HomeMy WebLinkAboutCOTTAGE LN., 607
BUILDING PEKMIT
INSPECTION
CAR6~ LE
~ .sITE ADDRESS
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:l)OJECT DE RIPTION
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BREMERTON
Building Plumbing Mechanical Fire Alarm/Sprinkler 0
DURING INSPECTIONS THE BUILDING PERMIT & APPROVED PLANS SHALL BE ON SITE
Permit # BB04 - 00 1. ~ ~ [P@~U @~ ~~U~
For Inspections Call (360) 473- 5870 Approved Date Notes
1st
J FOUNDATION
DO NOT POUR CONCRETE
PRIOR TO APPROVAL
Erosion Control In Place
Foundation Footing
Foundation walls
Plumbing Ground TFork
In Slab Mechanical
Footing Insulation
(2nd
PLUMBING
MECHANICAL
GAS PIPE
Rough In
Duct / Vent
Support / Test / Meter set .
3rd
J
Hold down connections
Shear Panel nailing
L&I Electrical Approved
Ventilation requirements
FramiIt
FRAMING
If pt & 2nd are approved
~ 4th
l sth
~ SHEETROCK
l6th .
~ FINAL
INSULATION
All of the
above
Must be
approved
Prior to
final
BUL DING
WATER
Grease
ac ow, Meters
PUBLIC
WORKS
473-5927
Driveway 473-5270
Sewer 473-5270
ALL FINAL INSPECTIONS COMPLETED
DO NOT OCCUpy BUILDING WITHOUT BUILD G DEP ARTMENT APPROVAL
OCCUPANCY VIOLATION IS A MISDEMEANOR - SECTION 305(d)
PROTECT THIS CARD FROM THE WEATHER
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CITY OF BREMERTON
DEPARTMENT OF COMMUNITY DEVELOPMENT
PERMIT NUMBER
DATE ISSUED:
286 Fourth SI. Bremerton, WA 98337
(360) 478-5275 Fax: (360) 478-5278
ASSESSOR NUMBER: 5462-000-002-0008
APPLICANT NAME: CAPSTONE HOMES INC
OWNER NAME: CAPSTONE HOMES INC
CONTRACTOR: CAPSTONE HOMES
LENDER NAME:
SUBMITTED: 01/30/2004
VALUATION: $137,954.88
Plan Review Fee $784.26 4580
Building Permit $1,206.55 2211
Mechanical Fixture Fee "$161.90 2215
State Surcharge $4.50 0236
Plumbing Fixture Fee $125.00 2213
State Energy Code $50.00 4580
TOTAL FEES: ~~/ $~~,,21
~~h
Inspection Requests
DCD: Building Inspections
L&I: Department of Labor and Industries
ZONING: MF SITE ADDRESS: 607 COTTAGE LN, L T 2 T
PHONE: ADDRESS: PO BOX 139
PHONE: ADDRESS: PO BOX 139 . &,0
PHONE: (425)432-3122 ADDRESS: PO BOX 139f ,_
ADDRESS:
EXPIRATION: 08/31/2004
ii~!~,Betial BllildinQ~it wi Met::)!!~eal/~mbinm"
NEW SINGLE FAMILY RESIDENCE WITH ATTACHED GARAGE
Building Code Edition: UBC: 1997
Occupancy Group:
Type of Construction:
Flood Zone:
Setbacks: (Front) (Side) (Rear) (Other)
Sanitation Method:
Number of Bedrooms:
Square Footage:
Decks - Wood Frame
Dwellings - Type V Wood Frame
Private Garages - Wood Frame
83 SOFT
1,881 SOFT
616 SOFT
(360) 473-5380
(360) 337-5285
(360) 473-5270
This permit shall become null and void if the building or work described and authorized by this permit has not commenced within 180 days from the date of issuance, or if this building or
work is suspended or abandoned at any time after the work is commenced for a period of 180 days. Obtaining inspections at intervals not exceeding 180 days identifies that work has not
been suspended. I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of laws and ordinances governing this type of work
will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel provisions of any State or localloaw regulating
construction or the performance of the construction. If listing the owner as general contractor, I certify that I am exempt from the requirements of the State Contractor's Registration Law
under Section 3, Chapter 126, Laws of 1967. All revisions to an approved plan require DCD review and approval prior to performing work. All building and tenant occupancy permits are
required to pass final inspection prior to permit expiration and obtain a certificate of occupancy prior to use or occupancy.
(360) 473-5870
(360) 415-4000
Fire Inspections
HID: Bremerton, Kitsap County Health District
PW: Department of Public Works
SIGNATURE OF OWNER ORc)<..
AGENT:
I have read, and agree to abide by the conditions of thi permit including all conditions of zoning, building codes, and State and Federal laws.
PRINTED NAME:
--.,
z~- "
&IAN
'J'cHt'\l.sor-l
DATEr-
'3-- 04 -. C)4~
CONDITIONS
City of Bremerton's approval of this application pertains only to the City's regulatory jurisdiction, and thus compliance with City
regulations does not necessarily ensure compliance with federal or state laws.
1. For more information, please contact Clean Air Agency through their web site at www.c1eanair.org or by phone at
800-552-3565 or 206-689-4058. The L&I web site can be found at www.lni.wa.gov/p-ts/asbestos/asbestos.htm.
2. Locate all buried utilities prior to digging. The property owner shall bear all costs for damage, repairs or necessary
relocation of underground utilities due to his activities.
3. All utility fees and assessment shall be paid prior to final occupancy approval
4. Driveways and parking areas must be paved.
5. Building Plan Review:
1. Braced Wall Panels-Provide engineering on braced wall panels under 2'8"(engineering will not be required if an
approved Simpson wall panel or equal is used)
2. Smoke Alarms-Shall be interconnected 11 O-volt battery backup, one in each bedroom, adjacent hall, and on
every floor
3. C.F.M. Fan Rating-Bath and laundry 50 C.F.M., range hood 100 C.F.M.,whole house fan (2 bed 50-75)(3 bed
80-120)(4 bed 100-150)(5 bed 150-180)
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Page 1 of 2
CITY OF BREMERTON
DEPARTMENT OF COMMUNITY DEVELOPMENT
PERMIT NUMBER BB04
DATE ISSUED: 03l0.4P!1l~
> > > > > >>>~~~''''E~~\'~:
286 Fourth SI. Bremerton, WA 98337
(360) 478-5275 Fax: (360) 478-5278
ASSESSOR NUMBER: 5462-000-002-0008 ZONING: MF SITE ADDRESS: 607 COTTAGE LN, L T 2 TRICON
APPLICANT NAME: CAPSTONE HOMES INC PHONE: ADDRESS: PO BOX 139
OWNER NAME: CAPSTONE HOMES INC PHONE: ADDRESS: PO BOX 139
CONTRACTOR: CAPSTONE HOMES PHONE: (425)432-3122 ADDRESS: PO BOX 139
LENDER NAME: PHONE: 0- ADDRESS:
SUBMITTED: 01/30/2004 APPROVED: 03/03/2004 EXPIRATION: 08/31/2004
4. Foundation Footings-1 st floor foundation shall be 12" below undisturbed soil, 2nd floor foundations shall be 18"
below undisturbed soil, the ground under the floor may be excavated to the top of the footing and no lower.
5. Insulation Requirments (over 12% glazing)-Walls R-21 , Ceiling R-38, Vaulted ceiling R-30 (2x12 const. 2" air
space above insulation for ventilation), Floor R30, Concrete Floor R-1 0 perimeter.
6. Egress Windows-are required in basements in dwelling units and every sleeping room below the 4th floor. Egress
rescue windows shall have a minimum net clear opening of 5.7 sq ft, a minimum of 24"c1ear height, and a minimum
of 22" clear width. '
7. Code Compliance-All work in the City of Bremerton shall adhere to the following codes:
1997 Uniform Building Code
1997 Uniform Fire Code
2000 Uniform Plumbing Code
1997 Uniform Mechanical Code
2001 WA State Energy Code
2000 WA State Ventilation Code
CHECK FOR NOTES ON APPROVED PLANS.
6. Approved Plans, Engineering, Site Plan, Permit, and Conditions, Shall remain on site and be available for inspection.
7. Approved with revisions denoted on plans.
8. Driveways and parking areas must be paved.
MINIMUM INSPECTIONS REQUIRED
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Inspection requests must be received by 8:00am in order to be scheduled for same day. To request an inspection, please call (360) 478-5275 and be
sure to provide your permit number, name on permit, site address, contact phone number, and inspection type.
Foundation Footings
Foundation Walls
Mechanical
Plumbing Groundwork
Plumbing Rough-In
Framing
Insulation
Sheetrock Nailing
Driveway
Sewer Lateral
Final Inspection - Building
Qty
3
2
1
1
5
3
Descriotion
R-Water Closet and/or Urinal
R-Hose Bibs
R-Clothes Washing Machine
R-Dish Washer
R-Sink (Lavatory, Kitchen, Mop or Bar Sink)
R-Tub and/or Shower Unit
FIXTURE LIST
Qty
4
1
1
1
4
1
1
1
Descriptior
R-Bath Fan and/or Exhaust Fan
R-Natural Gas Furnace +/- Ducting
R-Gas Water Heater Vent & Combustion Air
R-Clothes Dryer with Exhaust
R-Gaspipe System LPG/NA TLlOIL
R-Fireplace-Gas, or Gas Log Insert
R-Cook Stove with Exhaust
R-Range Hood
Page 2 of 2
CITY OF BREMERTON
DEPARTMENT OF COMMUNITY DEVELOPMENT
Receipt Number: ~2~?73
286 Fourth Sl. Bremerton, WA 98337
(360) 473-5275 Fax: (360) 473-5278
BB04 00828 Building Permit 1/2211 $ 1,206.55 $ 1,206.55 $0.00
BB04 00828 Mechanical Fixture Fee 1/2215 $161.90 $ 161.90 $0.00
BB04 00828 State Surcharge 1/0236 $ 4.50 $ 4.50 $0.00
BB04 00828 Plumbing Fixture Fee 1/2213 $ 125.00 $ 125.00 $0.00
BB04 00828 State Energy Code 1/4580 $ 50.00 $ 50.00 $0.00
Total: $ 1,547.95
'C',,~J, >
t6ece1pt #
BOOOO01240 01/30/2004 Plan Review Fee $784.26 BB04 00828
CHECK
Total:
$ 1,547.95
$1,547.95
9784
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Page 1 of 1
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PERMIT CENTER
Department of Community Development * 286 4t1. Street * Bremerton * WA * 98337
(360) 478-5275 * Fax (360) 478-5278
Residential Site Plan Review Questionnaire
Permit applications are reviewed by our staff to make a preliminary determination of the presence or
absence of unique areas 00 the property, To help us make this determination, please supply the
following information with a scaled and dimensioned site plan.
Applicant Name: c::A:f7\DN E... ttoM-e7, r NG-
Description of Proposal: CO~LC5\ t0f3L0 SF-rz
Street Address (or cross streets if no address has been assigned):
007 Cf>> ~C- L-A Nt=-
Critical Area Questions:
1. Is there any standing or runoing water on the surface of the site at ANY time during the year? If
YES, please describe conditions:
DYES
2. Has any portion of the site been identified as a wetland?
1f yes please describe:
NO
3. Is the site characterized as:
4. Is the slope of the property:
DYES C8l NO
D Cleared
geotle slope
J
Flat (0% to 3%)
100 ft.
Date
T'J;=- Q
30'
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TIl< VILLAGE CONDOS
20'x110' Sewer Esm't per A.F. #989824.
S 89.43'22" E 200.00'
50.00' 50.00' 50.00' I
o . . I r
~l~--~l-t----- :-1- - -;" ,. - -, I
. m@ ltJ. 1607] I-!J' []Ii] s: I 1615\
",I ~~l ~~l 3,- ~~
\t I' 1 1D 'I- 2 1D "} P ~:
~ ~ ~ ~ ~ ~ ~
~ P ~ P ~ 4 616 ft ~ I
~ . 4744 ft ~ 0) 4,74.4. sq.ft. ~ 0), . sq.. <... 5,460. sq.ft.
I . '. sq.. ~ I ~ I I
I . . . I
I 10.0' Roadway I.' 15 5,1 I
. & utility Esm't . '. . ~
_j[._._.~L._._.~~.~ (J^'
~ 50.00' 50.00' 32.35'
~ b '.- N 89.43'22" W 132.35' TR A CT A
~, ~ ~ COTTAGE LANE (Private street) . 2:808. sq.ft: '
~ ~ C'\j N 89.43' "w 133,01' , ro
!'t 50.00' 50.00' 33.01 L.:?
0:: --I-----il-C--;--.-:-T-'---''- t i
. . . 10 Ut~lIty. . --- - . 20'x20' Roadway ~
I I I Esm t I I I I & Utility Esm't I ~
,160.fl ...., I 16081 ~., [6121 ..., ,'", 161~ 19~
19 " 8 ~ ~ 7 ~; ~ 6 ~ Ln 5' g,t
c5 pc5 pc5 ~~. I--v
~ . 4.500. aq.ft. fj ~I 4,500. sq. ft. ~ ~I 4,382. sq.ft. ~ 2 5,202. aq.fl. .
I <: . <: . . a I . I
L . _ . _ . J L . _ . _ . .J5 5L . - . - . -J "'- L. - . - . ~
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CAPSTONE HOMES. INC,
PO BOX 139
MAPLE VALLEY, WA 98038
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MDT Engineering
Consulting Structural Engineers
5513 S. 300th Place
Auburn, WA 98001
(253) 946-8810
Structural Calculations
For Capstone Homes
Plan #1881
November 14,2000
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MDT Engineering
Table of Contents. Paae No.
~
Scope of Work
Structural Notes ii
Shearwall Schedule iii
Typical Details iv - ix
Lateral Analysis 1-6
Vertical Analysis 7 -
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Consulting structural Engineers
5513 S. 300th Place
Auburn, WA 98001
(253) 946-8810
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MARK SHEATHING FASTENER SPACING BOTTOM PLATE FRAMING ALLOWABLE NOTES
@ ALL EDGES NAILING OR ANCHOR ANCHORS SHEAR
.... BOLTS (NOTES: 7 & 8)
7/16" MIN APA RATED 8d @ 6" oe 16d @ 8"oe
..~ 1A SHEA THING OR OR OR A34 @ 2'-4"oe 130 PLF 5,2
APA RATED SIDING 303 14 GA. @ 6" 00 1/2" AB @ 5'.6"00
OR
15 GA. @ 5"00
7/16" MIN APA RATED 8d @ 6"00 or 16d @ 6"00 or A34 @16"00
1 SHEA THING OR 14 GA. @ 6"00 or 1/2" AB @ 3'-2"00 or or 230 PLF 5,2
APA RATED SIDING 303 15 GA. -an 5"00 5/8" AB-@ 4'-6"00 A35 @ 16"00
7/16" MIN APA RATED 8d @ 4"00 or 2-16d @ 8"00 or A34 @ 10"00
2 SHEA THING OR 14 GA. @ 4"00 or 1/2" AB @ 2'.0"00 or or 353 PLF 2
APA RATED SIDING 303 15 GA. -an 3"00 5/8" AB an 3'-0"00 A35 @ 12"00
7/16" MIN APA RATED ~ ad @ 3"00 or 2-16d @ 6"00 or A34 @ 8"00
3 SHEATHING OR 14 GA. @ 3"00 or 1/2" AB @ 1 '-6"00 or or 451 PLF 4,2,
APA RATED SIDING 303 15 GA. @ 2 }2"00 5/8" AB -@ 2'-4"00 A35 @ 10"00 9 10
7/16" MIN APA RATED 10d @ 3"00 or 2-16d @ 6"00 or AM @ 6"00
4 SHEA THING OR 14 GA. @ 2 }2"00 or 1/2" AB @ 1'-4"00 or or 545 PLF 4,2,
APA RATED SIDING 303 15 GA. @ 2"00 5/8" AB @ 2'-0"00 A35 @ 8"00 9. 10
5d COOLER OR GWB 16d @ 6"00 or A34 @ 14"oe
5 1/2" GWB @ 4"oe or #6 x 1 }2" 1/2" AB @ 3'-0"oe or or 250 PLF 3
. BOTH SIDES SCREWS @ 6"oe 5/8" AS@ 4'-2"oe A35 @ 18"oe
5d COOLER OR GWB 16d @ 8"00
6 1/2" GWB @ 4"00 or #6 x 1 }2" or A34 @ 2'-4"oe 125 PLF 3
ON INSIDE FACE ONLY SCREWS @ 6"oe 1/2" AB @ 5'-6"oe
7/16" MIN APA RATED 8d @ 3"oe or 2-16d @ 3"00
7 SHEA THING BOTH 14 GA. @ 3"00 or or A35 @ 6"00 902 PLF 9,2,
SIDES 15 GA. @ 2 }2"00 5/8" AB @ 1'-2"00 11
5d COOLER OR GWB 2-16d @ 8"00 or A34 @ 12"00
8 1/2" GWB BOTH @ 4"00 or #6 x 1}2" 1/2" AB @ 2'.4"00 or or 300 PLF 3
SIDES SCREWS @ 6"00 5/8" AB @ 3'-6"00 A35 an 14"00
SHEARWALL.S,CHEDULE .
NOTES:
1. ALL FASTENERS SHALL MEET THE FOLLOWING CRITERIA: 80 COMMON = 0.131" 0 X 2 y." MIN., 100 COMMON =
0.148" 0 X 2 W MIN.,16D COMMON = 0.167" 0 X 3 W MIN., 50 COOLER = 0.086" 0 X 1 5/8" MIN., 50 GWB = 0.092" 0 X 1 W
MIN., 15 GA. STAPLE= 0.072" 0 X
1 W MIN., 14 GA. STAPLE=O.OBO 0 X 1 W MIN.
2. ALL APA RATED SHEATHING AND SIDING PANEL EDGES SHALL BE BACKED WITH 2 INCH NOMINAL OR WIDER
FRAMING AND FASTENED PER THE SCHEDULE ABOVE. PANELS MAY BE INSTALLED EITHER HORIZONTALLY OR
VERTICALLY. SPACE NAilS AT 12"OC OR STAPLES AT 10"OC ALONG INTERMEDIATE FRAMING MEMBERS.
3. ALL GWB SHEATHING oN DESIGNATED SHEARWALLB SHALL BE BACKED WITH 2 INCH NOMINAL OR WIDER FRAMING
AND FASTENED PER THE SCHEDULE ABOVE AT All STUDS, TOP AND BonOM PLATES AND BLOCKING. AT SHEARWALL
TYPE 5 AND 6 ,THE BLOCKING AT THE HORIZONTAL PANEL EDGES AT THE INTERIOR PORTION OF THE
SHEARWALL IS NOT REQUIRED. NOTE THAT THE FASTENING AT ALL STUDS AND TOP AND BonOM PLATES IS STill
REQUIRED. "
4. WHEN SHEARWALllS LESS THAN 28"IN LENGTH, REFER TO LATERAL RESTRAINT PANEL DETAIl.
5. PROVIDE 7/16" MIN. APA RATED SHEATHING (PLYWOOD OR OSB) OR APA RATED SIDING 303 OR INNER SEAL OSB
RATED PANEL SIDING ON ALL EXTERIOR WALLS AND NAIL PER 1 U.N.O.
6. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6 INCHES ON CENTER
ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE
3-INCH NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED.
7. REFER TO TYPICAL SHEARWALL DETAILS FOR LOCATION OF FRAMING ANCHORS. FRAMING ANCHORS ARE NOT
REQUIRED AT EXTERIOR SHEAR WALLS AT ROOF.
B. AT INTERIOR SHEARWALLS AT ROOF, TIE SHEARWALL TO ROOF TRUSS WITH FRAMING ANCHORS PER SCHEDULE
OR EXTEND SHEARWALL TO ROOF AND SHEATH AND FASTEN PER SHEARWALL TYPE 1 OR 5.
9. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3" NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED WHERE
NAILS ARE SPACED 3" OR LESS ON CENTER.
~10. PROVIDE 2X2X3/16 PLATE WASHERS @ ANCHOR BOLTS @ SHEARWALL TYPE 3 & 4.
\11. PROVIDE 3X SILL PLATE @ SHEARWALL TYPE 7.
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STRUCTURAL NOTES
CODES AND SPECIFICATIONS
1. Uniform Building Code - 1997 Edition
2. ACI 318-83 Building Code Requirements for Reinforced Concrete
3. HIL TI Fastening Technical Guide
4. Western Products Use Book
5. Simpson Strong Tie Connectors Catalog - 2000
DESIGN CRITERIA
1. Wind Load - per Uniform Building Code
_ Method 2, Basic Wind Speed = 80 MPH, Exposure B
t
2. Seismic - per Uniform Building Code '
Zone 3, 1=1.0
3. Roof Load - DL = 15 PSF
LL = 25 PSF
4. Floor Load - DL = 10 PSF
LL = 40 PSF
5. Deck Load' - DL = 10 PSF
LL == 40 PSF
6, Solis - Assumed 2000 PSF Allowable Soli Bearing
_ Assumed 30 PCF Equivalent Fluid Pressure for Retaining Wall Design
7. Concrete - 2500 PSI @ 28 days
- Grade 40 reinforcement
_ minimum 3" cover for all reinforcement except as noted at
retaining walls or other details
8. Mortar - Type S
TIMBER CONSTRUCTION NO~
1. Lumber grades and allowable stresses shall be as follows unless noted otherwise on plan:
Glulam beams 24F-V4 Fb=2400 psi
1 3/4" Micro=lams, LVL E=1aOO ksl Fb=2600 psi
2 11/16", 3 %", 6 %" & 7" Parallams, PSL E=2000 ksl Fb=2900 psi
2. When top plate Is Interrupted by header, header shall have strap connectors to the top
plate each end. Use 2 - Simpson MSTA24 conhectors, UNO.
3. All shear wall sheathing nails and anchors shall be as detailed on the drawings and as
noted In the shear wall schedule. All exterior walls shall be considered shear walls.
Use 7/16" min. APA Rated Sheathing - blocked - with minimum nailing 8d common @
6" OCt UNO. ad common nails shall be 0.131" 0 x 2 1/4" minimum.
4. Floor and roof diaphragm nailing shall be ad common @ 6110c at"all supported panel
edges and 8d @ 12"oc at Intermediate supports. .
SOIL CONSTRUCTION NOTES
1. All footings and slabs shall bear on undisturbed soli or fill compacted to 95%
Modified Proctor.
2. Assumed allowable soil bearing pressltre = 2000 psf.
GENERAL CONSTRUCTION NOTES
1. Contractor shall verifY all dimensions In the field. Any variations from the
drawings shall be brought to the attention of the Designer or Engineer.
2. Adequate shoring and bracing of all structural members during construotlon shall
be provided. Any proposed field changes to have the prior approval of Engineer.
..
MDT Engineering
Consulting Structural Engineers
5513 S. 300th Place
Auburn, WA 98001
(253) 946-8810
Scope of Work
I.
MDT Engineering was asked to provide structural calculations for the proposed
structure. The follOwing items are included:
1. Lateral Analysis with Basic Wind Speed = 80 MPH, Exposure B, Seismic Zone 3
2. Vertical Analysis
We have provided the designer with a revised set of plans to be incorporated into the
permit set, and 2 copies of the structural calculations for his use in obtaining a building
permit for the referenced project. The scope of this agreement covers the design
phase only. If site inspections are required by the Building Department, these will be
performed at an additional hourly fee of $75.00 per,hour. Also, revisions to the original
design will be billed at the hourly rate of $75.00 per hour. To reuse these calculations
for another site, please contact MDT Engineering for review and approval. A new
cover sheet is required with the neW site address and an original wet stamp. Questions
about the attached information should be addressed to MDT Engineering.
Michelle D. Thompson, PE.
MDT Engineering
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DATE ROUTED: January 30', 2004
607 COTTAGE LANE, A NEW
SINGLE FAMILY RESIDENCE
WITH ATTACHED GARAGE.
PERMIT # BB04 00828
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DATE ROUTED: January 30, 2004
607 COTTAGE LANE, A NEW
SINGLE FAMILY RESIDENCE
WITH ATTACHED GARAGE.
PERMIT # BB04 00828 .
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BREMERTO!~ PEiMIT CENTER
BUILDING DEPARTMENT
Department of Community Development * 286 4th Street * Bremerton * W A * 98337
(360) 478-5275 * Fax (360) 478-5278
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Building Permit Application
r8l OWNER r8l CONTRACTOR 0 AUTHORIZED AGENT
APPLICANT:
Site Address 607 Cotta 'e Lane
Tax Account Number:
5462-000-002-0008
CONTRACTOR: Capstone Homes, loe OWNER Name: Capstone Homes, loe
Address: PO Box 139 Address: PO Box 139
City, State, Zip Maple Vallev, WA 98038 City, State, Zip Maple Vallev, WA 98038
Phone #: ( 425) 432-3122 Phone #: ( 425) 432-3122
License # Expir. Date: Authorized Agent Address:
CAPSTHI178C4 01/01/05
Contact Name: Gat)' Niehus City, State, Zip
Contact Phone #: . ( 425) 432-3122 Phone #: ( )
Check the type of application for below:
[g] NEW SINGLE-FAMILY RESIDENCE
D NEW DUPLEX
D NEW MANUFACTURED HOME
D RESIDENTIAL REMODEL
D RESIDENTIAL ADDITION
D RESIDENTIAL REPAIR
D NEW COMMERCIAL
D COMMERCIAL REMODEL
D COMMERCIAL ADDITION
D COMMERCIAL REPAIR
D NEW MULTI-FAMILY
D TENANT IMPROVEMENT
IS THIS PROPERTY WITHIN 200 FEET OF A SHORELINE?
Scope of Work Proposed: Construct new SFR
D NEW GARAGE/CAR PORT
D NEW ACCESSORY SLOG
D NEW SIGN
D STRUCTURE DEMOLITION
D GRADING (Cubic yards: _ )
D OTHER
YES D NO [g]
Square Footage: Dwelling: 1881
Garage: 616
Decks: 83
Valuation Plan Review Fee Permit Fee Surcharae Total Fees
131" ~ss.~ \1~LJ. 2- fe /' G'i),'OV ;<. :3:)1.,1-\
Ji2 b\o I 5~ Lf.GO
Application 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 the circumstances beyond the control of the applicant have prevented action from being taken. No
applicant shall be extended more than once. In order to r ew action on an application after expiration, the applicant
shall resubmit plans and pay a new plan re . e.
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APPLICANT'S SIGNATURE:
DATE:
'/25104
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PERMIT CENTIR I
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Department of Community Development ::- 286 4th Street ::- Bremerton ':- W A ':- 98337
. (360) 478-5275 ::- Fax (360) 478-5278
MECHANICAL ~~.. PLUMBING
D Electric D13as D Oil 0 Propane
D Residential D Commercial
~07 ~~'-c.. LJ4IJ1Z-
Type of Fuel:
Occupancy:
Site Address:
~", 2. -Doc
002.. DOti!?
CONTRACTOR: I OWNER:
Address: Address:
City, State,Zip: City, State, Zip:
License # & Exp. Date: Phone #: ( )
Contact Phone #: ( )
NO. TYPE OF EQUIPMENT NO. TYPE OF FIXTURE
i RANGE --- 3 WATER CLOSET -----
, WOOD/PELLET STOVE/GAS FIREPLACE ._ Z- BATHTUB .
1 GAS FURNACE btu - +- LAVATORY (BATH SINK)
CONVERSION BURNER: btu I SHOWER ~~
UNIT HEATER btu 1 KITCHEN SINK
BOILER btu j DISHWASHER ~
+ GAS PIPING ---- LAUNDRY TRAY
EVAPORATION COOLERS btu [ CLOTHES WASHER "-
AC UNIT btu I WATER HEATER -
HEAT PUMP btu URINAL
REHEAT BOX btu: DRINKING FOUNTAIN
4- EXHAUST FANS ~ FLOOR SINK OR DRAIN
I RANGE HOOD (RESIDENTIAL) "'-- . WATER PIPING & ALTERATION
RANGE HOOD (COMMERCIAL) GREASE TRAP/INTERCEPTOR
, CLOTHES DRYER ---- Z- HOSE BIBBS ,,~.
INCINERATOR LAWN SPRINKLER SYSTEM
DUCT ALTERATION SWIMMING POOL
TANK TYPE: BLDG. SEWER: (MOBIL/MOVED HOME)
REFRIGERATION UNIT ROOF DRAINS
OTHER: OTHER:
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MECHANICAL FEES:
PLUMBING FEES:
TOTAL FEES:
Date
CITY OF BREMERTON
DEPARTMENT OF COMMUNITY DEVELOPMENT
Receipt Number:
6000001240
286 Fourth St. Bremerton, WA 98337
(360) 473-5275 Fax: (360) 473-5278
fPaye~:\r;~tcJts<l1rtlfo
Rec!i;!et~
<tt!:tayment
Method
CHECK
9759
Total:
$ 784.26
$ 784.26
Page 1 of 1
BUILDING PERMIT
INS'1'ifiT'ON
CARD
~ ..sITE ADDRESS
oL '-r, '-&!\
0, Lo1tA~e, Z; ~ ·
!~OJECT DE RIPTION
f'J~ es.
~I"'Y 0,'
BREMERTON
Building Plumbing Mechanical Fire Alarm/Sprinkler 0
DURING INSPECTIONS THE BUILDING PERMIT & APPROVED PLANS SHALL BE ON SITE
Permit # BB04 - 00 1;).. ~ ~@@u @~ @~U~
For Inspections Call (360) 473- 5870 Approved Date Notes
Erosion Control In Place
1 st Foundation Footing
FOUNDATION Foundation walls
DO NOT POUR CONCRETE Plumbing Ground Work
PRIOR TO APPROV AL In Slab Mechanical
i Footing Insulation
2nd PLUMBING Rough In
MECHANICAL Duct / Vent
GAS PIPE Support / Test / Meter set
3rd Hold down connections
Shear Panel nailing
FRAMING L&I Electrical Approved
If ]!!t & 2nd are approved Ventilation requirements
FraminK
4th Under-floor
walls
INSULATION ceiling
6th All of the B UIL.PING 473-5870
above. WATER lV1~H .r.
FINAL Must be Grease ~ ckflow, Meters 473-5927
approved PUBLIC Driveway 473-5270
Prior to WORKS Sewer 473-5270
fin al FIRP
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ALL FINAL INSPECTIONS COMPLETED
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DO NOT OCCUpy BUILDING \\1J:THOUT BUILDING DEPARTMENT APPROVAL
OCCUPANCY VIOLATION IS A MISDEMEANOR - SECTION 305(d)
PROTECT THIS CARD FROM THE TFEATHER
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