_,,_,..,_,__,,...,_,.,_,......
I cert'fy that I am exempt fyfdthe requi,rements of the state contractor's registratIon law, under
Secti.m a~ Chapter 1~:6; lal,iJS of 1967"
S i 911at ur e: ..._,_." .,_.. ...__ "" '.'. ..,,_..,__ __ _,_,_". ._,.,..".. __.. ..._..__._..__ .. ,. ...__.. ..". Date: _.....,.._,..._._......_..._..c",..,_......,__..___.,.,....,_....,.._
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Br~r::~11::::r~'T'ON PI::::I:~M II' CI::::N'r[::r~
PERMIT CONDITIONS
Permit No: 97-0184
P [:19 ("l::
1.
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"'"".., ,..'...... ,"., """"",,,.,,.,,..,,,. ".""....,..,..",."""..,...".,... ",., ".....,,,.,,,..,,,, .,'~",....~."',.,""''''''.'W''.l.~.''..,''''''.''',.,,.,,..,,:,....d,...",.,.'.'..H.'."",',""~."..''''',.,.",.r,...,...,..""..""".........",. ".., ",., ,,,.. , ,.:"...."",..". "", ,.,.,.""",..."",."."".",.""-,."".",...,.""."""",,,
Job Address: 4907 KEAN ST
PIf':HH' Acet No:: ~::~ 1 :;:~40 11..,.()79,,,,~;:~006
I.,Cleat :i, on:: Mi::]~CI"'lfi~rrS ~10\.-1 J NF;i & ~::;rOHI()GF: (UF:KI N:::; )
Applied: 03/24/1997
Approved: 04/02/1997
:[.8sl.le(::t~ C:)4./C12/1.997
Appljcant= SMITH FIRE SYSTEMS. INC
Owner: MERCHANTS MOVING & STORAGE
Contractor: SMITH FIRE SYSTEMS, INC
I
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Df:'~8cr i pt: :1, on::
F: I r~E: SPR I Nf<I""ER !::;Y;::;JE:J1 F'OF~ NE:W :::;"1"[:[1, FlL,DG
Cone!:i. t :I,orls::
1. FIRE PROTECTION SYSTEMS MUST COMPLY WITHUFC. NFPA~U8C AND
BMC S"!,'ANDAHDS,,
2. C R OS S CON NEe T ION R E QUI REM E N T S
A" I Ns'rr~L.I.."Ar I ON OF' AN {jPP ~ D DOU8L,E: DE:r[::crOl~ CI"!I::::Cf\ t) A 1.... V J::::
A~::;SE::t1BL" Y.,
B" I.NTERIOR INSTALLATION WILL REQUIRE DOUBLE DETECTOR CHECK
VALVE ASSEMBLY TO PROVIDE SENSUS BRAND BYPASS METER WITH
ECR REMOTE READ~ ACCESSIBLE TO METER READERS AT ALL TIMES.
c~rHIS FACILITY WILL REQUIRE INSPECTION BEFORE OCCUPANCY.
FOR ADDITIONAL INFORMATION. PLEASE CALL PAT JACOBSEN AT
47B.....59;?7".
3. C R 0 S S CON N EC TI 0 N CON T R 0 L
NOTE: ALL APPROVED BACKFLOW ASSEMBLIES MUST BE ON THE
CURRENT WASHINGTON STATE DEPARTMENT OF HEALTH APPROVED
A~::;sr:::r1BL,Y 1,,,, I sr A~~O MLJ!::;'r DE:r[:S'fE:D AI' "1"1 ,IE: 'I" I ME: OF' I Nsr~lL,L,""
ATTON. WHENEVER MOVED OR SERVICED. AND ANNUALLY. TESTS
MUST BE P8~FORMED BY A CERTIFIED WASHINGTON STATE BACKFLOW
AS!::;E::MEll....Y 'TF:ST'C:R. '1"[:5''1' F<.EPOF<.'rs ~1US'I" [~[ SF:N'T' 'TO DF<.F'MF:R'!"ClN
PU8lIC WORKS AND UTILITIES. ATTN: CROSS CONNECTION CONTROL.
100 OYSTER BAY AVENUE. 8REMERTON. WA 98312.
(
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BR RTON P RM~ EN R
4th reet II Bremer-tot-lit Wlt 98337
Phone: (360) FAX; (360) 47e~5278
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Job Address: 4907 KEAN ST
Location: MERCHANTS MOVING & STC~AGE (
ABer Acct No: 2124011~079-2006
8uilding Permit No: 97-0184
st at: W;j: I SSlJr:::D
INS) Issued: 04/02/1997
Expires~ 09/29/1997
i:~ I:::: (;;1 U I R F: D
INS
r: C 'I' :r Cl N S
Item: 02150 CROSS CONNECTION CONTROL
I t (':~m:: 0;:':'000 F' I RE: SPI:~ I Nt<Lj::::r~;::;/:::;t..JPPF:;[:SS I (}N
Item: 02700 INAl--8lDG '
D~:)pt:: cr~osscc
Dept;:: F.IHE:
Dt',)pt:: Bt"Cl('~
D:i. \i:l. t:~l:1. on ::
D :1, v :1. ~~~:I. on ::
[) :1. \,) t *:':f i () T'l :;
*********************************************************************************
"I"I:::'~::' "I" 'I' N('::' :' M! 1 ,',',' 'I" ,j'" ,,~, ,"' '1.','("'("'('" f'\ 'I' 7..' ({II,,"J '''lV ,I" "i"'" i ,) '!h ,':; "1 ,I f'l '''l 'I" ("If'\ b ,',""," ''') ,'" '.1' ." 'I" 'I" (")T') (") ,I:: Pl"l 'I' 'I,,,; 'I' Y'}t,"l ("" 'r'~' 'I',': '.1''';',' ',. ',.,,,;,
"""") ., .A.t 1_. ~,,~ ~ "1~..,, I ',,~ ,,,' ,,~.::1 I" .-'" "~~,, 1,,,_/ '\.' I ~", V'"f,~",~1 ,t, .~::".~ ',".1 r"l~,,':'~,,'?l, ~,,~.,{,.J.,~ '.'" .,1 h)."" ,l,\"J,,! ,;; ,,~ ....".-"f,.<\.,T...
SPE, C J NSP II ~1U~:lt be r e~;;l :l st; er eel w J t h '1.',: h(:: i'.!. t ~:,) 0:1'" v,JA
ST OF WA: 5~ata of WA Dept. of Labor and Industries 47Br4921
HEALTH: 8remerton/Kltsap Health D:l.str1ct 478-5235
1:;):~'l'T' T ON~::;PEJ~r:'CH~ME::i:) 13Y "f'l'll:::: C Iry OF' F:H~I::::MFJ~.rON f'1U;::;'r BE: SCI"lI;:::DlJI..,E:i)rl"IHClUUH
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'::rF" :::, h." ,'::l 1::1 ,) <.I- I c, ",.. .:.l .t:, ,) h
********~*******~*************************************************************
P fI' '(' m1 '!" 1".1 n 1 "i Y . '<' . ".. "j'----., .
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INSPECTION flEPORT
PERMIT NO,
'!fo7 ~ <)(.
r 7-011Y
CITY OF BREMERTON - BUILDING DEPARTMENT
478.5275..,.. 286 FOURTH STREET, BREMERTON, WA 98337
I have this day inspected this structure and these premises and have found the following violations
of City, County and/or State laws governing' same:
-r;; 4~
t't77t~c-h '1-- J
/'Vt/-h O'j,....
Ct;/vv-n $
~ I(
h
t24A?~&r ~ /h
Rl,/~ du +z~~-
You are hereby notified that no more work shall be covered upon these premises until the above
viQlationsare corrected. When corrections have been made, II 14 re-inspe, c~~
Do Not Remove This Tag DATE r ~
INSF/ECTOR FOR BUILDING DEPT.
\/
':::,,:::':;';::'/;';:;':::;::'(;'i::::'::' " " .." .,."' .' < .' .:, " ,:'" '". 'D1.:AI;~:'::':';:""':' ",., '" ",":' ,'"{' ".":",: ,:"",,", ".':' "",;,..,',:":;:.::':::,:::,,,,:::,:'::::,::::::::,:,::::
,...:,::::::,:,::,,::,:,"".':RUlIDING."'PE.ft1.y.lEi.:i:tReDmIlIDIIl':":':':':'::':'::':"'::"'"""':':''':
. ';!!!!:I!l!f!ilii!!2fi;i;!~J!ili.!tti:::s"::":\::;':;';:;if;':;;:;:B'.. :\:'A"\O:"';wT~;;9::'8:3" '1::to::\"'::~!d:p!<Ii:';::r::'::!;;::;?:!;!(~'!2;':::':o:::"::6}}:"::{:li1:!::':~"::'~2:'!';7"5::'~:":~E"':~:'~'~L:'€:'!'2!:':":O:i::2:);!:::ti:::;;:::;;;!:l5::::!:!:!';::::!'::'!:;}gi'f!!i;"!!i\
"""".""' OQ."Ull treet" rem.enon,.:WA:" '"" """" one: ,"t ,0-:;;1 , "",~., D ...~~o- 278".,,,,,
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APPLICANT: DOWNER D CONTRACTOR 0 OTHER:
q7 - 0 I Ff
SITE ADDRESS: 1107 kE.A^, <s T.
OWNER:__Mf:e'cfJo.N1' M611.:rN~ ~ SnRA"e..
CONTRACTOR: 'SMlTJ./ F.rJ7~_ S{~TeJo\S
CONTRACTOR LICENSE It S M lnl 1=-5 13Coo-r
CONTACT PERSON: 50_L 5051:::::"0\11 cyL
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COUNTY ASSESSOR PARCEL It:
ADDRESS:~o7 k.e.AtJ ~J
ADDRESS: 110(, '54,1-1 f\vE- _ E.
13 (2bI\6?fON) ""^
IA Co fVIA) wf\
EXPIRATION DATE:
o SFR 0 DUPLEX
o SIGN 0 DEMO
o NEW D REPAIR
C12.(P -1l1So
...1\/ ftVe
o MULTI-FAMILY D BUSINESS 0 OTHE~:_lI\J ,~ ~'::!, ._6:] \Y tt; li;1
MAR 2 '1 '[987
o MOVE BLDG. D MOBILE 0 GRADING(yds):
BREMERTON
D REMODEL D ADDITION 0 OTHER: B11lLDING DEPARTMENT
INTENDED USE:
NATURE OVWORK PROPOSED, ~ Jl.!~ J {) u
SQUARE FOOTAGE: Dwelling:
Garage:
Decks:
For De artment Use Onl
. :;jE..\)#iE$)}#iI.( )
$ . c..... $.. $. ENERGY, $50.00 $..":')-:7. '~. be:'
/1.) '374 - . . . STATh $4,50 LX.. , '.'
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 after expiration, the applicant shall resubmit plans and pay a new plan review fee.
I hereby certify that the above information is correct to the best of my knowledge.
APPLICANT'S SIGNATURE, ~ P ""':::::::::'DA TE, 3 - ::z.. "f - '17
SMITH FIRE SYSTEMS, INC
1106 - 54th Avenue E SM-IT-HF-S 1360T
Tacoma, Washington 98424 PH (206) 926-1880
FX: (206) 926-2350
DATE: 3-21-97
TO: BREMERTON OEPT ARTMENT OF
COMMUNITY OEVELOPEMENT
286 4TH STREET
BREMERTON, WA. 98310
A TTN: PERMIT COUNTER.
PLEASE FIND ATTACHED THE FOllOWING ITEMS:
LETTER OF TRANSMITTAL
RE: MERCHANTS MOVING & STORAGE
4907 KEAN STREET
BREMERTON, WA.
I
I
JOB NO.:
C-708
NO. DESCRIPTION
7 SETS FIRE SPRINKLER SHOP DRAWINGS.
3 SETS HYDRAULIC CALCULATIONS
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, ~ ON '"p j; re." lb j \11 It; n \',
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!P,\ -,L, L ,,~II';
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~ ,';1i\r'i 2 ,I 10,07' ,-
fl,.h.....n\ _ ~-4 IoVV
, ~REf;~FQTOi\1
tJ ,aL.......~,\_! .!-~
IF ENCLOSURES ARE NOT AS NOTED,KINDL Y NOTIFY US .eIDI~'DEPARTMENT
THESE ARE TRANSMITTED FOR: APPROVAL.
REMARKS: PLEASE RETURN 5 SETS OF PLANS AND ONE SET OF CALCULATIONS AT
YOUR EARLIEST CONVIENCE.
COPY TO:
THANK YOU,
SIGNED:
TITLE:
IJ,~ ~~n'{~~
DESIGNER
<"<","j'>-':;
.
5/5
'-",.,')', ,~" ::",,~~-,~,-;',
c _;" ',' o' '-""\.1,;" >'--'--;:'--:~"":,,"; "~' : \',
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"c/;+"'<; ;i'#!';\;;\
SIVIITH "'FI RE"SYST'E.IVIS~;e; '."",,;;,
1106 54th Avenue East. Tacoma, Washington 98424 ,,'
(206) 926-1880 . FAX (206) 926-2350
CONTR. REG. NO. SMITHFS1360T
HYDRAULIC CALCULATION INFORMATION SHEET
PROJECT NAME MERCHANTS MOVING AND STORAGE
JOB NO. C-708
ADDRESS
4907 KEAN STREET
BREMERTON, WA.
DATE 3/19/97
BY BILL BOSKOVICH
SYSTEM DESIGNATION: ONE
HAZARD DESCRIPTION: WAREHOUSE
HAZARD CLASS PER NFPA 231: 1994 EDITION
SPECIFIC RULING:
RULING MADE BY:
OF
DENSITY: .345 GPM OVER THE MOST HYDRAULICALLY REMOTE 2,000 SQ. FT.
ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT:
INSIDE HOSE 100 GPM TOP OF DCDA
OUTSIDE HOSE 400 GPM CITY CONNECTION
IN-RACK SPRINKLER DEMAND GPM
SYSTEM TYPE: WET TOTAL NUMBER OF SPRINKLERS THIS SYSTEM 80
"C" FACTOR OVERHEAD: 120
MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER:
-C" FACTOR UNDERGROUND: 140
\
SPRINKLER MANUFACTURER: RELIABLE
MODEL:
K-FACTOR:
80
GXLO
11.4
SQUARE FEET
TEMPERATURE:
ORIFICE SIZE:
286 0 F
.64"
WATER SUPPLY:
STATIC 61 PSI
RESIDUAL 50 PSI
FLOW 1,034 GPM
ELEVATION OF TEST: SAME AS SITE.
DATE OF TEST: 6-22-92
DATA PROVIDED BY: SFS FLOW TEST (JOB W-355)
LOCATION OF TEST: SITE
fID .~ ({b .!!l ~n q:
U\\ .r. l!D J::: ,.,1 W ;fi_.
MlIn 0 i
jJ~"'t t:J ~~
RREMERTON
BUILDING DePARTMI:::N I
BASE OF RISER DEMAND
SUMMARY
876.53 GPM REQUIRED AT 26.37 PSI
(INCLUDING 100 GPM FOR HOSE STREAMS)
1276.53 GPM REQUIRED AT 29.24 PSI
AT CONNECTION TO CITY MAIN
(INCLUDING 500 GPM FOR TOTAL HOSE STREAMS)
s;:S
SMITH FIRE SYSTEMS, INC.
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WATER SUPPL Y DATA
STATIC 61
RESIDUAL 50
FLOWING 1034
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VOLUME IN GPM X 200
PSI
PSI
GPM
7
MERCHANTS MOVING & STORAGE
4907 KEAN STREET
BREMERTON, WASHINGTON
C-708
ONE / WAREHOUSE
JOB NAME
ADDRESS
JOB NO.
SYSTEM/AREA
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SYSTEM DEMAND @ CITY CONNECTION,
1276.53 GPM AT
(INCLUDES 500
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29.24
PSI
GPM FOR HOSE STREAMS)
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SYSTEM DEMAND @ BASE OF RISER
876.53 GPM AT 26.37 PSI
(INCLUDES 100 GPM FOR HOSE STREAMS)
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HYDRAULIC CALCuLATIONS
Job Name: MERCHANTS MOVING & STORAGE Job Number: C-708
System No.: ONE Area: WAREHOUSE
Density: 0.345 gpm/sq ft Default K: 11.40 Default C: 120.0
NOZZLE PIPE LOSS PRESSURE
ID FLOW SIZE FITTINGS LENGTH (PSIjFT) SUMMARY NOTES
BL 201 L 6.67 pt 7.00 AREA=80,E=-.28
SSU-1 30.16 2.727 EO 0.00 0.003 Pe -0.12
30.16 T 6.67 Pf 0.02
ADJUSTED FLOW FOR MINIMUM REQUIRED pt 6.90
PRESSURE OF 7.00 PSI AT SSU-2.
ADJUSTED FLOW 30.39
L 6.67 pt 7.00 C=120, K=11.4, AREA=80
SSU-2. 30.16 2.727 EO 0.00 0.010 Pe -0.12 E=-.28
60.55 T 6.67 Pf 0.06
ADJUSTED FLOW FOR MINIMUM REQUIRED pt 6.94
PRESSURE OF 7.00 PSI AT SSU-3.
ADJUSTED FLOW 60.79
L 6.67 pt 7.00 C=120, K=11.4, AREA=80
SSU-3 30.16 2.727 EO 0.00 0.021 Pe -0.12 E=-.28
90.95 T 6.67 Pf 0.14
L 6.67 pt 7.02 C=120, K=11.4, AREA=80
SSU-4 30.20 2.727 EO 0.00 0.035 Pe -0.12 E=-.28
121.15 T 6.67 Pf 0.23
T L 1. 08 pt 7.13 C=120, K=11.4, AREA=80
SSU-5 30.44 2.727 EO 19.47 0.053 Pe 0.02 E=.045
RNT 151. 59 T 20.55 Pf 1. 09
Total Pressure: 8.23 K-Line: 52.83
Max Velocity: 8.3 ftls
BL 202 L 6.67 pt 7.00 AREA=80,E=-.28
SSU-1 30.16 2.727 EO 0.00 0.003 Pe -0.12
30.16 T 6.67 Pf 0.02
ADJUSTED FLOW FOR MINIMUM REQUIRED pt 6.90
PRESSURE OF 7,00 PSI AT SSU-2.
ADJUSTED FLOW 30.39
L 6.67 pt 7.00 C=120, K=11.4, AREA=80
SSU-2 30.16 2.727 EO 0.00 0.010 Pe -0.12 E=-.28
60.55 T 6.67 Pf 0.06
ADJUSTED FLOW FOR MINIMUM REQUIRED pt 6.94
PRESSURE OF 7,00 PSI AT SSU-3.
ADJUSTED FLOW 60.79
L 6.67 pt 7.00 C=120, K=11.4, AREA=80
SSU-3 30.16 2.727 EO 0.00 0.021 Pe -0.12 E=-.28
90.95 T 6.67 Pf 0.14
L 6.67 pt 7.02 C=120, K=l1. 4, AREA=80
SSU-4 30.20 2.727 EO 0.00 0.035 Pe -0.12 E=-.28
121.15 T 6.67 Pf 0.23
T L 1. 08 pt 7.13 C=120, K=11.4, AREA=80
SSU-5 30.44 2.727 EO 19.47 0.053 Pe 0.02 E=.045
RNT 151.59 T 20.55 Pf 1.09
Total Pressure: 8.23 K-Line: 52.83
Max Velocity: 8.3 ftls
3120/97
Page 1
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HYDRAULIC CALCUiAT/ONS>;
Job Name: MERCHANTS MOVING & STORAGE Job Number: C-708
System No.: ONE Area: WAREHOUSE
Density: 0.345 gpm/sq ft Default K: 11.40 Default C: 120.0
NOZZLE PIPE LOSS PRESSURE
ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES
Bl 203 L 6.67 pt 7.00 AREA=80,E=-.28
SSU-1 30.16 2.727 EO 0.00 0.003 Pe -0.12
30.16 T 6.67 Pf 0.02
ADJUSTED FLOW FOR MINIMUM REQUIRED pt 6.90
PRESSURE OF 7.00 PSI AT SSU-2.
ADJUSTED FLOW 30.39
L 6.67 pt 7.00 C=120, K=ll. 4, AREA=80
SSU-2 30.16 2.727 EO 0.00 0.010 Pe -0.12 E=-.28
60.55 T 6.67 Pf 0.06
ADJUSTED FLOW FOR MINIMUM REQUIRED pt 6.94
PRESSURE OF 7.00 PSI AT SSU-3.
ADJUSTED FLOW 60.79
L 6.67 pt 7.00 C=120, K=11.4, AREA=80
SSU-3 30.16 2.727 EO 0.00 0.021 Pe -0.12 E=-.28
90.95 T 6.67 Pf 0.14
L 6.67 pt 7.02 C=120, K=ll. 4, AREA=80
SSU-4 30.20 2.727 EO 0.00 0.035 Pe -0.12 E=-.28
121.15 T 6.67 Pf 0.23
T L 1. 08 pt 7.13 C=120, K=11.4, AREA=80
SSU-5 30.44 2.727 EO 19.47 0.053 Pe 0.02 E=.045
RNT 151.59 T 20.55 Pf 1. 09
Total Pressure: 8.23 K-Line: 52.83
Max Velocity: 8.3 Ws
Bl 209 L 6.67 pt 7.00 AREA=80,E=-.28
SSU-1 30.16 2.727 EO 0.00 0.003 Pe -0.12
30.16 T 6.67 Pf 0.02
ADJUSTED FLOW FOR MINIMUM REQUIRED Pt 6.90
PRESSURE OF 7,00 PSI AT SSU-2.
ADJUSTED FLOW 30.39
SSU-2 L 6.67 pt 7.00 C=120, K=ll. 4, AREA=80
30.16 2.727 EO 0.00 0.010 Pe -0.12 E=-.28
60.55 T 6.67 Pf 0.06
ADJUSTED FLOW FOR MINIMUM REQUIRED pt 6.94
PRESSURE OF 7.00 PSI AT SSU-3,
ADJUSTED FLOW 60.79
L 6.67 pt 7.00 C=120, K=ll. 4; AREA=80
SSU-3 30.16 2.727 EO 0.00 0.021 Pe -0.12 E=-.28
90.95 T 6.67 Pf 0.14
T L 5.58 pt 7.02 C=120, K=ll. 4, AREA=80
SSU-4 30.20 2.727 EO 19.47 0.035 Pe -0.10 E=-.24
RNT 121.15 T 25.05 Pf 0.87
ADJUSTED FLOW FOR MINIMUM REQUIRED pt 7.79
PRESSURE OF 8.23 PSI AT RNT.
ADJUSTED FLOW 124.58
RNT T L 2.17 pt 8.23 E=2.17, BL 201
.151. 59 3.352 EO 23.09 0.059 Pe 0.94
RNB 276.16 T 25.26 Pf 1. 48
Total Pressure: 10.65 K-Line: 84.61
Max Velocity: 10.0 Ws
3/20/97
Page 2
-- --- -
HYDRAULIC CALCULA TIONS
Job Name: MERCHANTS MOVING & STORAGE Job Number: C-708
System No.: ONE Area: WAREHOUSE
Density: 0.345 gpm/sq ft Default K: 11.40 Default C: 120.0
NOZZLE PIPE LOSS PRESSURE
ID FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES
BL 210 L 6.67 pt 7.00 AREA=80,E=-.28
SSU-1 30.16 2.727 EO 0.00 0.003 Pe -0.12
30.16 T 6.67 Pf 0.02
ADJUSTED FLOW FOR MINIMUM REQUIRED pt 6.90
PRESSURE OF 7.00 PSI AT SSU-2.
ADJUSTED FLOW 30.39
L 6.67 pt 7.00 C=120, K=11.4, AREA=80
SSU-2 30.16 2.727 EO 0.00 0.010 Pe -0.12 E=-.28
60.55 T 6.67 Pf 0.06
ADJUSTED FLOW FOR MINIMUM REQUIRED pt 6.94
PRESSURE OF 7.00 PSI AT SSU-3.
ADJUSTED FLOW 60.79
L 6.67 pt 7.00 C=120, K=lL4, AREA=80
SSU-3 30.16 2.727 EO 0.00 0.021 Pe -0.12 E=-.28
90.95 T 6.67 Pf 0.14
T L 5.58 pt 7.02 C=120, K=lL4, AREA=80
SSU-4 30.20 2.727 EO 19.47 0.035 Pe -0.10 E=-.24
RNT 121. 15 T 25.05 Pf 0.87
ADJUSTED FLOW FOR MINIMUM REQUIRED pt 7.79
PRESSURE OF 8.23 PSI AT RNT.
ADJUSTED FLOW 124.58
T L 2.17 pt 8.23 E=2.17, BL 202
RNT 151. 59 3.352 EO 23.09 0.059 Pe 0.94
RNB 276.16 T 25.26 Pf 1. 48
Total Pressure: 10.65 K-Line: 84.61
Max Velocity: 10.0 ftIs
BL 211 L 6.67 pt 7.00 AREA=80,E=-.28
SSU-3 30.16 2.727 EO 0.00 0.003 Pe -0.12
30.16 T 6.67 Pf 0.02
ADJUSTED FLOW FOR MINIMUM REQUIRED pt 6.90
PRESSURE OF 7.00 PSI AT SSU-4.
ADJUSTED FLOW 30.39
T L 5.58 pt 7.00 C=120, K=1l.4, AREA=80
SSU-4 30.16 2.727 EO 19.47 0.010 Pe -0.10 E=-.24
RNT 60.55 T 25.05 Pf 0.24
ADJUSTED FLOW FOR MINIMUM REQUIRED pt 7.14
PRESSURE OF 8.23 PSI AT RNT.
ADJUSTED FLOW 65.03
RNT T L 2.17 pt 8.23 E=2.17, BL 203
151. 59 3.352 EO 23.09 0.037 Pe 0.94
RNB . 216.61 T 25.26 Pf 0.95
Total Pressure: 10.12 K-Line: 68.10
Max Velocity: 7.9 ftIs
3/20/97
Page 3
HYDRAULIC CALCULATIONS
Job Name: MERCHANTS MOVING & STORAGE Job Number: C-708
System No.: ONE Area: WAREHOUSE
Density: 0.345 gpm/sq ft Default K: 11.40 Default C: 120.0
NOZZLE PIPE LOSS PRESSURE
In FLOW SIZE FITTINGS LENGTH (PSI/FT) SUMMARY NOTES
RED MAIN L 12.00 pt 10.65 BL 209/201
BL 2011209 276.16 6.357 EO 0.00 0.003 Pe 0.00
276.16 T 12.00 Pf 0.03
L 12.00 Pt 10.69 BL 210/202
, Bl202/210 276.57 6.357 EO 0.00 0.009 Pe 0.00
552.73 T 12.00 Pf 0.11
Bl 203/211 L 41. 00 Pt 10.80 BL 211/203
223.79 6.357 EO 0.00 0.018 Pe 0.00
NODE (5) 776.52 T 41.00 Pf 0.72
2E L 34.54 pt 11. 52
NODE (5) 0.00 6.,357 EO 35.21 0.018 Pe 0.00
TOR (4) 776.52 T 69.75 Pf 1. 23
L 15.67 pt 12.76 E=15.67
TOR 0.00 6.357 EO 0.00 0.018 Pe 6.77
T.O.BFP (3) 776.52 T 15.67 Pf 0.28
L 0.01 pt 19.80 E=5.71,HOSE=100,4.1 psi
T.O,BFP 100.00 6.357 EO 0.00 0.022 Pe 6.57 loss for FEBCO 856 DDCV.
BOR (2) 876.52 T 0.01 Pf 0.00
E. 2GV, T L 76.00 pt 26.37 C=140
BOR 0.00 6.155 EO 71.45 0.019 Pe 0.00
CITY CONN, (1) 876.52 T 147.45 Pf 2.87
L 0.10 pt 29.24 C=140, HOSE=400
OUTSIDE 400.00 6.155 EO 0.00 0.039 Pe 0.00
HOSE (0) 1,276.52 T 0.10 Pf 0.00
Total Pressure: 29.24 K-Line: 236.07
Max Job Velocity: 13.8 Ws
WATER SUPPLY MARGIN % Overage
Static: 61.00 psi Flow: 557.5 gpm at 29.24 psi
Resid: 50.00 psi Pressure: 15.52 psi at 1,276.5 gpm 53.1%
Flow: 1,034.0 gpm
3/20/97
Page 4
SPECIFICATION SHEET MODEL 856
{~,. 1~~a~,.7Backflow DOUBLE CHECK DETECTOR ASSEMBLY
I f~..g".,1. Prevention
Characteristics
Physical Properties
Size of Mainline
Max. Working Pressure
Hydrostatic Test Press.
Temperature Range
End Connections
21/2", 3, 4", 6", 8"
175 PSI
350 PSI
320 F to 1400 F
(00 C to 600 C)
Flanged ANSI B16.1
Class 125
Materials
Main Valve Body
Coating
Ductile iron ASTM A536
Grade 65-45-12
Fusion epoxy coated internal
and external
AWWA C550-90
OS & Y resilient wedge
AWWA C509
gate valves
Bronze ASTM B584
Alloy C83600
EPDM
Stainless steel
ShutOff Valves
Trim
Elastomer Discs
Spring
Application
Non-Health Hazard Fire Sprinkler Systems
Model 856 Flow Curves
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21/2" and 3"
80
160
240
320
4"and 6"
400
800
1200
1600
500
1000
1500
2000
1/96
856.PM5
U.S. Patent No. 4,989,635
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MODEL 856 DOUBLE CHECK DETECTOR ASSEMBLY
Agency Compliance
. ASSE 1048 (horizontal and vertical)
. ANSIIAWWA C510-89
. CSA B64.5
. FM
. 4",6" and 8 in Horizontal Configuration ONLY
Approved by the Foundation for Cross Connection
Control and Hydraulic Research at the University of
Southern California.
. 4", 6" and 8" ONLY
UL
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MODEL 856
VERTICAL INSTALLATION
2500 GPM
~~As
-Reliable
Bulletin 1290
Model G XLO
Extra Large Orifice
Sprinkler For Use in
NFPA 13, 231 & 231C
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Features
The Reliable Model G XLO sprinkler offers the
opportunity for:
1. Pipe size reduction
2. Fewer sprinklers
3. Elimination of booster pumps
4. Increasing densities with existing systems
5, 1;2" NPT available for retrofit installations only,
Product Description
The Reliable Model G XLO sprinkler is a center strut
solder in compression extra large orifice upright sprin-
kler that has been designed to control high challenge
fires in both palletized and rack storage occupancies
utilizing relatively low water pressures. This sprinkler
is available with either the standard 3/4" NPT threads
for new installations or with 112" NPT threads for retrofit
applications,
It has been proven in full-scale fire testing, has
complied with the applicable mechanical and hydrau-
lic sections of the latest sprinkler standards and has
Factory Mutual Approval and Underwriters Laborato-
ries and Underwriters' Laboratories of Canada List-
ings.
This product is intended for use as a standard spray
sprinkler in hydraulically designed systems with a
minimum pressure of 10 psi in accordance with the
area/density curves of N FP A 231 , 231 C and 231 D and
for all area/density methods of design as referenced
by Factory Mutual Loss Prevention Data Sheets. This
sprinkler is also UL Listed for use in NFPA 13 applica-
tions ata minimum pressure of 7 psi.
The sprinkler also carries a "Specific Application"tt
sprinkler listing from Underwriters Laboratories, Inc,
which allows its use in single, double or multiple row
racks without in rack protection up to 20 ft. high in 25
ft. buildings storing cartoned Class 4 commodities and
Group A or B plastics with an overhead density of ,6
gpm/sq. ft. and a remote area of 2000 sq. ft. This
compares to the NFPA 231C requirements for 112" and
17132" orifice sprinklers of ,6 gpm/sq.ft. and a remote
area of 4000 sq, ft. Factory Mutual Standards also
allow the same remote design area when extra large
orifice sprinklers are used in this situation.
Installation
Reliable's Model G XLO SU sprinkler must be in-
stalled according to NFPA Standards 13,231, 231C or
231 D or the appropriate Factory Mutual Loss Preven-
tion Data Sheet as well as the authority having juris-
diction,
Underwriters
Laboratories
YES
YES
YES
YES
Underwriters'
Laboratories of
Canada
tFactory
Mutual
NFPA
Standard
13
231
231C
2310(1)
231F(2)
.. Pending NFPA approval of changes which are
required for listing,
t The Model G XLO is Approved by Factory Mutual for
all area/density methods of design as referenced by
FM Loss Prevention Data Sheets.
tt Refer to page 2 for the complete "Specific Application"
Listing.
(1) Storage of rubber tires.
(2) Storage of roll paper.
YES YES
YES YES
YES YES
YES YES
.. YES
The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway, Mount Vernon, New Y ork10552
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Advanced Design
}ouchRead@ System
Electronic Communications
Registers
These TouchRead'" System Electronic
Communications Registers are engineered
and built to meet the needs of water utilities
requiring modern computer-based meter
reading and billing systems.
Innovative electronic engineering technology
from Sensus leads the way with meter regis-
ters available for new or previously installed
Rockwell or Sensus SR II@, SR@, Turbo-Meters
and single register Compound Meters. These
registers offer features and benefits that can
help water utilities increase their meter reading
efficiency and productivity, compared to less
advanced systems.
Featu res:
o Higher Resolution Reading Increments:
Three levels of odometer resolution provide
lower digit outputs. Utilities which bill all meters
in common units-thousands of gallons or
hundreds of cubic feet, can now use the elec-
tronic reading without requiring intermediate
calculation. (See page 4 for details on the
electronic reading values of these TouchRead
Syste'm registers,)
Top-mounted Odometer: Provides improved
odometer visibility, particularly for pit- or vault-
set meters, when a visual confirmation of
electronic reading is required,
fJ low Flow (leak) Detector:
Directly linked to the meter's magnetic drive,
a revolving low flow detector gives a clear
indication of even minimum flows through the
meter to provide a visual "flag" of leaks in
the customer's water system.
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D Full Test Circle:
A complete 360 degree test circle with center
sweep hand located at the top of the register
provides clear visibility for easy, convenient
meter testing,
low Profile: The streamlined, low profile
design of TouchRead System registers allows
installation convenience, particularly in shallow
pit settings or where meter installation space
may be limited.
{';;j'rl
V.s, Patent numbers 2,748,654, 4.132,981 and 4,652,877-Others pending,
n
Advanced Design
)ouchRead@ System Registers
Offer Water Utilities
A Variety of Advantages
Encoder Reliability: For on-demand,
dependable electronic reading directly from
the register's encoded odometer.
Designed For All Environments: TouchRead
System registers enable water utilities to
automate meter reading for all applications,
including inside set and pit-set meters. They
are sealed at the factory to help prevent
infiltration by dirt, debris and moisture. The
ECR/WP and TR/PL models also incor-
porate permanent sealing protection for the
criticalconnection terminal areas to help
eliminate corrosion problems and subsequent
unit failures caused by excessive moisture.
Factory-Programmed Identification Number:
Ensures electronically-confirmed matching of
every meter reading with the correct customer
account, eliminating mistakes caused by
incorrect posting of readings, Regardless of
where the meter reader is on the route, the
system's software can automatically "search"
the route, match the register 10 number and
post the meter reading to the correct account.
Factory programming eliminates the confusion
of field site programming.
On-site Automated Reading or Telephone
Automatic Reading: These Sensus encoder
registers provide plenty of flexibility for elec-
tronic meter reading, from automated on-site
reading with the TouchRead System, to cen-
tralized Automatic Meter Reading (AMR), that
sends readings over telephone lines or radio
AMR systems. And that flexibility includes all
register models that can be converted from
TouchRead System use to future hookups for
AMR when the utility elects to switch to a
centralized meter reading system.
TouchRead System Reading Advantages:
The TouchRead System utilizes patented
electronics technology that transfers reading
data from the register to the hand-held inter-
rogator unit without olug-in connectors or other
metal-to-metal contacts. Potential problems
caused by corrosion, worn or broken connector
pins and contamination from environmental
conditions are virtually eliminated.
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Model
EGR Model:
The Electronic Communications Register
(ECR) model is designed for use on meters
set inside homes or buildings and is used with
a remote TouchPad which interfaces with
the Solid State Interrogator carried by the
utility's meter readers. This register and
remote combination makes meter reading fast,
convenient and easy, compared to direct
read or plug-in remote receptacle systems,
The remote feature also eliminates lock-outs
and callbacks, It is also used for centralized
Automatic Meter Reading (AMR) system instal-
lations where meter reading data is trans-
mitted to a central utility billing office over
telephone lines or by radio transmission.
Ii
TRe Model:
The TouchRead Convertible (TRC) model
is for use on pit-set (or vault-set) meters.
Meter readings are electronically obtained
by opening the meter box (or vault) lid and
placing the tip of a PitProbe reading gun to
the register's TouchPad. The convertible
feature allows the top-mounted TouchPad
to be removed from the register for future
three-wire hookup to centralized automatic
meter reading whenever the utility is ready
to convert to a telephone or radio based
AMR system.
TR/Pl Model:
The TouchRead Pitlid (TR/PL) register
eliminates the need to open meter box lids
to obtain readings, This register comes pre-
wired to a TouchPad sensor housed in a pit
lid adaptor module designed lor installation
in meter box (or vault) lids. Meter readers
obtain electronic readings by touching the tip
of a PitProbe reading gun to the lid-mounted
module, making it possible to read a pit-
or vault-set meter in less than two seconds.
The TR/PL register is convertible for luture
upgrades to centralized Automatic Meter
Reading (AMR) over telephone lines or a
radio based system.
ECR/WP Model: The Electronic Communica,
tions Register/Weather Proof (ECR/WP), not
shown, provides all the leatures and benelits
01 the ECR model but is also water-resistant
to protect cable connections from electrical
shorts or corrosion caused by
water infiltration or an exces-
sive moisture environment.
It is designed lor use in a
meter pit or vault and can be
connected to a standard
TouchRead System Touch-
Pad or a Meter Interface
Unit (MIU) lor central-
ized Automatic Meter
Reading (AMR)
hookups or for
use with a
radio based
AMR system.
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~ seNSUSTM
loutihRead@
System Registers
Offer Water Utilities
a Wide Range of Options
Including Three Levels of
Odometer Resolution
Advanced design TouchRead System
registers from Sensus incorporate a visual
six-wheel odometer. The data collected
electronically will depend on the particular
register version being used by the utility.
Utilities which bill all meters in common units,
such.as thousands of gallons or hundreds of
cubic feet are able to use the electronic meter
readings without performing intermediate
calculations.
The chart at the right indicates the values
which are electronically read from each
TouchRead System register version, depend-
ing on the size and type of meter being used.
Each odometer is shown as it would appear
on the meter register for visual meter reading.
The odometer wheel numbers underlined
with are those which are
read electronically with TouchRead or AMR
systems. The electronic reading is read to
the nearest whole number value listed below
the odometer wheel.
As an easy to remember rule, all white
wheels are the only ones read electronically
to the nearest whole value listed below the
odometer wheels shown here, Dark color
wheels. including stationary zeros (0), are
used for visual reading verification.
~ SeNSUS
TECHNOlOGIES,lNC,
Sensus Technologies, Inc.
Bailey & Gallatin Avenues
P,O, Box 487
Uniontown, Pennsylvania 15401
A BTR Company
@Copyright 1993, Sensus Technologies, Inc. All rights reserved
Printed in U.S.A. GAee - 5000 - 10194
()<
.~ '.
," .
Electronic Reading Values:
4-Wheel High Significance
4-Wheel High Resolution
6-Wheel *
%" to 1" SR II and SR
~~m
~0
~m
1,000 gallons
100 gallons
50 gallons
~
~
10 cubic feet
5 cubic feet
1 '12' and 2" SR . 1 '12" to 3" Turbo . 2" and 3" Compound
~~[!E
~[!E
~[!E
10.000 gallons
1,000 gallons
500 gallons
~~m
~m
~m
, ,000 cubic feet
100 cubic feet
50 cubic feet
.~
.i
4" to 16" Turbo . 4" and 6" Compound
~~[iE,!]
~lE!]
~rn.l
100,000 gallons
10.000 gallons
5,000 gallons
~~[!E
~~
~[!E
;C~'<;;'Z:-"_^ -:, ~ ','~;:>p',w",
10,000 cubic feet
1,000 cubic feet
500 cubic feet
* Note: The 6-wheel register electronically reads all six odometer wheels. However, on the
lowest value odometer wheel (last on the righthand side), the electronics do not record the
complete range of digits-O through 9-for that wheel. Instead, a value of "0" or "5" is
electronically read for that wheel. Odometer digits reading visually from 9 through 4 are
electronically read as "0" while digits reading visually 5 through 8 are electronically read as
"5': The 6-wheel register therefore provides an electronic reading value for the last wheel
position that is one-fifth of the resolution of the other digits read on the odometer-for
example, increments of 50 gallons rather than 10 gallons. (This type of register is also
sometimes referred to as a 5V2-wheel register.)
Note: For cubic meter (M3) or imperial gallon options, request literature Sheet TR-999.
Authorized Distributor:
DIRECT TO FACTORY
TOLL-FREE
(From Continental U.S. and Canada)
1-800-METER-IT
1-800-638-3748
/\
~J
""
B REM E R TON
BUI1,DING
D E PAR T ME N T
PER M ',I T
==~========~=====.=~=======~==========,===============.=================
Application Date
Issue Date
Assessor Acct #
Site Location
Owner - Last Name
- Street
- City
- Phone
'renant's Name
Agent's Name
Architect's Name
[X] Building
[ ] Mechanical
[J PI umbing
07/15/1992
08/17/1992
Application Number 92AP05464
Permit Number 13824
Project Group
4901 KEAN STREET
MERCHANTS MOVING
4901 REAN STREET
BREMERTON
(206) 37.3-2521
MIKE OSWALD
[ ] Grading
[ ] Move Building
[ J Mobile Home
First AND STORAGE HI
State WA Zip 98310
Phone(206)
Phone(206)
[ :I Sign
[ ] Burning
[ ] I.and Cl ear
[ ] Paving
[ ] Underground
[ ] Demolition
---------------------------------------------------------'-----~------
Building Contractor:
Contractor
street
City
Phone
Representative
state License #
City License #
STIRNCO STEEL STRUCTURES
3216 GENTERWOOD CT SE
OLYMPIA
(206) State WA Zip 98501
STIRNSS120NN
Expiration Date 08/12/1992
Expiration Date
Nature of Work:
5000 square foot addition to existing warehouse.
Building Valuation
$80000.00
Council Dist.rict
..
--------------------------~----------------------_.~-----------~------
Census Tract
Construction
Type
Residence [ ]
Business [X]
Other []
New [ ]
Repair []
Remodel (]
Addition [X]
'R r;pi"e~ Rv~
Sq Feet.
Inspections
Required
Zoning
Type
Foundation [X]
Framing [XJ
Insulation [X]
Plumbing []
Mechanical [ ]
Wall board []
Final [X]
status
Code
12
v ~ ,
:1
j
I
I
i]
I:
i
I
I
I
,
.
I
,
.f
r
I ,
[
I
[i
I,!
~ i
I
f
"
l
.'f:_I'i,~rn'nl!~}Y "'.'[',,;~'j <r\> :, '~I~';::?'W'1.~~-;t.!i'-;;:~-~'~~.<;;,I"'lf\
=,==========~=~========~====,===========.==================~~===========
',I ~
B REM E R TON
B U I L DIN G
D E PAR T MEN T
CON D r T ION S
o F
PERMIT
--------------'-------------------------------------------------------
----~--------------~-~---------------------,------------~-------------
Application Number 92AP05464
Permit Number 13824
------------------------~------------------------~-----~----~--------
Building--Approved as revised. Office in warehouse
must exit directly to outside from stairway, or may
exit through driver's room to office in existing
warehouse. S~ecial inspector required for concrete.
Fire--Must have sprinkler plans for addition.
PI anning-"approvedwi th 20 foot setback from Rean
Street (100 square feet deleted from corner of
addition to accomplis~~setQack requirements). 8
parking spades r~quired. 10 foot landscaping strip
along Rean street and West Monroe required, street
trees at 25'intervals.
Engineering~-Extendcurbr gutter and sidewalk along
Rean street to south property line. No dtiveway
locations are approved. A sidewalk permit must be
obtained from Engineering Department prior to
construction.
=====~~=====~~=,=====~=======~========================================
\"'\
'-i......
,~-
.,
)
: ....
_I. "'_"' ",",~",
. .... .....
,~-, ..-:-;---""- _..,.- ,'~~ --,-- ~7~-'-."-" ,.,......---.--- ~~-
EU I t, DIN' G
, -It" ,/'
FE R Mt\,!lf""If'
D ,E P ,A R T MEN T
ERE HER T O'N
Appli(~at.ion Date
Issue ,Date, '
Assessor Aect#
,Si te Location
Ownet- Last Name
- stxe,et
-Ci.ty
....Phone
Tenant's Name
Agent's Name
Archit.ect's Name
[in Buildi:ng , .
[ ) Meehanica 1
[ ] Pl umhing
Buflt;iingcontractor:
Contractor,
stre.et
City..
Phone
. Repre:3~ntative
state.r.icElnse ,ft.
city License I
===~=====~===,=.========.===~===;==='======~==============,======,========':
'-,
07/15/1992
08/17/1992
4901 KEAN STREET
MERGHANTS MOVING
.490:1. ~EAN STREET
BREMERTON
(206) 373....2521
MIKE OSWAl.D
[ ] Grading
[ ] Move Building
[ ] Mobi.le Home
APplication Numbet 92AP05464
Permit Number 13824
Project Group
First AND STORAGE HI
state N1\ Zip 98310
Phone(206)
Phone(206)
[ 1 Sign. [ ] Paving
[ ] Burning [ ] Underground
[ ) Land Clear [ ] Demoli ti on.
~ "
-.~-:_------:-------~-----~--~-----,-----'------~--'-~-'--'~-~~------,~'--~
.BTIR}.\1CO STEEl.. STRUCTURES
, 3216 CENTERWOOD CT BE .
OLYMPIA
(206) state ijA Zip 98501
~ ,I
-'~-l
'I
'~
STIRNSS120NN
Expiration Date 08/12/1992
Expiration Date
of Work:
square foot; addition to existing warehouse.
BuildingValu.ti~n
$80000.00
-~~--~--~----~-.-~---~----~-~--'~---~~-,~--_._--------.~---~'~--~-~-~~-----
Census Tract
Counoil District
Const:ruction
Type
, Sq Feet
Inspeqtions
Required
Residence r ] Zoning Foundat i 01'1 [X]
Bus.iness [X]'rYpe Framing LX]
other [Jlnsulation[X]
New L ]Pl umbiug []
Repair []St;a:t.usMechariical [ ]
Remodel. 1J Code Wallboard [ ]
Additi.on [X] .' ,... .,. .'. ,12 Final. [X]
_~_ _,_ _ _ """!'_...... _..... "'.... ,,-,_..... "':""..... _,_,_. ".... _l""',_._ -~ -..._____.,_'~ "!"" ~_..... --"-; - - -~ .-.... - - - - --.... -...-- -- .... - - -- - -',-
~:::~:"<lh0~o'~,-~b.~.cfArpro"e<l By: ..~41. tl......... file;
-"''''---F=:!!:;~-_u,,,,~=[~~~~~ ::=:;:;;==~ :;.(ih::===:=:::-=:=:::.:::=l.:==
,..
B R E M ;E R T ON B U I L D I N G D E P A R T M E,N T
C 0 N D I T r Q: N S Q'.F PE R. M I T
==='==="~====~='===-=='==,~='=,=,==~==~==~=~=~==~=====~====,===.~'====~=~==~===='~
ApplLcationNumber 92AP05464
Per.mitNumber. 13824
--~-----,--~~-~~----~------~~----~-~--~-------~--~----------~~-----~-~-
. .
Buildin<;1--Approved as revised. Office in warehouse
. must' exit' directly to outside from stairway, or. may
exit through driver's room to office in existing
I
warehous.e. Special inspector required for concrete.
Fire--~ust have sprinkler plans for addition.
trees at 25. intervals.
Planl1.ing-~'approved tAl'i th 20 foot setback from Kean
Street (lOO square feet deleted from corner of
add! tio.n to accompl ish setback requirements). 8
parking spaces required. 10 foot landscaping strip
along Rean street and Nest Monroe required, street
Engineering--Extend curb, gutter and sidewalk along
KeanBtreet to s6uth property line. No driveway
locations are, approvedf ,A sidewalk permit must be
obtained frorn,Engineering Department prior to
constn.\ct.icln.
=='=,,=======.~===~~='~=,===;===~==========~=~===~==================~~.~=~~c
,~
',:c~ ,
,"
Gateway to the Olympics and Home of the Puget Sound Naval Shipyard
BUILDING DEPARTMENT
February 23, 1994
Merchant's Moving and Storage
4901 Kean Street
Bremerton, W A 98312
ATTN: Mike Oswald
re: Certificate of Occupancy
Mr. Oswald:
As you will recall, my office mailed you a letter in April of 1993, informing you that the Certificate of Occupancy
had not yet been issued for the addition to Merchant's Moving and Storage, due to the fact that your required
landscaping had not been installed. The letter further stated that occupancy without approval was a violation of
the Uniform Building Code. You subsequently called me and said that you could not install your landscaping
until the right-of-way had been repaired. The Engineering Department has informed me that the right-of-way
corrections have been made, and should no longer interfere with your planting areas. In addition, it was noted
that you have installed asphalt paving over the existing.sidewalk, in violation of City code and your building
permit, which specified that no access to the site would be allowed in that location.
At this time, I will allow you two weeks to remove the asphalt and install the landscaping. Failure to do so will
result in legal action by the City. If you have any questions, you may contact the Building Department at 478-
5275.
Sincerely,
~/l~
David A. Nelson
Building Official
DAN:jl
cc: Engineering Department
file
239 4TH STREET . BREMERTON, WA 98310
An Equal Opporlunily Employer
/
"
CLIENT: Be kin s
PROJEcr: BEKINS WAREHOUSE ADDITION
COl\rrRACTOR: S t em Co.
[eXPIRES 04/22/ f ~ ~ J
DATE OF INsPEcrrON: 10-16-92
REPORT NO. : 1
PROJECT NO. : B - 8 5 34
~
"
\'.
n f':$ J f", ~ ~,! ;~ ~
("'\' Ic"j1j"'.;.;,,1
:~(,; ~.~ _~ !.; 4 '\~,
WESTERN TESTING LABORATORIES, I
"Serving Western Washington"
P,O. Box 6005, Olympia, WA 98502
Olym?io Port Angeles/Bremerton Tacoma
357-4650 479-6867 922.0852
FIELD INSPECTION REPORT
I arrived at the job site to perform concrete inspection and testing. Upon
arrival, I noted that the City Inspector had inspected the rebar.
I cast one set of three (3) concrete test cylinderrs for compressive strength.
For additional field information, see concrete test report.
\\TEA1BER:
,.
Partly Cloudy
INSPEcroR: R. Rowden
Construction Il}spection · Soil, Asphalt and Concrete Testing . Site Investigation
Concrete and Asphalt Coring · Agriculturlll Testing
PROJECT NAME:
DATE PICKED UP:
DATE CAST:
,\
\ .
{', St4 ~ l\l H, g
";',-"~ ,,. ".:.,., .. i j fA.. lie':;
WESTERN TESTING LABORATORIES, INC.
"Serving Western Washington"
P.O. Box 6005, Olympia, WA 98502
Olympia Port AngeleslBremerton Tacoma
357-4650 479-6867 922-0852
SAMPLE PICK-UP REPORT
BEKINS WAREHOUSE ADDITION
10-19-92
10-16-92
PROJECT NO.:
REPORT NO.:
INSPECTOR:
J
8-8534
2
L. Green
Picked up, transported to the laboratory and prepared for testing
3 each Compressive Strength Concrete
each
each
each
each
REMARKS:
samp 1 es
samples
samples
samples
samples
Construction Inspection · 5011. Asphelt end Concrete Testing · Site Investlgetion
. Concrete end Asphelt Coring · AgriculturClI Testing
"
I ,
.\
If"t,:l''''IG"Nt ·
, ,~'!'\i',. ~ . ~ .
..1.., ~ '" . ""~
WESTERN TESTING LABORATORIES, INC.
"Serving Western Washington"
P.O. Box 6005, Olympia, WA 98502
Olympia Port Angeles/Bremerton Tacoma
357.4650 479-6867 922.0852
INSPECTION & TEST REPORT FOR
CONCRETE
*
DATE OF INSPECTION:
PROJECT NO.:
REPORT NO.:
INSPECTOR:
REBAR INSPECTED:
10-16-92
B-8534
1
R. Rowden
CLIENT: Bekins
PROJECT: BEKINS WAREHOUSE ADDITION
CONTRACTOR:StemCo . Construction
FORr~s INSPECTED:
REMARKS: * By C i t Y
*
METHOD OF pLACEMENT:
METHOD OF CONSOLIDATION:
CONCRETE SUPPLI ER:
LOCATION OF PLACEMENT:
Truck Chute
Vibrator
Kitsap Ready Mix
New Addition Footings
NO. OF YDS. PLACED: 9
LOCATION SAMPLED:
Same as Placement
MIX DATA:
CE~lENT: 5
ADMIXTURE:
7/811
SLUMP: 311
AMOUNT:
AIR:
%
SK.TYPE: I
MAX. SIZE AGG.:
CONe. TEMP.: 610F
NO. SPEC. CAST: 3
AIR TEMP.: 530F
TIME SAMPLED: 2:00 PM
WEATHER: Partly Cloudy
TRUCK NO: K-12
DESIGN STRENGTH: 3000
PSI
II
PSI
3200
4160
4050
CYL.NO. LAB NO. DATE TESTED AGE
r
1 a I 2713 10-23-92 7
I
1b 2714 11-13-92 28
1 c 2715 11-13-92 28
WEIGHT
DIMENSIONS
611 X 1211
II
I
UUNfORjVj:>
I
I
I
CMTL REMARKS:
Construction Inspection · Soil, Asphelt end Concrete Testing · Site Investigation
. Concrete and Asphalt Coring · Agricultural Testing
jr . ~
,"
GUICW".!Ilo Ow Olympics u"d Ham, of III, Pug,1 Sound NUllu' Sltip.!lllrd
Amcricll's Most Uvcllulc City
BUlL DIN G D E PAn. T MEN 1',
April28t 1993
Merchant's Moving and Storage
490 I Kel\ll Street
Bremerton, W A 98312
A TTN: Mike Oswald
RE: Celtiticate of Occupancy
Mr. Oswald:
The Planning Department recently performed an inspection of your site at 4901 Kean
Street tor the purpose of determining whether the landscaping required under building
permit #13824, issued tor an addition to your existing warehouse, has been installed. The
inspection revealed that the landscaping at this site does not conform to the plan submitted
and approved by the Planning Department.
Please be advised that the Certiticate of Occupancy tor the addition will not be issued until
either the landscaping is installed as approved, or a bond is pO!$ted tor 125% of the value
of the landscaping, as determined by a licensed landscape architect. Occupancy ofthi8
239 4TH STREET . BREMERTON, WA 98310
An 14../ OpfHJ1'.nily Lmpluy"
. ..
.
space without the required Certificate of Occupancy is a violation of the Uniform Building
, Code and may result in legal action by the City. Please make arrangements for this work
to be completed or this bond posted by May 15, 1993.
If you have any questions regarding this matter, you may contact the Building Department
at 478-5275.
David A. Nelson
Building Official
DAN:jl
cc: file
r;;"'^"'
'(:,""'_~U"~ , "";".
',-;';-~'-' :~.
CITY OF BREMERTON - BUILDING DEPARTMENT
478~5275 - 286 FOURTH STREET, BREMERTON, WA 98310
INSP'ECTION REPORT
PERMIT NO.
I .:3 3 2. f../
I have this day inspected this structure and these premises and have found the following violations
of City, County and/or Statelaw$ governing same: .
d"'-- :} Vt!A-.rJ VA.; \ s ,~-I- ~
- [5k" .r/~J"'J )
If'Y 4.1 ~ .f-. be' c.lS4-.L ~. S ~;;.,.} 4-tJ e,..4. ,
You are hereby notified that no more work shall be covered upon these
violations are corrected. . When corrections have been made, ,call for re-in
=til '};1)"; k-
')e/' I-t $~/'
/'Y1r(" ~
~~
@
..
FlOt:,'J
,." k" - t!-J,. fA ~ $
Y;;l>o/r~
e~l
~ ~:-
. I ,
V
s" ,; s--,
AA.--:J.vt:f i ( ~ k,
o.f ~~~d s .
Do Not Remove Thls Tag DATE '2. ..If).. '3
INSPECTOR FOR BUILDING DEPT.
~DF
(~
/ ~
----~
INSPECTION RECORD CARD
CITY OF BRElJERTON BUILDING DEPARTMENT
It/alPs 1"", SFe//'IKL~Je
/59(; 7 f!l v h14eA
13824
PERMIT NUMBER
i
ADDRESS
OWNER
CONTRACTOR
4901 KEAN STREET
MERCHANTS MOVING AND STORAGE
STIRNCO , STEEL S'IRUCTURES
PHONE
PHONE
FOUNDA liON
1. PERMIT ON SITE 7. CHECK FOR FILL
2. CHECK PLANS TO PERMIT e. REQUIRED STEEL IN PLACE
3. CHECK SETBACKS 9. CHECK FIREPLACE FOOTING
4. PROPERTY STAKES 10. ANCOR BOLTS
5. FOOTING WlDTH & DEPTH 11. FOUNDATION VENTS
6. SOIL BEARING O.K. 12. CRAWL ACCES~ . ~ ~....." ()
. COMMENTS: ~------
FOUNDATION INSP?2~,4'/~.v _ ~ /o/rt,!'i 2-
APPROVED BY: - (IASil~~ ~# t"/LIfA,,-
20. FIREBLOCKING
STAIRS
DROP CEILINGS
TUBS OR SHOWERS
ROOF & CEILING LINES
FURRED OUT AREAS
FIREPLACE AT CEILINGS
HOLES PLUGGED TOP & BOTTOM
LID IN VOIDS
21. WINDOWS
MEETS ENERGY CODE CLASS
SAFETY GLAZING
REQUIRED FIRE EXITS
WINDOW SILL HEIGHT
22. CEILING HEIGHTS
23. SWAY BRACING
24. TRUSSES
PROPERLY INSTALLED
aT AMPED
PROPERLY BRACED
25. A TIIC ACCESS
26. RAFTER & JOIST SPAN
27. ROOFING. FLASHING. SHEATHING
28. SIDING
2A
FRAMING
1.WIRING APPROVED
2.FOUNDATION VENTS
3. SHIELD UNDER POSTS
4. POSITIVE CONNECTIONS
5. SOIL TO WOOD CLEARANCE
6. BEAM SUPPORT
7. TR. MAT. NEXT TO CONC.
8. WASHERS ON ANCHOR BOLTS
9. BEAMS PROPER SIZE
10. FLOOR JOIST SPAN
11. NOTCHING & DRILLING
12. STAIRS
WIDTH
RISE & RUN
WINDERS
LANDINGS
HEADROOM
13. ATTIC VENTILATION (upper & lawer)
14. CHIMNEY STRAPS SECURED
" 15. FIREPLACE COMBUSTION AIR
'-..',16. FANS VENTED TO OUTSIDE
17; WATER CLOSET CLEARANCE
18. SMOKE DETECtOR
19. SHEETROCK BACKING
UNDER STAIRS
. ABOVE GARAGE DOOR HANGERS
COMMENTS:
FRAMING INSPEC~ ~~
APPROVED BY: ~ n t:1 'tj;J
{
23 INSULA liON
COMMENTS:
-,~
1. PROPER R-VALUE
2. VAPOR BARRIEA
3. PROPER FASTENING
. INSULATION INSPE~'
APPROVED BY: ~ .
"61/1'}
l' \
.~ '
MECHANICAL
1. PERMIT ISSUED
2. FURNACE LOCATION
3. FURNACE CLEARANCE
4. '8' VENT SIZING
5. '8' VENT CLEARANCE
6. 18' VENT SUPPORT
7. COM8USTION AIR
8. DUCT SIZING
9. DUCT SUPPORT & JOINTS
10.GAS PIPING TEST
11. GAS PIPE SIZING
12. GAS PIPE SUPPORT
COMMENTS:
r
I
I
~v~
HVAC APPROVED BY:
GAS PIPING APPROVED BY:
WDST
"'"
1. WOOD STOVE CLEARANCE
2. CHIMNEY CLEARANCE
3. HEARTH EXTENSION
4. CHIMNEY HEIGHT
WDST APPROVED BY:
J PLUMBING
1. PERMIT ISSUED
2. UNDER TEST
3. WATER PIPE SIZING
4. DWV SIZING
5. PROPER SUPPORT
COMMENTS:
6. PROPER FITTINGS
7. REQUIRED CLEANOUTS
8. PROPER GRADE
9. HWT PRES. RELIEF VALVE & LINE
10. SEISMIC smAP
UNDERGROUND APPROVED
BY:
ROUGH-I~APPROVED
BY:' ~~ ~y'~3
3
J
WALLBOARD
6. ARE SEPARATION IN GARAGE
7. ATTIC ACCESS.
8. DRAFT STOP IN ATTIC
9. PROPER CONST. OF FIRE WALLS
10. DROP CEILING & LIGHTING
1. LID OVER SIDES
2. NAILING
3. W/R AT TUB OR SHOWER
4. 518 UNDER STAIRS
5. FURNACE ENCLOSURE
COMMENTS:
WALLBOARD APPROVED BY:
~ ~-;. /
I
L. FINAL
1. HANDRAILS
2. GUARDRAILS
HEIGHT
INTERMEDIATE
3. EXHAUST FANS
4. WATERPROOFING IN SHOWERS
5. DISHY/ASHER AIRGAP
6. FIRE DOORS
I.ABLED AS REQUIRED
SELF CLOSING
7. FIRE DAMPERS INSTALLED
8. PENETAA T10NS IN RRE WALLS
FINAL PLMB. APPR. (comm.)
FINAL MEGH. APPR. (comm.
FINAL BUILDING APPR.
....
II
9. HOT WATER TANK PAL
. 10. OUTSIDE GRADE
11. SOIL TO SIDING CLEARANCE
12. SMOKE DETECTORS
13. FIREPLACE HEARTH
14. SAFETY GLAZING
15. INSULATION
WINDOWS MEET ENERGY CODe
UNDERFLOOR & ATTICE INSUL.
WATER PIPE & HEAT DUCTS
16. WOODSTOVE APPROVED
17. WINDOWS & DOORS CAULKED
COMMENTS: _A _~ r#-
~~r7~
e-.(/p/n
)
[', .
" . ';~("'-' '.'~' -.
;,"".'~"..
'.
BUlL ,D1 NG
P ~ R M I T
DE p. A RT
'. " '," '" ",'" - ," - "" ,,- - .
':::'::: ;:,:,';:.:::::::: ::'::;..== .:::..=,,=..:::.,= .;:,.:':-=,=::;: == =;: = ,:: ;:..=.= =:= ;'::::::: = == =-!:;:, = =:=:;: = =::: :.:= ~.;;: = = :-: = ::-::: :=':='?= = =.:;:, ::;.:
ApplicatioriDate .09/24/1992
lSBueDate . 1.0./19/1992
Assessor Acct#
. Site L.oCation
Owner - Last Name
.'"' street
- City
- Phone
Tenant" sName
Agent's Name
Architect's ~~me
[X] Building.
[1 Mechani eal
[ ]Pl umbi ng
Application Number 92AP.o5854
Permit Nt,lmber 14.065
Project Group
49.01., KEANSTREET
MERCHANT'S MOVING
49.01 KEAN STREET
BREMER TON
(2.06 )
Firs t' AND STORAGE MI.,
StateWA Zip, 9831.0
phone( 20. 6)
Phone(20.6}
E ] Grading [ ] Sign [ ] Paving
[ ] Move.. Building [ ] Burning [ J undercsround
[ ] Mobile Home [ l. Land Clea.r [ ] Demolition
. , ' . . ' . - ' - . .
-,--~-----~~~--,,------~---~--~---,--~,~--,------------~-,~----~----~---,--~--
ContraCt.or
street
City
. Phone
Repres.entative
Sbate Licerlseff:
Ci tyLi~ense At
SMITli'FIRE:SYSTEM, INC.
4519 SOUTH ORCHARD
TACOMA
(206)473,-6967 State WA Zip 98466
.SMIT.HFS1360T
. Expiration Date .09/25/1993
Expiration Date
NCiture of Work:
Sprinkler system for addition to Merchant's Moving
andSf.orage .
Buil ding
$8349.0.0
, , . ,', " '-, -' '.'., " -, - -, .
-~~~'---~-~'_:~~-~-~~'-----'--,---~~-'--'--~--~:------~----,-:---.~--;-----~~--,~----
9
Census Tract
Counci 1 Dis1:rict
[]
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Framing
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Plqmbing
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Application Number 92AP05854
Permit Number 14065
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Dale Stirn
Stirnco Steel Structures
3216 Centerwood Court, S.E.
Olympia, Washington 98501
100'150'124' LRP 1:12
Merchant Moving & Storage
Bremerton, Washington
BMC Order No. 04-082724-1
Builder No. 06-90
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Butler Manufacturing Company
7440 Doe Avenue
Post Office Box 1590
Visalia, California 93279-1590
Phone: (209) 651-4855
CifUTLEQ
October 29, 1990
To Whom It May Concern:
Please accept this letter as our certification that the Butler
components of the subject building when ordered in accordance with Butler
standards will be designed in accordance with the 1978 Edition of the AISC
Specification for the Design, Pabrication and Erection of Structural Steel
and the 1986 Edition of the AISI Specification for the Design of
Cold-Formed Steel Structural Members. The basic loads of the subject
building meet or exceed the County Climatic Data as published in the 1986
Edition of the MBMA Low Rise Building Systems Manuel.
Loads applied to the subject building are in accordance with the
1988 Edition of the Uniform Building Code.
The subject building is designed to carry a basic roof snow load of
20 pounds per square foot and a collateral load of 3.0 pounds per square
foot in addition to the dead load of the structure.
The building is designed for a basic wind speed of 80 M.P.H.,
exposure factor "B" applied in accordance with Section 2311 of the Uniform
Building Code.
-~1
The Building is designed for Seismic Zone 3 in accordance with
Section 2312 of the Uniform Building Code and importance factor 1.0.
Load combinations are in accordance with Section 2303 (f) of the
Uniform Building Code.
These Butler Components, when properly erected on an adequate
foundation in accordance with the erection drawings as supplied and using
the components as furnished, will meet the above loading requirements
without exceeding the allowable working stress.
This certification does not cover field modifications or design of
materials not furnished by Butler Manufacturing Company.
Cordially yours,
(r1~Jj
Mark G.
Project
MGC:sg
1\pplication
. Issue Date .
AssessoiA9Gt#
Site Location
Owner Last Name
... str~et
"'"tJity
-Phone
Tenant's Name
'V"
Agent.. S .Name
AI' ch.i tect's,ija,me
.'.. [ ] Buildi~:9
[X] Mecha,f).ical
[xl Plumbing"
4901 KEAN s~rREET
MERCHANTS MOVING
4901'.KEAl'f STREET
BREMER TON ,
"(206) 373"'252~.
MIKE OSWAr.lD
A.PPl,~ cation. 'NumlJe.;5;,,,9;~{1,~lf4?.j
p. e rnlJ.t... .N. umber ..11'.... .1,3967..... .., /, .....)....
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Remodel
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Type
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Framing
Insulation
PI Ul1\bing
Mechanical
Wal,lboard
Final
stat.us'
Code
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Application Number 92AP05864
ROBISON PLUMBING
BREMERTON
(206 )
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state WA Zip 98310
Ezpiration pate 01/06/1993
Expiration Date
stoves
Fire Place Inserts
Furnaces
Burners
Heaters
Boilers
Gas Outlets
Coolers.. .
AitConditi.onin9 Units
.1fea t Pumps
Re-HeatBoxes
Air Handling Units
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Range Hoods
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stateWA
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Batht~bs,
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Urinals'
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Water Piping
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Vacuum Breaker
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',.'.' .oEPART1v1'ENl'O~COMM.Ut-JITYt)EVELoPMENT .
C I T Y 0 F lJ REM E J{ TON
Merchant's Moving and Storage
4901 Kean Street '
Bremenon, WA 98312
AITN: Mike Oswald
RE:Building permit application for 500o.5<iuare;[00t~didon
Dear Mike:
4.
Need to liubmit an environmentalcheck.Ust. (Enc1olied)
Needs 20' front sdtb~c.kffOmKeanStr"t{15'shownon site plan) .
Needs to show existing parking and,2adcJ,itional parking spaces for a total of 8
spaces. . (5000 square foot expansion ..eq41res 2 additional spaces).
Need landscape plan. including minimwn,lO'landsc:.apcso:ip with street trecs at 25'
intervw along Kcan Street and W'Jr1onroc.,,\,;,
Fire:
No storm water shalll:>e,aUcrwcdto' dr~l1 ;~l1toadj~l1tprivatepropertiesor
public right-of-way. ,. ,
Submit storm dtainage plan.
2&14T1I STREET .
~u'.--, (' "
3. Curb, J)ulI.er arad Nidcwalk lIb.til be extended ..Jong Kelln Street to flouth property
line. Show driveway location on storm drainage plan. A sidewalk permit must be
obtained from Engineering Deparunem prior to con~trucLion.
Building:
1. Need Hoor plan of entire wa.rehousc to dctenuiue OCCUPWH load aud exiting
requirements.
2. Special inspector will be required for concrete placement. with all inspection reports
mailed to the Building Department.
If you require assistance in completing dle environmental checklist, contact Jack Allingham
at 478-5275.
]~+ ~
Janet LUll<<fo.-d ~
Permit Technician
C(:: file
City of Bremerton
239 Fourth Street
Bremerton, WA 98310
(206) 478-5275
DET.ERM:D\lAT'I0l\T OF l\JOl".lSIGl\I~-.LCANCE
Description of Proposal:
12.000-sQuare-foot warehouse.
Construct s,OOO-square-foot addition to existing
Proponent: Merchants Moving and Storage (373-2521)
Location of Proposal (Including street address, if any):
4901 Kean Street
Lead Agency: City of Bremerton Department of Community Development
The lead agency for this proposal has determined that it will not
have a probable significant adverse impact on the environment.
An environmental impact statement (EIS) is not required under RCW
4J.21C.OJO(2) (c). This decision wa~made after review of a
completed environmental-checklist and other information on file
with the lead agency. This information is available to the
public on request.
GJ
D
There is no comment period for this DNS.
This DNS is issued under 197-11-340(2); the lead agency will
not act on this proposal for at least 15 days from the date
of issuance.
Comments must be submitted by:
Responsible Official: John W. Allingham
Position/Title: Senior Planner Phone: (206) 478-5275
Address: 286 Fourth Street, Bremerton,. WA 98310. L
Date: 7 -Z '1- '17- Signature: 'l~ t...J. ~
[Jg You may appeal this determination to:
~Bremerton Planning Commission
OBremerton City Council
You should be prepared to make specific factual objections.
Contact the Bremerton Planning Division for procedures for a
SEPA appeal.
D There is no agency appeal.
St IC). 3).9 J--
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.'
The checklist questions apply to all parts of your proposal,
even if you plan to do them over a period of time or on different
parcels of land. Attach any additional information that will
help describe your proposal or its environmental effects. The
agency to which you submit this checklist may ask you to explain
your answers or provide additional information reasonably related
to determining if there may be significant adverse impact.
USE OF CHECKLIST FOR NONPROJECT PROPOSAL:
Complete this checklist for nonproject proposals. even
though questions may be answered "does not apply." In addition,
complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (Part D).
For nonproject actions, the
the \-/0 r d s "p r 0 j e c t ". " a p pI i can t "
read as "proposal", "proposer,"
respectively.
references in the checklist to
and "property or site" should be
and "affected geographic area,"
A. BACKGROUND
1. Name of proposed project. if applicable:
Warehouse addition
2. Name of applicant:
Merchants Moving & Storage
3. Address and phone number of applicant and contact person:
4901 Kea:n Street
Bremerton, WA 98312
Mike Oswald
206/373-2521
4. Date checklist prepared:
July 27, 1992
2
~
5. Agency requesting checklist:
City of Bremerton
6. Proposed timing
appl icable):
Sept. 1992
or schedule
(including
phasing.
if
7. Do you have any plans for future additions, expansion, or
furthor activity related to or connected with this proposal?
If yes, explain.
NO.
8. List any environmental information you know about that has
been prepared. or will be prepared. directly related to this
proposa I .
None
9. Do you know whether applications arej pending for
governmental approvals of other proposals directly affecting
the property covered by your proposal? If yes. explain.
No.
10. List any government approvals or permits that will be needed
for your proposal, if known.
Building Permit.
3
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11. Give brief, complete description of your proposal,
including the proposed u~es and the size of the project
and site. There are several questions later in this
checklist that ask you to describe certain aspects of
your proposal. You do not need to repeat those answers
on this page. (Lead agencies may modify this form to
include additional specific information on project
dcticrlption. )
Addition of 5000 square feet used for warehousing
household goods.
12. Location of the proposal. Give sufficient information
for a person to understand the precise location of your
proposed project, including a street address. if any.
and section. township. and range, if known. If a
proposal would occur over a range of area, provide the
range or boundaries of the site(s). Provide a legal
description, site plan. vicinity map. and topographic
map. if reasonably available. ~hile you should submit
any plans required by the agency. you are not required
to duplicate maps or detailed plans supmitted with any
permit applications related to this checklist.
Addition is on east end of building located at 4901 Kean
Street.
4
B.
ENVIRONMENTAL ELEMENTS
TO BE COMPLETED BY APPLICANT
EVALUATION FOR
ACENCY USE ONLY
1. EARTH
a. Gene~al desc~iption of the site (ci~cle one):
( f 1 at ,) ~ 0 Iii n g, hill y, s tee psi opes ,
mountainous, othe~
;:::1 ~J-
b. What is the steepest slope on the site
(app~oximate pe~cent slope)?
N/A
c. What 8ene~al types of salls are found on
the site (fo~ example, clay, sand. g~avel,
peat, muck)? If you know the classification
of ag~icultural soils, specify them and note
any p~ime fa~mland.
Combination of Sand, Gravel and Clay.
d. Are the~e su~face indications or histo~y of
unstable soils in the immediate vicinity?
If so, desc~ibe.
NO.
e. Desc~ibe the pu~pose. type and approximate
quantities of any filling or grading proposed.
Indicate source of fill.
Aproxr2in., qradinq - no fill required.
f. Could e~osion occu~ as a result of clea~ing,
construction, o~ use? If so, gene~ally
desc~ibe.
No.
5
:
g. About what percent of the site will be covered
with impervious surfaces after project
construction {for example, asphalt or buildings?
~he 5000 square foot addition will replace
existinq asphalt.
h. Proposed measures to reduce or control erosion,
or other impacts to the earth, if any:
Landscaping.
2. AIR
a. ~hat types of emissions to the air would
result from the proposal (i,.e., dust,
automobile, odors, industrial wood smoke)
during construction and when the project
is completed? If any. generally describe
and give approximate quantities if known.
None.
b. Are there any off-site sources of emissions
or odor that may affect your proposal? If
so, generally describe.
None.
c. Proposed measures to reduce or control
emissions or other impacts to air, if any:
None.
6
3. WAT~H
a. Surface:
1) Is there any surface water body on or
in the immediate vicinity of the site
(includine year-round and ~ea~onal
streams, saltwater, lakes, ponds, wet-
lands)? If yes, describe type and
provide names. If appropriate, state
what stream or river it flows into.
NonE.
2) Will the project require any work over,
in. or adjacent to (within 200 feet) the
described water? If yes. plea~e deacribe
and attach available plans.
~A
3) Estimate the amount of fill and dredge
material that would be placed in or
removed from surface water or wetlands
and indicate the area of the site that
would be affected. Indicate the source
of fill material.
N~
4) Will the proposal require surface water
withdrawals or diversions? Give general
description. purpose, and approximate
quantities if known.
No.
7
5) Does the proposal lie within a lOO-year
floodplain? If so. note location on
the site plan.
No.
6) Does the proposal involve any diechargou
of waste materials to surface waters?
If so, describe the type of waste and
anticipated volume of discharge.
No.
b. Ground:
1) Will ground water be withdrawn. or will
water be discharged to ground water?
Give general description. purpose, and
approximate quantities if known.
No.
2) Describe waste material that will be
discharged into the ground from septic
tanks or other sources, if any (for
examp 1 e: Domest i c sewage; i ndust ria 1 .
containing the following chemicals...;
agricultural; etc.). Describethe
general size of the system, the number
of such systems, the number of houses
to be served (if applicable), or the
number of animals or humans the
system(s) are expected to serve.
None.
8
,.'~ - ...----...-
c. Water Runoff (including stormwater):
1) Describe the source of runoff (including
stormwater) and method of collection
and disposal, if any (including quantities,
if known). Where will this water flow?
Will this water flow into other waters?
If so, describe.
Water flow to storm water retention system.
2) Could waste materials enter ground or
surface waters? If so, generally
describe.
No.
d. Proposed measures to reduce or control surface,
ground, and runoff water impacts, if any:
None.
4. PLANTS
a. Check or circle types of vegetation found
on the site:
dec i duous tree: (a I der), map 1 e. aspen,
other
_ evergreen tree: (fir,) cedar, pine.
other
x shrubs
--x- grass
pasture
crdp or grain
wet soil plants: cattail, buttercup,
bulrush, skunk cabbage,
other
_ other types of vegetation
9
b. What kind and amount of vegetation will be
removed or altered?
None.
c. List threatened or endangered specles known
to be on or near the site.
None.
d. Proposed landscaping. use of native plants,
or other measures to preserve or enhance
vegetation on the site, if any:
There will be a landscaped area utilizing some
native plants and shrubs.
5. ANIMALS
a. Circle any birds and animals which have been
observed on or near the site or are known to
be on or near the site:
birds: hawk. heron, eagle. songbirds,
other:
mammals: deer, bear. elk, beaver,
other:
fish: bass, salmon, trout, herring,
shellfish, other:
b. List any threatened or endangered species
known to be on or near the site.
None
10
~~~
c. Is the site part of a migration route? If
so, explain.
No.
d. Proposed measures to preserve or enhance
wildlife, if any:
N/A
6. ENERGY AND NATURAL RESOURCES
a. What kinds of energy (,electric, natural gas,
oil, wood stove, solar) will be used to meet
the completed project's energy needs?
Describe whether it will be used for heating,
manufacturing, etc.
Natural gas will be used for heating, and electricity
will be used for lighting.
b. Would your project affect the potential use
of solar energy by adjacent properties? If
so, generally describe.
No.
c. What kinds of energy conservation features
are incl~ded in the plans of this proposal?
List other proposed measures to reduce or
control energy imracts, if any:
A temperature limiting switch will be used on furnace.
11
7. ENVIRONMENTAL HEALTH
a. Are there any environmontal health hazards,
including exposure to toxic chemic~ls, risk
of fire and explosion, spill. or hazardous
waste, that could occur as a result of this
proposal? If so, describe.
No.
1) Describe special emergency services
that might be required.
N/A
2) Proposed measures to reduce or control
envir07nmental health hazards, if any:
N A
b. Noise
1) What types of noise exist in the area
which may affect your project (for
example: traffic, equipment operation.
other)?
None
2) What types and levels of noise would be
created by or associated with the project
on a short-term or a long-term basis
(for example: traffic, construction,
operation, other)? Indicate what hours
noise would come from the site.
Construction related noises. Work hours: 8am - Spm M-F
12
3) Proposed lOeasures to reduce or contl'ol
noise impacts. if any?
None.
8. LAND AND SHORELINE USE
a. What is the current use of the site and
adjaceot proQ~rties?
Park1ng. AdJacent properties are used for warehousing.
b. Has tho ~ito beon u~od for aericulturo? If
so, describe.
No.
c. Describe any structures on the site.
12,000 square foot warehouse.
d. Will any structures be demolished? If so,
what?
No.
e. What is the current zoning classification of
the site?
Commercial, Warehousing, Manufacturing.
f. What is the current comprehensive plan
designation of the site?
Commercial, warehousing and manufacturing.
13
,-
g. If applicable. what is the current shoreline
master program designation of the site?
N/A
h. Has any part of the site been classified as
an "environmentally sensitive" area? If so,
specify.
No.
i. Approximately how many people would reside
or work in the completed project?
Ten.
j. Approximately how many people would the
completed project displace?
None.
k. Proposed measures to avoid or reduce dis-
placement impacts, if any?
N/A
1. Proposed measures to ensure the proposal is
compatible with existing and projected land
uses and plans, if any:
Building conforms with zoning and matches existing structures.
I
14
9. HOUSING
a. Approximately how many units would be
provided, if any? Indicate whether high,
middle, or low~income housing.
N/A
b. Approximately how many units, if any, would
be eliminated. Indicated whether high,
middle, or low-income housing.
None.
c. Proposed measures to reduce or control
housing impacts, if any:
N/A
10. AESTHETICS
a. What is the tallest height of any proposed
structure{s}. not including antennas; what
is the principal exterior building
material{s} proposed?
The tallest he~ght building will be 24ft. The exterior
w~ll be corrugated, ~c ~s the same as other structures
~n area. ~
b~ What views in the immediate vicinity would
be altered or obstructed?
None.
c. Proposed measures to reduce or control
aesthetic impacts, if any:
Landscaping will be prov~ded on east end of building, which
is most visible to public.
15
;it,
11. LIGHT AND GLARE
a.
What type
produce?
OCCUI"'?
None
of light 01"' glal"'e will the proposal
What time of day would it mainly
b. Could light 01"' glal"'e from the finished project
be a safety hazard or interfere with view?
No.
c. What existing off-site sources of light or
glare may affect youI"' proposal?
None.
d. Proposed measures to reduce or control light
and glare impacts, if any:
N/A
12. RECREATION
a. What designated and informal recreational
oppol"'tunities are in the immediate vicinity?d
None.
b. Would the proposed pl"'oject displace any
existing recreational uses? If so, describe.
No.
16
c. Proposed measures to reduce or control
impacts on recreation, including recreation
opportunities to be provided by the project
or applicant, if any:
N/A ,
13. HISTORIC AND CULTURAL PRESERVATION
a. Are there any places or objects listed on, or
proposed for, national. state, or local
preservation registers known to be on or
next to the site? If so, generally describe.
No.
b. Generally describe any landmarks or evidence
of historic, archaeological. scientific, or
cultural importance known to be on or next
to the site.
None.
c. Proposed measures to reduce or control
impacts, if any:
N/A
14. TRANSPORTATION
j
a. Identify public streets and highways serving
the site, and describe proposed access to the
existing street system. Shown on site plans,
if any.
The site is served by Kean Street.
I
b. Is site currently served by public transit?
If not, what is the approximate distance to
the nearest transit stop?
Yes.
17
15.
c.
How many parking spaces would the completed
project have? How many would the project
el imi nate?
There will
jC-lp-L
be an addition of two parking spaces.
o J. Ct''8)..f-<<
d.
Will the proposal require any new roads or
streets, or improvements to e~isting roads
or streets, not including driveways? If so,
genera;ly describe (indicate whether public
or prifvate).
No.
e.
Will the project use (or occur in the
i mm e d i ate v i c i nit y 0 f) wa t e r, r ail, 0 r air
transportation? If so, generally describe.
No.
f.
How many vehicular trips per day would be
generated by the completed project? If known,
indicate when peak volumes would occur.
None.
g.
Proposed measures to reduce or control
transportation impacts, if any:
N/A
PUBLIC SERVICES
a.
Would the project result in an increased need
for public services (for eRample: fire
protection, police protection, health care,
schools, other)? If so, generally describe.
No.
b.
Proposed measures to reduce or control direct
impacts on public services, if any.
N/A
18
b. Proposed measures to reduce or control direct
imlfu'7~ts on public services, if any.
16. UTILITIES
a. Circle utilities currently available at the
sit e : (e I e c t r i c i t y), ~ a t u r a I g a 5), (Wa tel") , (e f usE?
service, ~elephon~, ~anitary sewer~ septic
system, other.
r
17. SIGNATURE
The above answers are true and complete to the best
of my knowledge, I understand that the lead agency
is relying on them to make its decision.
r
Signature: ~~L,J ~~~Q
Date Submitted: 7-...:L'r-Q2-
19
..
o. SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS
{Do not use this sheet for project actions}
Because these questions are very general, it
may be helpful to read them in conjunction with
the list of the elements of the environment.
When answering these questions, be aware of the
the extent the proposal, or the types of
activities likely to result from the proposal,
would affect the item at a greater intensity
or at a faster rate than if the proposal were
not implemented. Respond briefly and in general
terms.
1. How would the proposal be likely to increase
discharge to water; emissions to air,
production, storage, or release of toxic or
hazardous substances; or production of noise?
There would be no increase of the above.
Proposed measures to avoid or reduce su~h
increases are:
N/A
2. How would the proposal be likely to affect
plants, animals, fish or marine life?
There would be know effect on above items.
20
Proposed measures to protect or CO/lUervo
plants, animals, fish or marine life are:
N/A
3. How would the proposal be likely to deplete
energy or natural resources?
This proposal would not be likely to deplete energy
or natural resources.
Proposed measures to protect or conserve
energy and natural resources are:
N/A
4. How would the proposal be likely to USe or
affect environmentally sensitive areas or
areas designated (or eligible or under
study) for governmental protection; such as
parks, wilderness, wild and scenic rivers,
threatened or endangered species habitat,
historic or cultural sites, wetlands,
floodplains, or prime farmlands?
This proposal would not affect above items.
Pr~posed measures to protect such resources
or to avoid or reduce impacts are:
N/A
21
.
-
5. How would the proposal be likely to affect
land and shoreline use, including whether it
would allow or encourage land or shoreline
uses incompatible with existing plans?
This proposal would not affect above items.
Proposed measures to avoid or reduce shoreline
and land use impacts are:
N/A
6. How would the proposal be likely to increase
demands on transportation or public services
and utilities?
This proposal would increase demands on transportation
and public services and utilities in an insigificant amount~
Proposed measures to reduce or respond to such
demand{s) are:
N/A
7. Id~ntify, if possible, whether the proposal may
conflict with local, state or federal laws or
requirements for the protection of the environment.
N/A
22
~
.".
".
AGENT
BJ:IUNS
Since 1891
July 28, 1992
Merchants Moving and Storage
4901 Kean Street
Bremerton, Washington 98312
(206) 373-2521
Ci ty of Bremerton
Building Department
286 4th Street
Bremerton, WA 98312
RE: Building permi t for 5000 square foot addi tion
Gentlemen:
Enclosed you will find the following:
1. Copy of si te plan with changes per Planning department.
A. Location of eight parking spaces.
B. Landscaping plan.
2. C<opy of site plan showing requirements per Engineering.
A. Location
B. Addi t ion
of storm water catch basins.
of curb, gutter and sidewalk.
3. Copy of si te plan showing requirement s for Building dept.
A. Floor plan of existing building and proposed addition.
4. We are in the process of obtaining a sprinkler plan from
our contractor.
A<,
."
According to the planning dept. there is a setback
requirement of 20 feet. Our plans indicate a 15 foot
setback. I have checked with our contractor, and to meet
this requirement we would have to have the building re-
engineered. We would also have to change the entire floor
plan of the new addi tion, which would les sen our storage
capacity and put us in a non-competitive position. I have
also enclosed pictures of buildings on the same street that
have a setback of only ten to eighteen feet. For these
reasons, we are requesting a variance in this setback rule.
Please let me know if you have any que s tions.
Sincerely,
rJ~ ~~f)
'Mike Oswald '--.
V.P.- Gen. Manager
Merchants Moving & Stg.
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1 1992
j\.j (I:r ,. '7.:;1(}~!:,~:::
DETERMINATION OF NONSIGNIFICANCE
STATE OF WASHINGTON
COUNTY OFKLTSAP
:::.::;.
in.
Iht
I~ Bridset Hanev, beins first dulv sworn on oath. deposes and savs~ That ,she is
rp:<\.~l,., .::tnd .=1.t .::!,1'! tirn.;:,~~. ilmbr":3,c';:,:ld :1,1"1 th.;,;! !"'ubl ic,i.:l::ion,h.;:~r;.;,;!j,n IT!flntion,;?d l.!,l.~.!::. '!7h\;! pr'in-",
cipal clerk &f the printers and. publishers of THE SUN ; ~hat said newspaper has
b .:::~ i! n ;::~ I::' P r. (. VE! d .::1. $. . o:~. 1 ';:1~", ",. 1 n ,;;! IiI !;:, I'" 0::1, P ,;';! r. b"", (< r' d.:,::,' r. (. 1: t h \:~ ~;::; U F~ {~ r. j, (I r. Co. 1,:1 r. '!; (. f t h ,,;! C: .) u n 17 ",.,
of Kitsap, in which Countv it is published and is now and has been for more than
," " ,-
six months prior to the date ok.the publication hereinafter referred to. pub-
1 i!".h.;;!d in tl';j'.;::!En~,ll i!::,hl'::kn~;:II.J'::l,~;:I..~~ continu;;l.l t..,.. .:;1.~:.' 0::1. d,:~.i 1"," n'::,,'\;I~.Po::1.P1:!r' in Br'.,;!m0..r.t(,!-",,1
.Kitsap Co~nt.y, Washin9tori,:, and is now ahd during al'l of said time, ,"Das pr,inted
in an office maintained in the aforesaid plac~ of publicati6n of said n~wspaper;
that the folJowins is a tru~ t.xtof a lesal adverti~ement as it was PUblished
i 1"1 r. ,;;: .",1l..I'1 '::1. I". ' i ' ~:. !,;. 1..1 .:::!S:, (. '::1. nd 1"1 (. tin.!;. u p pl ',;1 m .:::! 1"1 t f (. r'm )p f !;, ''i:l, i d n ,:::!)..\!. ~:. F" ,::'1, Pi:" r' 0 1"1 t. h ':;:, f, 01 1 ',0 \.i.!-'
ins dates. to wit~0usust 1. 1992 ~nd t.hat su~h hewspaF"er was resularlv distrib-.
uted to its subscribers durins all iqf said period. That the full amount. of th~
f ''i.~ "" chi;),r' S~ ",,: d':f (. r' tch .;;! f ('1-' ,;;! ~::!(. j, 1"1 ~::I PU b 1 i c .:j, t i (. n i ~:' '!7h <:71 ~,;.I.J m .) f '$:3:1,. ':;:'(;;,\,'..lh j,x'c b O::I,IT\ (.IJ rrt h O::I,~,
not be~n paid in f&11.
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!~ ~:.:: i 9 n~::\. t u r. ~E.l (t 1: "F'r' j, n (: '~:i'J C: 1 ~E.t r. k )
~:::lJbscr'ib.;;~d ':ind !-,,\.~!')r'n t(, b.,,,fol"'<::: mf! thi!-', d.,1.v (,f f~lJ~;,:ll.Jri,t 3. 19';:)2.
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NOt.:3.I....y' Publ j.c :i,n .:1nd for' th\'i: ~;::;t'::";.t.,:! (.,I~Ha~,hin~"'ton.., r"2$,id'ins~ in Br""'.IT!",,r"!:on.
DETERMINATION OP
t\!CIN~~; I ON I F I CrV\IC:E
D f: ~:'!::: r' i f" t i .::...P!' (, .f F'r' (. P 0 ~,,"1. 1 "~ C .) n ~::' t r. 1,.IC t ~::i ',' (i 0 (1-... !;:. <"I.l..l ,3. r' ,~~ ..- .j: ,) (i t ,3, d, d i _...
tion to existins 12,O(lO-s9uare-fo~t war~house.
Proponent~ Mer~hants Movins and St.orase (373-2521)
Location of P~oposal (Includins street address. if anv);
4901 Kean Street.
Lead Asencv= Citv of Bremerton Department of Communitv De~
\l,;:~ l (ll:'l'n.;;! n t
The lead asencv for this proposal has det.ermined that it.
will not ha~e a probable sisnificant adverse impact o~ the
environment. An environmental impact statement. (EIS) is not
re9uir~d under PCW 43.21C.(l30(2) (c). This decision wa~.made
afte~ review of ~ completed environmental checklist and
other information on file with the lead asencv. This in~Dr~
mation is available to the ~ublic on re9u~st.
There ,is no comment period for this DNS.
F:'i::~::,p(:'ni,.bi 1,,;: Offi.:::i'::l.l:: ,...1,)hn ~,J. All inslh,:1.rn
f::'(t~~. i t j, (tnll"i t'l.~:.:: ~~;\~-:n j, (tr" FJl :;;inn....~~r. J::rf~J'(1n.f:! ~ (::~(}{:~) 4-~7~::~~...5:~:~7~~
Address: 286 Fourth S.tr'eet, Bremert.on~ WA 983,10
[l \3.:-t ':,:,~ :~ '7 ,..- :;;~ ';;, .~~_I;) :~;~
You mav appeal this dete~mination tn~
Bremerton Plannins C~mmis~ion
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Contact the Br~merton Plannins
:;:;EPA ;'i,pp,s';::l.l"
(.'~lf~ ~:.l " j, ',' 199:2:
!::,F>'~,,'C:!. 'I":!. c
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fur procedures for a
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5085
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City of Bremer ton, Washington
Phone: (206) 478-5281
$S7t:rZ>
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RECEIPT NO.
.---
PERMIT FEE
$56150
RECEIPT NO. DATE
~.:;./5? $...30.... g 3
..... .::; ()O b
OWNER'S VALUE
BLDG. DEPT. VALUE
PLAN CHECK FEE
OWNER'S NAME
PHONE
ADDRESS
D RESIDENCE
"
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TE CONTRACTOR'S L1C. #
~........~ C-<.)c.._
D NEW D REPAIR
D REMODEL ft ADDITION
(19' B,cS/72.uP
PHONE '7 ='..7 -90 93
D DEMOLISH
D SIGNS
OCCUPANCY
CONTRACTOR
J( BUSINESS
D OTHER
PLANNING I ZONING
STORIES
THIS PERMIT ISSUED FOR:
~~~6~
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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 vioiate or cancel the provisions of any, other state or local law regulating construction or the performance of construction,
INSPECTIONS REQUIRED: Foundation D
Framing D
Plumbing D
Electrical D
Wallboard D
FINAL~.
SEPARATE PERMITS ARE REQUIRED (WHERE APPLICABLE) FOR PLUMBING, MECHANICAL AND ELECTRICAL.
FOR INSPECTORS USE ONLY:
REINSPECTION:
TYPE OF INSPECTION
DATE
TIME
NOT
APPROVED APPROVED
COMMENT
DATE
TIME
APPROVED
FINAL INSPECTION APPROVED BY
Building Inspector
OWNER'S SIGNATURE
B
ISSUANCE OF OCCUPANCY CERTIFICATE REQUIRED BEFORE
BUILDING DEPT.
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4886
A
City of Bremerton, Washington
Phone: (206) 478-5281
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OWNER'S VALUE
SLOG, DEPT. VALUE
PLAN CHECK FEE
RECEIPT NO.
PERMIT FEE
RECEIPT NO,
DATE
7 -/P-J>3
${,j. 806 $ :J a 7, 35 7/790 $ .11?i- 00
SITE ADDRESS/LOCATION '-I9tJ I k~- ~
'OWNER'S NAME ~ ~ ADDRESS Y91!J/~4---
7';'0/-3
PHONE.3'7..3 -.,tJ"':l1
ADDRESS
D RESIDENCE
D OTHER
D REPAIR
D REMODEL
PHONE
~ ADDITION D DEMOLISH
D SIGNS
OCCUPANCY
PLANNING / ZONING
STORIES
THIS PERMIT ISSUED FOR:
~l7~~L.~~Y ~,,~~ ~~
All provisions of laws and ordi'nancesgoverning this type of work will be complied with whether specified herein or not The granting of a permit does not presume
to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction,
INSPECTIONS REQUIRED: Foundation
Framing
Plumbing D
Electrical D
SEPARATE PERMITS ARE REQUIRED (WHERE APPLlCABCE) OR PLUMBING, MECHANICAL AND ELECTRICAL.
FOR INSPECTORS USE ONLY:
REINSPECTION:
APPROVED NOT
TYPE OF INSPECTION DATE TIME APPROVED
COMMENT '.
DATE
TIME
APPROVED
FI NAL I NSPECTION APPROVED BY
Bui/ding Inspector
ISSUANCE OF OCCUPAN
Authorized Agent
CERTIFICATE REQUIRED BEFORE OCCUPYING BUILDING
OWNER'S SIGNATURE
BUILDING DEPT.
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PLAN REVIEW
, 1982
DATE:
PROPOSED ACTION:
FOR THE PURPOSE OF: .,~
LOCATION:' f/fJ/ J~
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Date:
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liNING COI-IKENTS/IlEVIEWEO fly..........
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SEPARAII! PERMITS REQUIRED FOR PLUI'IlllNC ANO MECHANICAL WORK.
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S€PA.ATe PERMIT REQUIRED
,ILOING REVIEWED ~.. i ~
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PUGET SOUND ENGINEERING
3826 80th Ave. S.E.
Olympia, WA 98501
(206) 459-7677
June 24, 1983
Engineering Department
239 4th St.
Bremerton, WA 98310
Attn: Dale A. Pound
RE: Merchant's Moving & Storage
Dear Dale:
Enclosed for your consideration are my calculations and
design for water retention on the above ownership at
Kean and Houle streets.
If you have any questions on my solution to the storage
volume, please contact me.
./
Very t~uly yours,
rtJ r;J ,i - -
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OHH:ss
enclosure
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. 3826 80th AVE. S. E.
OLYMPIA, WA. 98'01
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S.EPAllATE PERMIT REQUIRED FOIt WCRI( IN RIGHT-OF-WAY. EXCAVATION. PAVING. SiDEWALKS,SANITARY t STORM SEWER.
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Fee $..I...:~:..___.__.....__.....,...............___....____..............__ Receipt No. ..:.d...__.__.:._:::::::..L..__..................__.......
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BUILDING PERMIT
CITY OF BREMERTON BUILDING DEPARTMENT
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F. E. IRISH, Bui/ding Inspector . ESsex 3-1411, Ext. 36
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Owner's Value Bldg. Dept.
Value DESCRIPTION:
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$ Co;? ..~1lO 0 Lot Block Additions
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Address on Job --..,l:--l.,(::L--}r":-.:.(:,c;.'f~::::'~~.:~.------..------.-.----..----.-----.--.---.----.------..---- Date ___..:).__::_::::~_;~ ________196':::._. -
Building _._.____________ x _____.__________ and ___..____._..___ stories ___.___._____.___.._____ basement. Lot ---------- -.-- x' -.---------.----
Front Yard __n.____.n______n_... Rear Yard _.________.._______.___. Side Yard _______.__.____________. Garage
OOccupa~l:l"- 'it --- .-".- .-.-. -.- ';l;t;;.;,:;..,~,-,. ..-.--. ---.. --.- ---. --- -.- --. -d"'d-- .----.--------. .------------ Zone.__
wner ___::'}._:'-."~;:":.1'~~,,:--<':...,.JiI.'--.-L9.!:..---H~-t,,..j~}..".--------.-----.--- A ress ______...____.__...______.__ .n_._________ Phone._____.___.____.
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Contractor <:'~__:i5&!:.:!.7_::_!,,:,1..""a.____________.:~____.______..________.____ Address __.___._ _____ __.o__ ._________.___.____ Phone______._________
This permit is issued for:
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All work to conform to all applicable building ordinances and amendments. Please note the following
special instructions and requirements.
DETACH HERE AND POST THIS SECTION ON JOB
IN.SPECTION - Reinforcing steel must be inspected after placing and before co,vering. FO'RMSshall be inspected
and approved .before pouring. All plumbing, wiring and the frame of all buildings mu'st be inspected and approved
before covering. Wood preservative to be used on all wood against maso'nry. Ventilate foundation and attic. Sepa-
rate permits required for plumbing, wiring and heating. See City Engineer before working on streets or sidewalks.
.--...................................... -- -'-_.... ..-... -..........-.... -_..-.. --.. --....... -.. ........ -..-........"" -...... --- --.. -- -..- ....-.... -,_............ --.................................... --.................... --................... ..--......-...... -- -..--- -....---..---..... ...-- ..-- --..
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Owner's Signature .L<::.~4~.-.C:f!.~~%t~.:,:y:..- By ___..__________mm______..~___._n__.._._.______.___.___.n_________m_.
, / ' His Authorized Agent
Building Inspector _ __ .._ __.._ ___ ... __ .__._ __ ____ __._ ____ .___._.. ___.. ___... ..--. ._..__... .._.__.____ _n.__
.... DF By ,~.";:.-::: ___ __. __ __ __. _ _ _n... __. _ _.. ",_ _ _..." _. _" _. _. _ _ _. __ _ _ __ _._. _., _. __' _._..._._.
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BUILDING PERM IT
CITY OF BREMERTON BUILDING DEPARTMENT
F. E. IRISH, Building Inspector . ESsex 3-1411, Ext. 36
~/
Owner's Value Bl~g,?ept, Value DESCRIPTION:
$ / I ttJ (;/ P \ . Lot Block Additions
Ad'd' \ " J b /-1 f 0 /1~f.:':Lt;;t.,,~_, D t .. 7 ~".~~) 'f -, ? /
ress on 0 _ __ __ __ __ _. ___ ___ __ _, _ ___ __ __ _ __ __ __ __ ___ _ _ _ _. ___ _ _ ___ .__ __ _ __.__ ___ __ ___ _____ _ __ ____ ____ ___ __ ___ __ a e ..l:c:'>__ __ __~.~,__ _ ______ __ ___ _________ _____
Building ________________ x ________________ and ________________ stories ________________________ basement. Lot ________________ x ________________
Front Yard ________________________ Rear Yard ________________________ Side Yard ___________________.____ Garage _____n_______________________
Occupa~~~~ . ~ - - ------ -- -- ~,::: - - - - -7/ -- -- - - - -- ::':':"1,:: - - --; jj r -.::-;;; -- -z---. ------ -- --- -- --- --- -- .-- --- -- -- -- - Zone ---- -.- -- --- --- -- -- -- --- --- -- --- - ---------
Owner!.__ ~:~'U;-:l:;,l_Q _"',,,( .~c-r..\._ _~!'!:'-....:46:~4~.,,<;.1~f::"?,_ ___ _::".':if~:!" -21.- Address __ ___ __ ___ ___ __ ___ ___ __ __ __ _ __ _ __ __ ___ ___ __ _ Phone __ ___ __ ___ _______
Contractor __ ____ __ _ __ ____ ___ _ _ _. ___ __ _ __ __ __ ___ __ ___ _ _ _ _ _ __ _ _ _ __ _ _ _ _ _ ___ _ __ _ _ _ _ Address _ __ __ __ __ __ __ _ __ __ _ ___ ___ _ ___ __ _ __ __ __ _ ___ __ Phone _ __ _ __ ___ __ ______
This.,permitis issued for:. '.'."
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All work to conform to all applicable building ordinances and amendments. Please note the following
special instructions and requirements.
DETACH HERE AND POST THIS SECTION ON JOB
INSPECTION - Re,jnfo,rcing steel must be i'nspecte,d a,fte'r pladng and be,fo,re covering. FORMS shan be inspelCted
and appro'vecl before pouri,ng. All p,lumbing, wiri,ng a,nd the fra,me of all buildings must be i,nspected and a'pproved
befo're covering. Wood pre'servative to be used o:n all wood a,ga,inst masonry. Ventibte fOlundation and attic. Sepa-
ra:te permits re:qu'ired for plumbing, wiri:ng a,nd heati,ng. See City Engineer before worki'ng o'n stre:ets o,r side'walks.
........................................................................................................................................-...................................... ................................................................................................................................................................................
...................................................... --......................................................................-.... --............ --..............-...... ................-............................................................................................................ --......................................-......
................ -_....................................................-............................................................ --............ --...................... ................-.... --......................................................................................................-..............-.................... --......
...................................... --.............................. - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - -.... - - - - - - - - - -.... - - - -.... - - - -.. - - - -.... - -.. - -- - - - - - - - - - - - - - - -.. - - - - - - - - - - - - - - - - - - -.. - -.. - - - - - - - -.. - - - - - - - - - -.. -.. -.." - --
.... - - - - - -- -.... - - - -.. - - -.. - - - - - - - - - - - - - -.. - -.... - - - - - -.. - - - - - - - - - - - - -.... -..- - - -- - -.. - - -.. - - - - - - - -- - - - - - - - - -.. - - - - - - - - - - -.. -.. - - - - - - - -.. - - - - - - -.. - -.. - -.. - - - - - - - -- -.. - -.. - - - - - -- - - - - - - - -.... -.. - - -- -.. - -......
- - - - - - - - - - - - - - - - - - - - - - - - - - - -.. - - - - - - - - - -.. - - - - - - - - - - -.. - - - - - - - - - -.... - -.. -- - -.. - - -.. - - - - -........ - - - - - - -.. - - - - - - - - - -.. - - - - - - - - - - - - - - - - - - - - -.. - - - - -.. - -.. - - - - - - - -.. - -.. -- - - - - - - - - - - -- - - - - - - -- - - - - - --
;. - - - - -.. -- - - -'- -.. - - - - - - - - -.. - - - - - - -.. - -.. - - -.. - - - - - - - - -...... - - -.. - - - - - - - -- - - - -.. - -- -.... - - - - - - - -.... - - - -.. - -.. - -.. - - - -.. - - - - - - - - - - - -.. -.. - - - - - - - - -.. - - - - - - - - - - - - - - - - - - - -.. - - - -- - - - - - -..- - - -.. -.. - - - _..- - --
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-.... - - - - - - - - -.. - -.. - -.. - - - - - - - - - -.. - - - - - - - - - -.... -.. - - - - - - - - -.. - - - - - - - - -.. - - - - - - - - - - - - - - - -.. - -.... - - - - - - - - - - - - -.. - - - - - - - - - - - - - - - -.. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -.. - -- - - - - - - - - -.. - - - - -- - - - -.. --
--------------..----------------------..----------..----..---------------------------------- --------------------------------------------------------------------..-------------------
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- - - - - - - - - - - - - - - -.. - - - - - - - - - - - - - - - - - - - - - - - - -.. - - - - - - -.. - - -.. - -.. - - -.... -- - - - -.. -.. - - -.... - - - - - - -.... - - .. - - -.. - -.. - - - - - - - - -.. -.. - - -.. - - -.. - - - - - - - - - - - - - - - - - - - - - -.. - -.. - - - - -.. - - - - - - - - - - - - - -.. -.... - - - - - - -.. --
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\/ V f'""'.. ~ \ I
Owner's Signaturet--(r-(r.C--CA--~:':m&:-t::I~,,~------------<:;,By --:.::----------(j------~Hi~-A~;h~;;;~;jA~~~;----------.-------------
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, Building Inspec~dI'^"::'::~ _: _ ~~~,; _ _C:.,_ _ __~_ t1~:~:-.e':.:'!_::~:_~.-- _ _ __ _ _ _ __ __ _ _. ___ _ __ _ _ ___ ___ __ ___ _ __ ___
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Fee $.___...................v........:::.......'.m....................... Receipt No. .m..:::EcP./d!3..............mm......m......
B U I L DIN G PERM I T
CITY OF BREMERTON BUILDING DEPARTMENT
F. E. IRISH, Building Inspector . ESsex 3-1411, Ext.36
v
Owner's Value Bldg. Dept.
$ 1/ Sou
Value DESCRIPTION:
Lot
Block
Additions
L/"-' "./ .
Address on Job if,?7.-, '''''V,i(>''/ Date //. ""/, ';' t/
-.. . ../..-'. ..c...... ''-''''5'''''''C.;r.;. .... .... __..... .... ..... .,.... ..,.. ... .... ..... .....,.. ......... ......c.. ..r:?:... ...~. .... ... ..... ... ..__..
Building ""'______"'" x ___..n......... and 'm'___'______, stories """___._____.___.,... basement. Lot .___..___.._____ x .___......____..
Front Yard .........______...._____ Rear Yard __..___.._____....__..__ Side Yard .n..n........______... Garage .___.______.___________...___.
O:CCUPAh(CY,PERMIT REQUIRED BE,FORE OCCUPYING BUILDING Zone ..n"'___'",'n.'''''______'',',___,___'
O ,I)", A...-/;j ';5;1'//:t;/".,;",,cIV \~fl'ZlALX' ,'. ../ Add Ph
wne1l'!_,.,...,.~...~d::-,<;J.:..,.:/~...... ;1____ "1-' J.......,~.... ...'-._... '_'.I:.~... ..____ ress __... .__...... ..... .... '" ....... ........... one ......... ........
C ,",' y/',;t'-: ) /7;' i J Add Ph
on tractor (,.'~ .";.,c""_."L".,,,___.~._..t'..--.(:d;'i:.;.-'.:l.<:n.. __.__..... n....__... n.' ress ... .... .___.. __ ........ m on __ ___..__ m... one "n",," ,,'n.'
T~is permit is issued for: '" , . .
-~:~~;C~~~;~:~:::~=~~:~~~~;i~;;;~:::;~~:~.
Air work to conform to'; all applicable building ordina~ces and amendments. Pleas{ ~te the following
special instructions and requirements.
DETACH HERE AND POST THIS SECTION ON JOB
INSPECTION - Re'info,rcing steel must be inspected a,fter placing and befo,re covering. FORMS shan be inspected
and approved before pouri'ng. All plumbing, wiringa,nd the fralme of all buildings must be inspected and a1pproved
before covering. Wood preservative to be used on all wood aga,inst maso'nry. Ventila,te foundation and attic. Sepa-
ra,te pe,rmits requ'ired for plumbing, wirirng a:ndheating. See City Engineer beforeworki:ng on stree:ts or sidewalks.
.................-.................... --.......... .................. --.. - -- - - - - - - - - - - - - -.. - - - - - - - - - - - -.. - - - - - - - -- -.. - - - - -..- -- -.. - - - - - - - - - - - - - - - - - - - - - - - - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -.... - - --... - -.. - ---.. - -... - -...--....
- -.. - -.. - - - - - - - - - - - - - - - - -.... - - - - - - - - - - - - -.. - - - -.... - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - -- -.. - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - -- - - - -- --
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -.. - - - - - - - -- - - - - - - -- -.. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -.. - - - - - - - - - - - - - - - - - - - - - - - -.. -- - - - - - - - - - - - - - - - - - - -- - - -..- - -- -.. - - - -.. - - - - - - --
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BUILDING PERMIT
CITY OF BREMERTON BUILDIING DEPARTMENT
F. E. IRISH, Building Inspector . ESsex 3-1411, Ext. 36
.<f"'''}<
$,) V.I ;<?j') f')
'Lot
Block
Additions
Owner's Value Bldg. Dept.
Value DESCRIPTION:
, .,rr4" .r
Add J b ",,/,f'Y!'~ l~ A\::?~," 'f r:;~ D
ress on 0 .----');:*-'..-.ifI-...-----.-~..-I..'l.-.- __~J.I.<___________..___ __.. --. ..______.._..________._______.__". at
Building _______________. x ._______________ and ____.___________ stories _____.______.__________. basement. ________________ x ___.___.._____..
Front Yard _...___.______..________ Rear Yard _____..____.___..______. Side Yard ___.__.___..____________ Garage ___________________________.____
Occupancy _______ ___ ____ ____ ___ __ ._'" _.___._. .___ .__.. ._______ ____ __,_ ___ ___ ____ __ __ ____..._ ._._______. .__ _____ ____.. Zone __ ___ __ ____ __ _ ___ __ ___ ___ _____._________..
Owner /.:x,l?::e~i!1_~el"??.1L:.-!..lLtl1J~t;-.l?'<l?.lt-f:r;--..i.l.!.r....-----__ Address _____. ____________ ___ ______.______ __..______ Phone...___.__.____..
Contractor __M_LIJ.f.l_~.~ti,J- J.'::~__._ _e:sfJl:~J'_l~::______~_$L________ Address __ ________ ___ __ .__ ___ _..__. ___ ____ __. __ ____. Phone.._.___________.
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This permit is issued for: ' . ~
1/ ft! il r..;.' t, I. J'? A~. ..P,.L -I-.l L
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All work to conform to all applicable building ordinances and amendments. Please note the following
special instructions and requirements. '
DETACH HERE AND POST THIS SECTION ON JOB
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INSPECTION - Reinforcing steel must be inspected after placing and before covering. FO'RMS shall be inspected
and approved before po,uring. All plumbing, wiring and the frame of all buildings must be inspected and approved
before covering. Wood preservative to be used on all wood against masonry. Ventilate foundation and attic. Sepa-
rate permits required for plumbing, wiring and heating. See City Engineer before working on streets or sidewalks.
.................... --- ~ - ~.. -.. - - - - -.. - - - - - - - -- - -- - - -- - - ........ -........- - - - -.. - -- --.. -.. -.... -.. --.. -.... -.. -.. - - -.. - - - -.. ~.. - - - - - - -.. - - - -- - - - - ~ -.. - - - -- - -...... - -- - - - - -.. --....... - - --.. -..-..- ---...- -. - --... ..-.. ..--- - -..- --..- --
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rjfl ....p (L., "" /;"t:/ ..,~ ,.",..- /'" /-] ,-"~Owner's Signa ture ;td::'e~:~::?:~f~~:~2~_(.~:::r.__._ ::-::<::::1:_~___ _~, By ~~':-:"(,$~2,_. .t;.:;;."._ _d:i-:::'~::?1.;;{._. __ ___ ~r;.& :,~.t-::-.:.C.____m_.
,} ,"':; /\ His All/h. ori;ed Agent
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Building Inspector -- --- -- ___'.~;:I____V2.______ -- -C.~-j_.'iib-"'.;...---------..-.--- _......___.___.___
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