HomeMy WebLinkAboutBLD2008-00164 08
QUILDING PERMIT APPLICAI)N MRL Review Ty
199
ype
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD08-00164 Received Date: 4/23/2008
SITE ADDRESS: 2682 DOSEWALLIPS RD
BRINNON, 98320
OWNER: LOREN FALK PHONE: (360) 243-6757
DIANE K FALK
6244 GOODHEW RD
SEDRO WOOLLEY WA 98284-8211 KNUDSEN PLAT LARGE LOT
SUBDIVISION: Block: Lot: 1+
PARCEL NUMBER: 602285001 Section: 28 Township: 26 N Range: 02 W
CONTRACTOR: OWNER/BUILDER PHONE:
REPRESENTATIVE: PHONE:
PROJECT DESCRIPTIOr DETACHED SHOP - UNHEATED - NO PLUMBING
TYPE OF WORK GAR SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN:
VALUATION 31,000.00 ADD'L: HEAT TYPE: UH
CODE EDITION: 2006 HEAT BASE: HEAT TYPE:
OCCUPANCY: UNHEATED: #OF STORIES:
OCCUPANCY:
OTHER:
CONST TYPE: SHORELINE:
GARAGE: 1,200
CONST TYPE: DECK: SETBACK:
BANK HEIGHT:
SEWAGE DISPOSAL: OSS
WATER SYSTEM:
BEDROOMS: BATHROOMS:
Exist: 0 Exist: 0
Prop: 0 Prop: 0
Total: 0 Total: 0
Routing Date:
4\251
Type Amount Paid Bv: Date: Receipt: Approved/Date
Permit $451.85 KAS 04/23/08 97326
Plan Check $293.70 KAS 04/23/08 97326 APp--R OVEr
State Building Code $4.50 KAS 04/23/08 97326
Total: $750.05 NOV , 2flfR
Jefferson County Plannin
& Building Denartmg,,
Jefferson County Building lision Permit NAr: BLD08-00164
Applicant: FALK
BUILDING PERMIT INSPECTION APPROVALS applicable Code: 2006 International Building Codes
To schedule inspections, call (360)379-4455 no later than 7:00 AM the day of the inspection.
Requests received after 7:00 AM will not be scheduled for that day's inspections.
ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries.
The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection
Inspection Item Date Approval Signature Notes
Setbacks 'Z.�D � Minimum setbacks: 20 ft. from edge of road right-of-way, 5 ft. side and
rear. Minimum 25 ft buffer from "unnamed creek".
Erosion Control COMPLY WITH EROSION AND SEDIMENT CONTROL PLAN
PREPARED BY ENGINEER
Post Holes geotech inspection report required
Foundation Footing
Footing Drains
Straps(hold downs)
Ext. Shear Wall Nailing
Framing f__ f -
Wallboard Nailing
Drywell/Alt Drainage PRIOR TO SCHEDULING A FINAL BUILDING INSPECTION,
THE PROPONENT SHALL SUBMIT A WRITTEN LETTER FROM
THE GEOLOGIST WHO PREPARED THE GEOTECHNICAL
REPORT AND STORM WATER PLAN STATING THAT THE
STRUCTURE AND/OR FACILITIES HAVE BEEN
CONSTRUCTED IN CONFORMANCE WITH THE
REQUIREMENTS OF THE REPORT AND PLAN. THE LETTER
SHALL BE STAMPED AND SIGNED BY THE LICENSED
GEOLOGIST/ENGINEER.
Address Posted 3f 3o(
0-011a I LI PRO/ -b cmi
FINAL INSPECTION ��f� C, r`e
FINAL INSPECTIOWMUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED
THIS PERMIT IS VALID FOR ONE YEAR
• •
CONDITIONS for Building Permit# :BLD08-00164
1.) THE APPLICANT SHALL FULLY COMPLY WITH THE RECOMMENDATIONS IN THE
FOUND IN THE GEOTECHNICAL REPORT PREPARED BY MET (MORTA
ENGINEERING AND TESTING) DATED AUGUST 20, 2007 OR ANY SUBSEQUENT
ADDENDUMS. A COPY OF THE REPORT IS ATTACHED TO THE APPROVED SITE
PLAN AND CAN BE FOUND IN MLA08-00199 FILED AT THE DEPARTMENT OF
COMMUNITY DEVELOPMENT.
2.) PRIOR TO SCHEDULING A FINAL BUILDING INSPECTION, THE PROPONENT SHALL
SUBMIT A WRITTEN LETTER FROM THE GEOLOGIST WHO PREPARED THE
GEOTECHNICAL REPORT AND STORMWATER PLAN STATING THAT THE
STRUCTURE AND/OR FACILITIES HAVE BEEN CONSTRUCTED IN CONFORMANCE
WITH THE REQUIREMENTS OF THE REPORT AND PLAN. THE LETTER SHALL BE
STAMPED AND SIGNED BY THE LICENSED GEOLOGIST/ENGINEER.
3.) A vegetative buffer of 30-feet shall be permanently maintained from the top or edge of the
Landslide Hazard Area. All buffers shall be measured perpendicularly from the top of the
Landslide Hazard Area.
4.) Landslide Hazard Areas and their associated buffers shall remain naturally vegetated.
Should buffer disturbance occur during construction, the Unified Development Code
(UDC)Administrator shall require replanting with native vegetation. No alterations shall be
made to the Landslide Hazard Area or its associated buffer without prior authorization by
the UDC Administrator.
5.) Prior to and during approved construction activities, the perimeter of the landslide hazard
area buffer shall be marked with a temporary sign. The sign shall be placed in such a
manner that it can be directly observed from the construction area. The sign shall contain
the following statement: "Landslide Hazard Area and Buffer- Do not Remove or Alter
Existing Vegetation."
6.) All construction activities shall not encroach upon the landslide hazard area buffer. This
includes the storage or preparation of materials.
7.) The applicant shall permanently separate the boundary of the Landslide Hazard Area
Buffer from the remainder of the subject property through installing logs, trees, a hedge
row, or any other prominent physical marking approved by the UDC Administrator.
8.) The identified Fish and Wildlife Habitat Area (Type N Stream) near the north parcel
boundary, shall maintain a vegetative buffer setback of 75 feet. The setback shall be
measured horizontally from the Ordinary High Water Mark (OHWM) to the proposed shop
building and driveway.
9.) An additional setback of five (5) feet is required from the edge of the buffer area to the
proposed shop building.
10.) A permanent physical separation along the boundary of the buffer area shall be installed
and permanently maintained. Such separation can include installing logs, trees, a
hedgerow, or any other prominent physical marking approved by the UDC Administrator.
11.) Buffer perimeters shall be marked with temporary signs at an interval of one per parcel or
every one hundred (100) feet, whichever is less. Signs shall be in place prior to and
during construction activities. The signs shall contain the following statement: "Buffer- Do
Not Remove or Alter Existing Vegetation."
12.) The project shall adhere to the Best Management Practices (BMPs) to control stormwater,
erosion and sediment during construction. BMPs shall address permanent measures to
stabilize soil exposed during construction, and in the design and operation of stormwater
and drainage control systems.
13.) An engineered stormwater plane been submitted and approved by the De ent of
Community Development. Once the subject permit has been issued the applic nt shall
fully implement the provisions of the submitted plan and contact the Jefferson County
Department of Community Development to arrange a schedule to inspect the property for
plan compliance. A Certificate of Occupancy will not be issued until the Department
verifies plan compliance. No clearing for roadways or utilities shall occur on the project
site until clearing necessary for the installation of temporary sedimentation and erosion
control measures have been completed.
14.) PRIOR TO FINAL BUILDING OCCUPANCY, PROPONENT SHALL SUBMIT A WRITTEN
LETTER FROM STEVEN MORTA, PE STATING THAT THE STORMWATER FACILITY
HAS BEEN CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE
GEOTECHNICAL ENGINEERING REPORT.
15.) Outdoor residential storage shall be maintained in an orderly manner and shall create no
fire, safety, health or sanitary hazard.
16.) Not more than 2 unlicensed vehicles shall be stored on any lot unless totally screened
from view of neighboring dwellings and rights-of-way. Such screening shall meet all
applicable performance and development standards specific to the district in which the
storage is kept, and shall be in keeping with the character of the area. Screening shall
meet the requirements of Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor
vehicles is prohibited except in those districts where specified as an automobile wrecking
yard or junk (or salvage) yard and allowed as a permitted use in Table 3-1 or Chapter
18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile
wrecking yards and junk (or salvage)yards. In no case, shall any such junk motor
vehicles be stored in a critical area.
17.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of
impervious surface which includes roof tops, driveways, concrete, etc.
18.) Setback from Dosewallips Road right-of-way is no less than 20 ft., setback from the
private access easement on the east side of the parcel is no less than 20 ft., side and rear
setbacks are no less than 5 ft. If an environmentally sensitive area (ESA) is present, then
the more restrictive setback shall apply.
19.) Exterior lighting for residential uses shall not exceed twenty feet (20') in height from the
finished grade, excepting when such lighting is an integral part of a building or structure.
Ground level lighting is encouraged.
20.) The building height is not to exceed 35 feet.
(v.-;ON---0., Tti11
, JEFFERSO _OUNTY ;.1r � ;; , I.g DEPARTMENT OF COMMUNITY DEVELOPMENT
'\ r" 621 Sheridan Street • Port Townsend •Washington 98368 APR 2 3 2008
360/379-4450 • 360/379-4451 Fax
���, 0� www.co.jefferson.wa.us/commdevelopment
jrif:C.P('CIN UM DP
Master Permit Application MLA: 0S - l q q
Project Descri.tion (includes parate sheets as necessary):
L11641) 'IL'is WY1 't: ix_le.4 , rIP p 1,wyt b l ) ,P(4 Bac*
Tax Par.f•1
(,, c� _ Property
Number:
560/ Size: S (acres/square feet)
Site Address and/or Directions to Property:
.4161;
Property Owner(s)of Recor ,1, 1 th tit,6, 0-‘-'67-p• i u 1
d: Glt t �- ) 4-itaaj -
ne �
Telephone: 36t1-- 4 ^ r/ • d ••77P ax: L-T-71-4-at, // f' email:` 1eeck 0 64 AC , �G'/r)
Mailing Address: (i0 II (•0 . ea) Net 5d2o /t� , '"' ' of I Mess Va-tki-e >v,
� G�
Applicant/Agent(if different m owner): " '1o2gi�J/
Telephone: Fax:
email:
Mailing Address:
?JJiat kind of Permit? (Check each box that applies
wilding 0 Variance(Minor, Major or Reasonable Economic Use)
❑ Demolition Permit 0 Conditional Use[C(a), C(d),or C)**
❑ Single Family ,Garage Attached etache.st.) 0 Discretionary"D"or Unnamed Use Classification
0 Manufactured Home 0 Modular `'i 0 Special Use(Essential Public Facilities)**
❑ Commercial* -Z31413 ❑ Boundary Line Adjustment
❑ Change of Use 0 Short Plat**
❑ Address ❑ Road Approach ❑ Binding Site Plan**
❑ Home Business ❑ Cottagelndustry 0 Long Plat**
❑ Propane 0 Planned Rural Residential Development(PRRD)/Amendments**
0 Sign 0 Plat Vacation/Alteration**
❑Allowed"Yes"Use Consistency Analysis ❑ Shoreline Master Program Exemption/Permit Revisions**
❑Stormwater Management 0 Shoreline Management Substantial Development**
❑ Site Plan Approval Advance Determination(SPAAD)* 0 Shoreline Management Variance
❑Temporary Use 0 Comprehensive Plan/UDC/Land Use District Map Amendment
❑Wireless Telecommunication* 0 Jefferson County Shoreline Master Program Amendment
❑ Forest Practices Act/Release of Six-Year Moratorium 0 Tree Vegetaion Request
*May require a Pre-Application Conference **Requires a Pre-Application Conference
Please identify any other local,state or federal permits required for this proposal, if known:
DESIGNATION OF AGENT
I hereby designate to act as my agent in matters relating to this application for permit(s).
OWNER SIGNATURE Date:
By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of
his,her or it's knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet
may result in this permit being null and void.
I further agree to save, indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs, reasonable attorney's fees and
expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit.
I further agree to provide access and right of entry to Jefferson County and its employees, representatives or agents for the sole purpose of application
review art t apy required later inspecti.ns. Staffs access and right of e try w' be assumed unless the applicant informs the County in writing at the
time o •- -•sftcati.• •- -- or she •,s prior notice.
Signature: 'NICv jl Mite 4. Date: lQ"-• `J -("'7
The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or
endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the
"Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this
permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your
action(s)even if you are in compliance wi the Jefferson County developm nt code.The Applicant acknowledges that he,she or it holds individual
and non-tra able re onsi ility for r g to and mplying with t e e plicant has read this disclaimer and signs and dates it below.
Signature: r
1 � ��>r Date: '-oZS" C'
G:\PermitCenter\###FORMS###\DRD FORMS\Master Permit Application 12-19-2006.doc
• BUILDER STATEMENT •
The si ner of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that
they wi lie_.ps • he res n`s'dity of t General C ra �r or the proposed project.
Signature: Va =- 1`�' Date: IU^� -° 7
GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX:
( ) ( )
MAILING ADDRESS: EMAIL:
CONTRACTOR'S LICENSE WAINS
NUMBER: NUMBER
ARCHITECT/ENGINEER: PHONE ( ) FAX: ( )
MAILING ADDRESS: EMAIL
Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal
W. New ❑ Wood Existing: - d - NA ❑ Sewer WA-
O Addition ❑ Steel Proposed: Bank ❑ Community System
❑ Alteration/Remodel ❑ Concrete Total: "d __ Height: 0 Individual System
❑ Repair ❑ Masonryn�1 SEP Permit#
❑ Demolition 14 Other: re/ Bedrooms: _ Water Supply:
Existing: -d Setback: ❑ Private well ❑ Two Party
Type f He t: Proposed: ❑ Public I'f'
bly1f't� Total: -d Name of System:
If this is a Commercial Proiect you must answer the following:
Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces:
Number of occupants(includes owners,tenants,employees,etc) Current Proposed
IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No
If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply:
I Underground Tank I Above ground Tank Size of Propane Tank:
i Heat Stove i Cook Stove i Woodstove i Fireplace Insert i Hot Water Tank I Pellet Stove i Other
Is this appliance being installed in a Manufactured/Mobile Home? Yes / No
When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property
lines, tank location and size, distances from the propane tank to all property lines, buildings and septic system components,
including the reserve area.
Square Footage Current Proposed For Off ice Use O l d A Review: A �; -. A .� _� 4;.
Main Floor Heated _, pp t � -
'=L 1 , Consistency Review:
Other Herd_ 22 3 2008 Base fee: 1 5 i 7
Mezzanine Additional Section: . - t�
-0 r
Heatet p s i bM U 1Y(f DCD _O rt�b c Plan Check fee: , 3,+` ,
i _ �i�
Unheated Basement State Surcharge fee:
,/1 -i
Other Unheated Pot Water Review fee:
-o - N(0 PI1-i5
Garage/Carport • l t SUBTOTAL �_
'1 ' . SUBTOTAL
q0�1,-`�'
Decks , 911/Rd Approach fee:
C-k+sn,6,,,
,y
Other - 0 TOTAL: $Cy%1 CC,
to
Receipt Number: Cir l acx)
•
Cash/Check Number: I01a
ESTIMATED.COST(REQUIRED) Date:
/.fir market value o lHabor and materials foundation to finish lci.. 02)
�� ) Initials:
(i '1! -
G:\PermitCenteA###FORMS###\DRI)FORMS\Master Permit Application 12-19-2006.doc
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...00111111011111101.... ALL-PURPOSE STRUCTURES INC. & DIANE NE FAT V
"'�, ALL-PURPOSE Y.O.BOX 367-1408 HUBBARD-SUMNER,WA 98390
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(253)862-1255-l-800-678-7761-FAX(253)862-1443
STRUCTURES WWW.al1pwpoeeetructurw.rnm BRINNON, WA
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Stonnwater Plan for Shop for Property Located Prepared by: MET(Mona Engineering and Testing) '� ) o 4.
at 2682 Dosewallips Rd, Brinson,WA(Part:al#6022 85001) PO.Box 250,Ocean Shores,WA 98569-0250 ---. Scale 1"=50'
Prepared for: Loren and Diane Falk (800)590-0958,(360)289-9682 fax, Smorta@AOL.com — — I NM _
6244 Goodhew Road 0 20' 40' 60' 80' 100'
Sedro Woolley,WA 98284 Sep.28,2007 Site(360)243-6757,(360)770-7701 cell Mar.31,2008 Visit Aug.17,2007 Page 3 of 3
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Engineering Site Plan for Property Located ' M ate' -.44
Prepared by: MET(Molts Engineering and Testing) cJ
at 268 Dosewallips Rd, Brinnon,WA(Parcel#6022 85001) P.O.Box 250,Ocean Shores,WA 98569-0250 0 ' ^Scale 1"= g
Prepared for: Loren and Diane Falk (800)590-0958,(360)289-9682 fax, Smorta@AOL.com
6244 Goodhew Road - 0' 20' 40' 60' 80' 100'
Sedro Woolley,WA 98284 August 20,2007 Designed by: SPM Page 1 of 4
(360)243-6757,(360)770-7701 cell
• •
Slope Stability Calculations (at Cross-section A-A) cP/20 f,°
40 Ask
41, 9 .
•
fir;
of
30758 ��4-
60 ft 113° Rotational Failure RtUfsm
Plane Not to scale(NTS) S1vNAL VR
EXPIRES 1 Adranall
Alpha=31 deg(60%slope) =
1. Compute factor of safety(FS)against slipping-Static Case(Ref. "Stability Charts for Uniform Slopes"by
Radoslaw L. Michalowski, F.ASCE) - Stability Charts have been included with this slope stability analysis.
From Figure 3"Stability charts for uniform slopes"the following parameters are known for native silty
glacial till materials:
c(cohesion)=250 psf,gamma(insitu unit density)=139 pcf, H(height of slop6=Wtc E��T7 in,
phi(internal friction angle)=31 deg, then 1
c/[gamma x H x tan(phi)]=250/(139 x 60 x tan 31)=0.050
SThen for a 31 deg slope from Fig. 3: � 11H
F/tan(31)=2.50 or, F Factor of Safety= 1.502>1.500 OKAY JERKIN
F r C l I I
2. Compute factor of safety(FS)against slipping-Quasi-Static(seismic)Case(Ref: "Stability Charts for Uniform Slopes"
by Radoslaw L. Michalowski, F.ASCE) - Stability Charts have been included with this slope stability analysis.
From Figure 4"Stability charts for uniform slopes"the following parameters are known for native glacial
till materials:
c(cohesion)=250 psf,gamma(insitu unit density) = 139 pcf, H(height of slope)=60 ft,
phi(internal friction angle)=31 deg, then
c/[gamma x H x tan(phi)]=250/(139 x 60 x tan 31)=0.050
Then for a 31 deg slope from Fig.4 for a quasi-static analysis coefficient of 0.1:
F/tan(31)=2.2 or F=1.32,
For a quasi-static analysis coefficient of 0.2:
F/tan(31)=1.7 or F= 1.02
As a result,for a quasi static analysis coefficient of 0.15,the Factor of Safety, F=(1.32+1.02)/2=1.170>1.100 OKAY
Slope Stability Analysis for property located
at 2682 Dosewallips Rd, Brinnon,WA(#6022 85001) Prepared by: Morta Engineering&Testing,POB 250,Ocean Shores,WA 98569
Prepared for: Loren and Diane Falk (360)289-0958, (800)590-0958,(360)289-9682 fax,Smorta@AOL.com
6244 Goodhew Road
Sedro Woolley,WA 98284
(360)243-6757,(360)770-7701 cell Aug.20,2007 Analyzed by: SPM Page 3 of 4
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GLULAM Bridge Design for Property i Jcated Prepared by: MET(traiia Engir2eJing an ng)
at 2682 Dosiwallups Rd, Brinnon,Wi P.O.�q 250,Ocean Shor , 9.3569-0250 Scale 1"=50'
Prepared for: Loren and Diane Falk (8000590-0958,(360)289 '.,.:"fax, Smorta@AOL.com -- ---�r�
6244 Goodhew Road \—d __ 0' 20' 40' 60' 80' 100'
Sedro Woolley,WA 982c4 August 20,2007 Designed by: SPM Page 4 of 4
(360)243-6757,(360)7 )-7701 cell
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Geotechnical Engineering Report for Property Located Prepared by: MET(Morta Engineering and Testing)
at 2682 Dosewallips Rd, Brinnon,WA P.O.Box 250,Ocean Shores,WA 98569-0250 Scale 1"=25'
Parcel#6022 85001) (800)590-0958,(360)289-9682 fax, Smorta@AOL.com 0 ________ �_l
Prepared for: Loren and Diane Falk 10' 20' 30' 40' 50'
6244 Goodhew Rd,Sedro Woolley,WA 98284 U'
(360)243-6757,(360)770-7701 cell August 20,2007 I Designed by: SPM Page 2 of 4