HomeMy WebLinkAboutBLD2014-00310 •UILDING PERMIT APPLICATI BLD14-00310
Review Type:
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT#: BLD14-00310 Received Date: 8/28/2014
SITE ADDRESS: 561 SADDLE DR
PORT TOWNSEND, 98368
OWNER: PHILIP SPOONER PHONE:
561 SADDLE DR
PORT TOWNSEND WA 98368-8905
9415
SUBDIVISION: Block: Lot: 28
PARCEL NUMBER: 941500028 Section: 18 Township: 30 N Range: 11/1
CONTRACTOR: SOUND BUILDING SYSTEMS PHONE: (360)437-1219
3546 THORNDYKE RD
PORT LUDLOW WA 98365-8229
Contractor's License SOUNDBS027NM Expires 8/19/2014
REPRESENTATIVE: SOUND BUILDING SYSTEMS INC PHONE: (360) 437-1219
3546 THORNDYKE RD (360) 437-1218
PROJECT DESCRIPTION New Pole Building Garage with 1 bathroom heated (144sq ft)
TYPE OF WORK GAR SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN:
VALUATION 32,659.00 ADD'L: HEAT TYPE: EEE
CODE EDITION: 2012 HEAT BASE: HEAT TYPE:
OCCUPANCY:
OCCUPANCY: UNHEATED: #OF STORIES:
CONST TYPE: OTHER: SHORELINE:
CONST TYPE: GARAGE: 1,008 SETBACK:
DECK:
BANK HEIGHT:
SEWAGE DISPOSAL: ALT
WATER SYSTEM:
BEDROOMS: BATHROOMS:
Exist: Exist:
Prop: Prop: 1
Total: Total: 1
Routing Date:
Type Amount Paid By: Date: Receipt: Approved/Date
Permit $410.00 SRE 08/26/14 151392 APPROVED
Plan Check $266.50 SRE 08/26/14 151392
State Building Code $4.50 SRE 08/26/14 151392 SEP 19 2014
Total: $681.00 Jefferson County DCD
ti�'VN `'o, JEFFERSON COUNTY
q $` DEPARTMENT OF COMMUNITY DEVELOPMENT
HI NNE
Date: 2`1(-14ime Received: 2` 2.- am/pm Mon. Tue. Wed. Thur.
Date:
BLD: (� --)7lD Contact Name:
Owner: Contact Number: 360 -360 4-51-1 ZIq
Address: ` 5(o( 5acxc_( e._ l.�\ 206 1
Notes:
Foundation Plumbing Framing Propane Tank Mechanical
Setbacks Under-ground Framing ✓ Under ground Furance
Footing Rough In Air Seal Above ground Gas
Stemwall Hydronic Exterior shear Exterior lines Oil
Straps Hot Water Htr Interior shear Interior lines Ducts
Post Hole Ventilation Appliance
Underfloor Gas/Wood stove
Man-Homes Insulation
Final Inspection
Setbacks Floor
Foundation Wall Address Posted
Block &Tile Ceiling
<go)N obZ JEFFERSON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT ?.--AAA
11'r9 NO59
Date: 2_Time Received: 1 Ca3 am/pm Mon. ,f- Wed. Thur. Fri.
Date:
BLD: I : ‘ D Contact Name: 0r"
Owner: Contact Number: 360 pk 2,2,3i53:
Address: Cr, I SA-1. 41 D,f 206
Notes:
Foundation Plumbing Framing Propane Tank Mechanical
Setbacks Under-ground Framing Under ground Furance
Footing Rough In Air Seal Above ground Gas
Stemwall Hydronic Exterior shear Exterior lines Oil
Straps Hot Water Htr Interior shear Interior lines Ducts
Post Hole Ventilation Appliance
Underfloor Gas/Wood stove
Man-Homes Insulation
Final Inspection
Setbacks Floor
Foundation Wall Address Posted
Block &Tile Ceiling
450N C
\sr'��$�� JEFFERSON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
'SHf NOK�
Date: 7 31 Time Received: 92 6/pm Mom Tue. Wed. Thur. Fri.
,/ Date: 2_-3
BLD: /7-- 316 Contact Name:
Owner: Contact Number: 360
Address: 51- I 54/7 !)AZ 206
A3tit 5-35
Notes:
Foundation Plumbing Framing Propane Tank Mechanical
Setbacks Under-ground Framing Under ground Furance
Footing Rough In Air Seal Above ground Gas
Stemwall Hydronic Exterior shear Exterior lines Oil
Straps Hot Water Htr Interior shear Interior lines Ducts
Post Hole Ventilation Appliance
Underfloor Gas/Wood stove
Man-Homes Insulation
Final Inspection
Setbacks Floor
Foundation Wall Address Posted
Block &Tile Ceiling
Fg3°' `b2 JEFFERSON COUNTY
` DEPARTMENT OF COMMUNITY DEVELOPMENT
Nt'GZ
Date: ¶ 24,Time Received:
/ / 1 a Mon. Tue. a Thur. Fri.
BLD: /5/.- 3/0 Date: ,5----Z-2
Contact Name:
Owner:
Contact Number: 360
Address: 5-6 / d:9oale_ ,Or
206 Ag T d-3.S-‘55
Notes:
Foundation Plumbing Framing Propane Tank Mechanical
Setbacks Under-ground Framing Underground Furance
Footing Rough In — Air Seal Above ground Gas
Stemwall Hydronic Exterior shear Exterior lines
Straps Hot Water Htr Oil
Interior shear Interior lines Ducts
Post Hole Ventilation
Appliance
Man-Homes Underfloor Gas/Wood stove
Insulation
Setbacks Final Inspection
Floor
1 Foundation Wall
Block&Tile Address Posted
Ceiling
,�sON c -
4> O� JEFFERSON ( NTY i�
Wk ' _`� DEPARTMENT OF COMMUNITY DEVELOPMENT
in 621 Sheridan Street• Port Townsend •Washington 98368
�. 360/379-4450 . 360/379-4451 Fax
`_ 6*Z11N�� www.co.jefferson.wa.us/commdevelopment
G
Master Permit Application MLA:
Proj Description(include separate sheets as necessary):
Tax Parcel Number: 4 LI/ -Sso -Oa 8 Property S • : 1 a ac re. s (-. -- - ,uare feet)
Site Address and/or Directions to Property: AUG 2 7 2014
S6/ 5-add/e. Dr. - / -' Iaw.tsesI LLLIIII �� - I
Property Owner(s) S s)of Record: Phi = .o '
o, r JEFFERSON COUNTY
: , , I . _ r r PMENT
Telephone: Fax: ema—if: '---'
Mailing Address: $ / Saddle., Drive- /omr t nu).send, t✓4 98 34.8
Applicant/Agent(if different from owner): _
Telephone: Fax: email:
Mailing Address:
What kind of Permit?(Check each box that applies
Building ❑Critical Areas Stewardship Plan
❑ Demolition Permit ❑Variance(Minor, Major or Reasonable Economic Use)
❑Single Family Garage Attached Detached ❑Conditional Use[C(a), C(d),or C]**
❑ Manufactured Home ❑ Modular ❑ Discretionary"D"or Unnamed Use Classification
❑ Commercial* ❑ Special Use(Essential Public Facilities)'"'
❑ Change of Use ❑ Boundary Line Adjustment
❑ Address ❑ Road Approach ❑ Short Plat
❑ Home Business ❑ Cottage Industry ❑ Binding Site Plan**
❑ Propane ❑ Long Plat*"
❑Sign ❑ Planned Rural Residential Development(PRRD)/Amendments**
❑Allowed"Yes"Use Consistency Analysis ❑ Plat Vacation/Alteration'"
❑Stormwater Management ❑ Shoreline Master Program Exemption/Permit Revisions**
❑Site Plan Approval Advance Determination(SPAAD)* ❑ Shoreline Management Substantial Development**
❑Temporary Use ❑ Shoreline Management Variance
❑Wireless Telecommunication* ❑ Comprehensive Plan/UDC/Land Use District Map Amendment
❑ Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment
"May require a Pre–Application Conference ❑Tree Vegetation Request
"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 So ..:v ei\ . -a to act as my agent in matters relating to this application for permit(s).
OWNER SIGNATURE /�/�� i Date: g 2h -
By signing this app -tion form,t. owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of
his,her or its knowledge. Any aterial 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 provi•- access and right of entry to Jefferson County and its employees, representatives or agents for the sole purpose of application
review and any requ later inspect,: s. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the
time of the appli•j ,• t/,' e or s . ants prior notice. n/
Signature: ��.a.�'/�0ri�L`� Date: -) L/
— I at
The actio or actions A.• -nt 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 issu-d 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 yo.e in compliance with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual
and non-transf-,, re nsibility f;/adhering to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below.
Signature: L .. ess •• Date: e;,-.1.6 -1
i
G:\PermitCenter\###F6• S###\DRD FORMS\Master Permit Application 5-29-08.doc
BUILDER STATEMENT •
The signer 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 will be assuming the responsibility of the General Contractor for the proposed project.
Signature: Date:
GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAx:
sound At id. 5SSte„.3 Xnc (360)437-/x79 (3b0)H37—,.0
MAILING ADDRESS: J3546 Therneyke. Roarl EMAIL:stun lt,uilda.Js)Istems&hetma;l •cow+
CONTRACTOR'S LICENSE j3.,-t Lw4lew, wA 9i'34.f WAINS /
NUMBER: 6Du N O as ei i m M NUMBER
ARCHITECT/ENGINEER: Q @rk¢y L. rpe8rin f PHONE CO )73 , 7575—.2 FAx:(5709)131.`7557
MAILING ADDRESS:1440NCok0.k, eenfer BIv.itue /Q,ck/aad,w4 9933a EMAIL
Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal:
® New ® Wood Existing: ❑ Sewer
❑ Addition ❑ Steel Proposed: I Bank ❑ Community System
❑ Alteration/Remodel ❑ Concrete Total: I Height: 5 Individual Sy to
❑ Repair ❑ Masonry SEP Permit# `! ^ 43S--
❑ Demolition ❑ Other: Bedrooms: Water Supply:
Existing: Setback: ❑ Private well ❑ Two Party
Type of Heat: Proposed: a 1' Public
0'eC, Total: Name of System:
If this is a Commercial Proiectyou 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 1 Above ground Tank Size of Propane Tank:
I Heat Stove I Cook Stove I Woodstove 1 Fireplace Insert 1 Hot Water Tank 1 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 Office Use Only Amount Revision
Main Floor Heated EH Bld App Review: ••l!: ,e c�
2n0 Floor Heated Consistency Review: T-1 °
-
■aa -U
Other Heated 4/4 j Jr�J )I Base fee: o O
4to '
Mezzanine Additional Section: 1G , U6
Heated Basement Plan Check fee:
. S'ro
Unheated Basement State Surcharge fee:
4 .5c)
Other Unheated Pot Water Review fee: _e—
Garage/Carport •62 l 1 ie .} 4'2 SUBTOTAL 1�� a
l o
Decks 911/Rd Approach fee:
^
Other
LL_____1;i1�JGI'L7) TOTAL: $ I 0D
Receipt Number: 15( ' 1a
Cash/Check Number: JjaO
ESTIMATED COST(REQUIRED) Date: VIZ 1.Fair market value of all labor and materials foundation to finish -( -
1 )f q Z 0 5 Initials:
G:\PeanitCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc
Prescriptive Energy Code Compile for All Climate Zones in Washington.
Project Information Contact Information
This project will use the requirements of the Prescriptive Path below and incorporate the
the minimum values listed. In addition, based on the size of the structure, the appropriate
number of additional credits are checked as chosen by the permit applicant.
r
Authorized Representative �/ _ Date lr "/
All Climate Zones
R-Valuea U-Factora
Fenestration U-Factor n/a 0.30
Skylight U-Factor n/a 0.50
Glazed Fenestration SHGC" n/a n/a
Ceiling 49' 0.026 I\ 2 2(/14 Wood Frame Wall9'k'l 21 int 0.056 i ., AUG \-)
Mass Wall R-Value' 21/2lh 0.056 . \\ NCOUNTt
Floor 309 0.029 )Eft ERSO,I VELOPA�ENT
k rp; p�n�MUP�ITI DE
Below Grade Wall � 10/15/21 int+TB 0.042
Slabd R-Value& Depth 10, 2 ft n/a
`Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2.
Each dwelling unit in one and two-family dwellings and townhouses, as defined in Section 101.2 of the
International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the
following minimum number of credits:
g11. Small Dwelling Unit: 0.5 points
Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration
area. Additions to existing building that are less than 750 square feet of heated floor area.
❑2. Medium Dwelling Unit: 1.5 points
All dwelling units that are not included in#1 or#3, including additions over 750 square feet.
❑3. Large Dwelling Unit: 2.5 points
Dwelling units exceeding 5000 square feet of conditioned floor area.
Table R406.2 Summary
Option Description Credit(s)
la Efficient Building Envelope la 0.5
lb Efficient Building Envelope lb 1.0 ❑
1c Efficient Building Envelope 1c 2.0 ❑
2a Air Leakage Control and Efficient Ventilation 2a 0.5 ❑
2b Air Leakage Control and Efficient Ventilation 2b 1.0 ❑
2c Air Leakage Control and Efficient Ventilation 2c 1.5 ❑
3a High Efficiency HVAC 3a 0.5 ❑
3b High Efficiency HVAC 3b 1.0 ❑
3c High Efficiency HVAC 3c 2.0 ❑
3d High Efficiency HVAC 3d 1.0 ❑
4 High Efficiency HVAC Distribution System 1.0 ❑
5a Efficient Water Heating 0.5 ❑
5b Efficient Water Heating 1.5 ❑
6 Renewable Electric Energy 0.5 ('1200 kwh 0.0
Total Credits 0.00
*Please refer to Table R406.2 for complete option descriptions
http://www.energy.wsu.edu/Documents/2012%20Res%20Energy.pdf
Table R402.1.1 Footnotes •
For SI: 1 foot .= 304.8 mm, ci .= c inuous insulation, int .= intermediate framing.
a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is
less than the label or design thickness of the insulation, the compressed R-value of the insulation from
Appendix Table A101.4 shall not be less than the R-value specified in the table.
n The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration.
Exception: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1
through 3 where the SHGC for such skylights does not exceed 0.30.
`"10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous
insulation on the interior of the wall,or R-21 cavity insulation plus a thermal break between the slab and the
basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13
cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or
exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R-
13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and
basement wall.
d R-10 continuous insulation is required under heated slab on grade floors.See R402.2.9.1.
e There are no SHGC requirements in the Marine Zone.
Basement wall insulation is not required in warm-humid locations as defined by Figure R301.1 and Table
R301.1.
g Reserved.
n First value is cavity insulation, second is continuous insulation or insulated siding, so"13.+5" means R-13
cavity insulation plus R-5 continuous insulation or insulated siding. If structural sheathing covers 40 percent
or less of the exterior, continuous insulation R-value shall be permitted to be reduced by no more than R-3 in
the locations where structural sheathing is used to maintain a consistent total sheathing thickness.
The second R-value applies when more than half the insulation is on the interior of the mass wall.
For single rafter-or joist-vaulted ceilings,the insulation may be reduced to R-38.
k Int. (intermediate framing)denotes standard framing 16 inches on center with headers insulated with a
minimum of R-10 insulation.
Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation
requirement.
Table R402.1.3 Footnote
a Nonfenestration U-factors shall be obtained from measurement,calculation or an approved source or as
specified in Section R402.1.3.
• •
�� oN o+ JEFFERSON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
621 Sheridan Street • Port Townsend • Washington 98368
K.--.41 360/379-4450 • 360/379-4451 Fax
G http://www.co.jefferson.wa.us/commdevelopment/
Stormwater Calculation Worksheet
MLA# PROJECT/APPLICANT NAME: Ih,r, ' Spccocr
DETERMINING STORMWATER MANAGEMENT REQUIREMENTS:This stormwater calculation worksheet should be completed first
to classify the proposal as "small,""medium,"or"large." The size determines whether a Stormwater Site Plan is required in conjunction
with a stand-alone stormwater management permit application, building permit application, or other land use approval application that
involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan, if required.
PARCEL SIZE(I.E.,SITE)
Size of parcel -2,0 acres An acre contains 43,560 square feet. Multiply the acreage by this figure.
Size of parcel in square feet $1 /..1.0 sq/ft
Land-disturbing activity is any activity that results in movement of earth, or a change in the existing soil cover(both vegetative and
non-vegetative) and/or the existing soil topography. Land disturbing activities include, but are not limited to clearing, grading, filling,
excavation,and compaction associated with stabilization of structures and road construction.
Native vegetation is vegetation comprised on plant species, other than noxious weeds,that are indigenous to the coastal region of the
Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as
Douglas fir,western hemlock,western red cedar, alder,big-leaf maple, and vine maple;shrubs such as willow,elderberry,salmonberry,
and salal; herbaceous plants such as sword fern, foam flower,and fireweed.
LAND DISTURBING ACTIVITY,CONVERSION OF NATIVE VEGETATION,AND VOLUME OF CUT/FILL
Calculate the total area to be cleared,graded,filled, Answer the following two questions related to
excavated,and/or compacted for proposed development conversion of native vegetation:
project. Include in this calculation the area to be cleared for:
Does the project convert g/•acres or more of
Construction site for structures I`I S sq/ft native vegetation to lawn or landscaped areas?
Drainfield,septic tank,etc. sq/ft Circle: Yes �No
Well, utilities,etc. sq/ft Does the project convert 2 Yz acres or more of
native vegetation to pasture?
Driveway,parking, etc. sq/ft
Circle: Yes
Lawn,landscaping,etc. sq/ft
Other compacted surface,etc. sq/ft Indicate Total Volumes of Proposed:
Total Land Disturbance sq/ft Ct.41- rF�IIv - rcu/yd)
1
[over] �) AUG 2 7 2014
JEFFERSON COUNTY
stormwater°etc worksheet—REV.10/12003 i DEPT OF COMMUNITY DEVELOPMENT - 1
•
Impervious surface is a hard surface that either prevents or retards the entry of water into the soil mantle as under natural conditions
prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increased rate of flow
from the flow present under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof
tops, walkways, patios, driveways, parking lots or storage areas, concrete or asphalt paving, gravel roads, packed earthen materials,
and oiled, macadam or other surfaces which similarly impede the natural infiltration of stormwater.
STORMWATER CALULATIONS—IMPERVIOUS SURFACE
NEW EXISTING
Structures (all roof area) /D o sq/ft Structures(all roof area) '-? sq/ft
Sidewalks sq/ft Sidewalks sq/ft
Patios sq/ft Patios sq./ft
Solid Decks sq/ft Solid Decks sq/ft
(without infiltration below) (without infiltration below)
Driveway sq/ft Driveway ° sq/ft
Other sq/ft Other sq/ft
Total New sq/ft Total Existing '` sq/ft
TOTAL NEW+TOTAL EXISTING* sq/ft 'This amount will be used to check total lot coverage.
The following questions will help determine whether the proposed project is considered development or redevelopment.
DEVELOPMENT v. REDEVELOPMENT
Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: 7'/0 %
Does the site have 35%or more of existing impervious surface? Circle: Yes
FURTHER INSTRUCTIONS: If the answer is yes, the proposal is considered redevelopment and the attached Figure 2 should be
used to determine the applicable Minimum Requirements. If the answer is no, the proposal is considered new development and the
attached Figure 1 should be used. At this juncture, the applicant should refer to the applicable Flow Chart to determine the Minimum
Requirements for stormwater management. DCD staff will help verify the classification of the project and the application requirements.
For proponents of "small" projects who must comply only with Minimum Requirement #2—Construction Stormwater Pollution
Preverition—an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion and
prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction
Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet. Proponents of "medium" projects—those
that must meet only Minimum Requirements #1 through #5—and for large" projects—those that must meet all 10 Minimum
Requirements—are required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater Site Plan,
principally for rural residential projects. Complete the template in the Stormwater Site Plan Instructions and Submittal Template or
prepare a Stormwater Site Plan using the step-by-step guidance in the Storm water Management Manual.
APPLICANT SIGNATURE _
By signing the Stormwater Calculation Worksheet, I as the applicant/owner attest that the information provided herein is true and
correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all
owners of the aff ted property.
%alp
-/f
( DOWNER OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE)
r—. 111';7—. S _.�.-.._ _.
ur: ...
lA c.31 7�I�'r, r e.� ��..}gym._..-, x.. h_�.k.........�. . ____......._i
stormwater aria worksheet—REV.10/1/2003 2
Standard Conditions for Residen,Development in Jefferson County •
1. LIGHTING: Lighting fixtures shall be designed and hooded to prevent the light source from being directly
visible from outside the boundaries of the property. The intensity or brightness of all lighting, during
construction and after project completion shall not adversely affect the use of surrounding properties or
adjoining rights-of-way.
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.
2. BUILDING HEIGHT: The building height is not to exceed 35 feet.
3. OUTDOOR STORAGE: Outdoor residential storage shall be maintained in an orderly manner and shall
create no fire, safety, health or sanitary hazard.
4. UNLICENSED VEHICLES: 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.
5. PARKING: A minimum of two (2) on-site parking spaces shall be provided for the single family residence.
6. This permit has been reviewed consistent with JCC 18.40.130 & 140. Notice: this permit does not excuse
the applicant from complying with other local, state and federal ordinances, regulations or statues,
applicable to the proposed development, but consistent with RCW 90.58. Future development beyond
that specified in this permit shall require further review.
7. BMPs: 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.
8. NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal
ordinances, regulations, or statutes applicable to the proposed development, but consistent with RCW
90.58.
Development pursuant to this permit shall be undertaken subject to the applicable policies and
performance standards of the Jefferson County Shoreline Management Master Program and the Jefferson
County Unified Development Code.
If during excavation or development of the site an area of potential archaeological significance is
uncovered, all activity in the immediate area shall be halted, and the Administrator shall be notified at once.
The Federal Endangered Species Act rules to protect threatened Chinook and Summer-run Chum salmon
became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under
the ESA, any person may bring lawsuit against any individual or agency that "takes" listed species (defined
as causing harm, harassing, or damaging habitat for the listed species). In addition, the National Marine
2013-03-07_SFR_StdConditions 3/7/2013
1
Fisheries Service can levy p•lties. Portions of Jefferson County, in•ing marine waters, are included
as "critical habitat" for a listed species. Development of property along any marine shoreline, freshwater
shoreline,
or floodplains could harm habitat if protective measures are not taken. To minimize the potential to
damage habitat, all property owners developing adjacent to marine shoreline, freshwater shoreline, or
floodplains are advised to do the following:
All development activities should avoid unstable slopes, wetlands, and forested areas near surface
waters
Remove minimal vegetation for site development, especially large trees
Allow trees that have fallen into surface waters to remain there
Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging
directly into surface waters or roadside ditches
The Federal Bald and Golden Eagle Protection Act requires landowners within 660 feet(1/8th of a mile) of
an eagle nest to consult with the US Fish and Wildlife Service. This Eagle Act prohibits anyone from
"taking" bald eagles. This federal law defines the term "take" and describes the possible legal
consequences when a "take" occurs. Among other actions, "take" includes a disturbance of bald eagles or
their habitat. Under federal law a permit may still be required for activities that impact bald eagles or their
habitat. Contact the US Fish and Wildlife Service (http:/Iwww.fws.gov/pacific/eagle/) to learn more about
how this law affects your project.
Any individual, group, or agency can bring suit for a listed species "taking", even if you are in compliance
with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting
with a professional fisheries habitat biologist, and following the recommendations for site development
provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle,
or the U.S. Fish and Wildlife Service.
2013-09-06_SFR_StdConditions 9/6/2013
2
• hou
I Ei€ iiiiiii...
Roof
downspout
serves up to _
700 sf. Of roof
.
50' min. '.:.:, :_
Vegetated
flow path
y Splash
S� block
, a r Downspout extension
NTS
rr Splash
block
Figure 3.1.7-Typical Downspout Splashblock Dispersion
tic time III—Hydrologic Analysis and Flow Control BMPs—August 2012
3-16
• •
Design Criteria for Splashblocks
A typical downspout splashblock is shown in Figure 3.1.7. In general, if
the ground is sloped away from the foundation and there is adequate
vegetation and area for effective dispersion, splashblocks will adequately
disperse storm runoff. If the ground is fairly level, if the structure includes
a basement, or if foundation drains are proposed, splashblocks with
downspout extensions may be a better choice because the discharge point
is moved_away from the foundation. Downs_pout extensions can include
piping to a splashblock/discharge point a considerable distance from the
downspout, as long as the runoff can travel through a well-vegetated area
as described below.
The following apply to the use of splashblocks:
1. Maintain a vegetated flowpath of at least 50 feet between the discharge
point and any property line, structure, slope steeper than 15%,stream,
wetland, lake, or other impervious surface. Sensitive area buffers may
count toward flowpath lengths.
2. A maximum of 700 square feet of roof area may drain to each
splashblock.
3. For purposes of maintaining adequate separation of flows discharged
from adjacent dispersion devices,the vegetated flowpath segment for
the splashblock must not overlap with other flowpath segments, except
those associated with sheet flow from a non-native pervious surface.
4. Place a splashblock or a pad of crushed rock(2 feet wide by 3 feet
long by 6 inches deep) at each downspout discharge point.
5. No erosion or flooding of downstream properties may result.
6. Have a geotechnical engineer or a licensed geologist,hydrogeologist,
or engineering geologist evaluate runoff discharged towards landslide
hazard areas. Do not place Splashblocks on or above slopes greater
than 15%or above erosion hazard areas without evaluation by a
professional engineer with geotechnical expertise or a licensed
geologist,hydrogeologist, or engineering geologist, and approval by
the Local Plan Approval Authority.
7. For sites with septic systems,the discharge point must be downslope
of the primary and reserve drainfield areas. This requirement may be
waived if site topography clearly prohibits flows from intersecting the
drainfield or where site conditions (soil permeability, distance between
systems;etc) indicate that this is unnecessary.
Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012
3-15
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4640 00IN00L4:
•
REVIEWED FOR
CODE COMPLIANCE
JEFFERSON COUNTY DCD
BUILDING PLAN REVIEW NOTT,L7-.: Mena Pre arr77,,,r0-,ef erf,--, ,,-
. any e'ors or
PAS'S Invanelion In crafr,rn -:-
0 APPROVED AS SUBMITTED
ali ai.plicatie andes arcr!' re %!.,.'"- --
pi APPROVED AS NOTED
0 REJECTED .
Date CY& \I" Reviewer (55.
. c , ':',...: copY
C 'I :,.,',..,--.
2600 N. COLUMBIA CENTER BLVD. JOB r_ ` 9,6t
• SUITE 208 SHEET 1 OF
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Project...Descriptl4on
Building Width= 24 ft Eave Ht;= 12 ft
Budding Length = 36 ft
Pole Building Design for
Phillip Spooner
Criteria
20121B0 .
. Eovv •
2000 Post frame Design Manual
2010 NDS • AUG 2 2014_. .. .....
ASCE7- 10
25 psf Show Lead JEFFERSON COUNTY
110 mph rtd,,. Exp. DEPT.OF COMMUNITYDE`/EOP €NT
Seismic.Zone • C)1 •
Pir
Concrete:
= 2500
Sod :
S„= 1500 psf, Vertical-Sail-.Pressure .. .
err
S= 100 psf/ft. Lateral Soil Pressure ''1)
.... JEFFERSON -COUNTY UCD
BUIWI 1G...PLAN..-RE IE111i�
37208 4
CI aPPRovED AS SUBMITTED 0� F eay
❑ APPROVED AS NOTED
EXPIRES 08/'18/... .. ....
REJECTED
•
Data
U'
...... .....
REVIEWED FOR
CODE COMPLIANCE
2600 N. COLUMBIA CENTER BLVD. JOB
SUITE 208 SHEET OF
V RICHLAND, WA 99352
13 �RK F 1 PHONE: (509)_736- 7552 CAf,C BY DATE
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Snow..Loacds V. ..i.nd._Loads
Basic Wind Spied= 110 mph
Pg = 25 psf
Exposure= B
Is= 1.0 TABLE 15-2,ASCE 7-10
L.=....1..40.........
C, ="'1:2 TABLE 742;ASCE 740
A..= 100
•
h= 14.00
Cr = 1.2 TABLE 73,ASCE 740 a = 3.00
2a= 6.00
Roof-Pitch 4-/12- 8.=...-18,43-degrees._
0:322 radians Horizontal Pressures FIG.URE2 8..6 1,.ASGE 7-10,
•
Exp= B 6.316 sine A= 24.1
0.949 cos e B= 8
Pf= P9(0.7)(It)(Ce)(ct) 6.900 Cost e C= 16
25,2 psf D= 4.6
SLOPE-FACTOR Vertical-Pressures
E= 23:1
es = 0.94 FIGURE 7-2, ASCE 7-10 F= 15.1
G = 16
}?5...=...(.Pf)(.CS) H = 11 5
= 23:63 psf
Overhangs
EOH = 32.3
P„„„ = 25 psf . GoH = 25.3
25 psf Controls °:
Slaw
Aftr
2600 N. COLUMBIA CENTER BLVD. JOB
SUITE 208 SHEET / OF
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Lateral-Control - Wind Seismic.
.L.= 36 ft Overhang =x= 1.5 ft DLmof= 5 psf
Overhang.=y= 1.5 ft • DLwojis= 5 psf
span..- s 24 ft pitch - m- 4/12 Area of Hoof.
Ht= 12 ft Aeavewail= (Ht-0.5)(L) AR= (s+2y)(L+2x) = 1053 Sf
= 414 sf
Area..of.Walls.
Arcw= (L+.2x)(m{s/2)) = 156 s
Aw.= 2[(0(Ht)+-((s)(Ht)+(m(s214)1=....1536-sf
htroot= m(s/2)= 4.00 ft
Wtroof=AR(DLrw,f) = 5265 lbs
Wind Forces
Wtwaus=Aw(DLweus)..=.. 7680.1b.S
VA= (24:1)(171t)(2a) = 17351bs
Wt•=Wtwof{'Wt ='•'12945"os
VB= (8)(m(s/2)(2a+x) = 240 lbs
Seismic Parameters:
• = (16)(itt)(L-2a) = 5760 lbs le = 1.0 Table 1.5-2,ASCE 7-10
R =-2:5- _..........._.....Table..12,.i?-1,.AS9E7-.1Q
VD- (4.8)m(s12)(L+x..2a)=_580lbs S5= 0:8 USGS.SeimmrcfHazardG4Ifves
• Fa=...1:.18 Table 11:4-1 ASCE7 4 0
$M8= (Ss)(Fa) = 0.9 Eq 11.4-1,ASCE 7-10
Z/VWND = 8315 lbs S.ps r (2/3)Sms= 0.6 Eq 11.4-3,ASCE 7-10
Cs= ( D$).(I)l R= 0,3 Eq 12.8-2, ASCE 7-10
Vseismic-..CsW.= 3259.tbs 'Eq 42:8.4;ASCE 7-10
3.26 Kip < 8.31 Kip URI
Wnd.Controls 4 ...-.... ....
2600 N. COLUMBIA CENTER BLVD. JOB
SUITE 208 SHEET OF
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Lateral Model 3-Bays diaphragm .S.iffraess Assembly-#.9 ..
1 2 3 4 29 ga. Steel (11) Overlap Purlins w/o
Shear Stiffness c= 4700 lbs/in
I..a 2a 3a
Shear Modulus G. 4700 lbs/in
1.. ....,..... ...b 2_b 3_b_. _I Allowable Shear Va = 160 plf
! Gp_ (G(bp))L(s(cose)= 5574 lbs/in
4.
3 ¢
s= 12:00 ft bh=.........13.50 ft
Bay 1 2 3
Width 12..ft 1.21 121
Stiffness Properties Frame toads
Frame 1: Kp = 8211 lbs/in Frame 1: R1 = 891 lbs
Frame 2: Kp= 8291.bslin Frame 2: R1 = 1085 lbs
Frame 3. Kp= 3401bslin frame 37 R, = 1085 Ibs
Frame 4: KP- 6757 lbs/in Frame 4: R1 = 542 lbs
root
u
2600 N. COLUMBIA CENTER BLVD. JOB
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F. rarrue...Sti.ff..nese
Frame 2:3 Cantitevered•Post Frame 1 29 ga Steel (11)
Post Size 6x 6 N = 2 C = 3700 lbs/in G = 3700 lbs/in
E= 1100 ksi . . t = 106 (n4 V-a=.11O.plf... .... w=- 24 ft
Hp# 128in Ht= 12 ft
Kp a N(3El/Hp3) r 340 lbs/in Kp= (Gw)/Ht= 7722 lbs/in
Frame 1-2 Cantilevered Post Frame 4 29 ga Steel (11)
Post Size fiX O N = 1 C = 37.0.01bsiin G = 370.O..tbslin..
E- 1100 ksi t-= 108 In U8 4 110 off w-= 21 ft
Hp= 90 in Ht= 12 ft
Kp=N(3.E1/Hp.3) = 48.9..1bs/in Kp= (Gw)ThI -= 6.7.57..Its/in
f .
2600 N. COLUMBIA CENTER BLVD. JOB
SUITE 208 SHEET OF
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B 14 RI(F y FPAxHO.NE: 550099?_-773366_---77555572 CALC BY
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DATE
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DAF1 nput
Number of Bays 3
R of Stiffness
aay1 10032
By 2 10032
Bay 3 10032
Frame Stiffness toads
1 8211 lbs/in 891 lbs
2 829 lbs/in 1085 lbs
3 340 lbs/in 1085 lbs
4 6757117s/in 542 lbs
. . ,
0
0
Um'
14495.DAF
FRAME FRAME APPLIED HORIZONTAL LOAD RESISTED FRACTION OF
NUMBER STIFFNESS LOAD DISPLACEMENT BY FRAME APPLIED LOAD
1 8211.00 891.0 .2163190 1776.2 1.9935
2 829.00 1085.0 .3045563 252. 5 .2327
3 340.00 1085.0 .3098067 105.3 .0971
4 6757.00 542.0 .2174031 1469.0 2.7103
DIAPHRAGM DIAPHRAGM SHEAR SHEAR
NUMBER STIFFNESS DISPLACEMENT LOAD
1 10032.00 .0882372 885.2
2 10032.00 .0052505 52.7
3 10032.00 .0924036 927.0
Page 1
2600 N. COLUMBIA CENTER BLVD. JOB Q
SUITE 208 SHEET C7 OF
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Diaphragm Shear Diaphragm_chords
VR=(C1-;:i/Cn)(un)1f Cos e,) Md = (V )(L)/4= 8343 ft 1bs
= 489 lbs Chord Force
1/h..=...927:0.1bs IP,=..tea/b .. ..
1= bh/cos 0=..........14:23 fit
--•t P;
vp= Vp/I = 34.3 plf •i _■11111 p a
bx Ridge
P3
P
P.1
Use only theouter3-purlins
Purlin Spac[ng =z= 24.0 in W= 24 ft
bx=W-2(z/92)= 20 00.ft
ZPe=Ma/1:1,.= 4t7 Ibs
a= 1.5 in b= 55 in A - ab= 825 2
purlin - In
. .......... ..
P1 = (W/b«)(IPe)/3=
t - P /A = psi
(T)rr®x "' P1 merlin =
U
2600 N. COLUMBIA CENTER BLVD. JOB
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Rost Design Endto-End._Shearwalls
GUrof Plane Forces Lateral wind force: Reaction for
fixed-pinned posts on gable ends=IR
Hp= 128 in s= 12.00 ft
R1 = 3/8(V,a(EE)) =
w=-192 plf
AEE- 336 sf AA.=84 sf
Ma,,„„,1=w(Hp)2/8 = 2731 ft-Ibs
FEE= 2045
Post Size 6x 6
Distribute_Force to 1 Walls
E.;. 1100 ksi 1 = 108 in4
Total length of controlling shear element:
S = 3.6.-in4 Ft.= 575 psi
LEE = 38 ft Trib = 24 ft
CD= 1.6 Fb = 920 psi
Span =..a..=..24..ft
Mmax = 2760 ft•lbs
V•EL =(Trib/s)FEE =2045'lbs
2760 ft-lbs > 2731 ft-lbs OK
VEE =VEE/LEE= 56.8 plf
Sheaiwall Type 29:gay Steel(11)
Allowable Shear= 110 plf
• 56,8 plf <._1.1.0._Q Of OK
SHEAR OWALL GHGICES
29 ga w/o stitch screws 110 plf
29 ga with stitch screws 160 plf
7116' Q.SB.with..steples 396 plf
•
2600 N. COLUMBIA CENTER BLVD. JOB
SUITE 208 bt,
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i
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Constrained Pos Ernbedded in Earth
BaseSiItaterat'BarrnStOOpcf
Embedded E ement Width= b= 200 ft
Required spaci g for increase in.Prom 6,3:11
6b12:Oft
USE INCREASE w= 192 plf
S. 2 6 pcf L= 10. 7ft
Ma 2731 ft-bs
Actual d = (41VVVIor
Attu Id = 2.74 ft
Used = 4:0O ft
0
0
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Uplift Frame 1_Shearwal.l.
Ttib1 = 12:00 ft Total length of controlling shear element.
Tnb2= 13.50 ft L = 24 ft
Area..=A= 162 s V = 1-7762
Uplift Pressure= G= 16.0 psf v = V/L = 74.0-plf
Uplift= Pup= 2592 lbs Shearwall Type 29 ga. Steel (11)
Soil Cone Allowable Shear=-110 plf
dT= 3.50 ft W = 35 ° 0.61 rad 74 0 plf <-11.0.0 p1f OK
r= 1.00 ft Aa= 0.25 sf
-((770,-tarir+r)^2(d,+rritarts))13)-(m^313tangs)- Frame 4._Shearwail
59cf
Total length of controlling shear element:
ys;, = 110pcf
L = 21ft
HD=VAyson)-.6.50 kip
V=........1469 .
2.59 kip < 6 50 kip OK v = V/L = 70.0 plf
Shearwall Type ; 29...ga...Steel..(1.1.)
Allowable Shear= 110 plf
70 0 plf < 110.0 plf OK
JOIST & RAFTER CALCULATOR PURLINS
BEAM PARAMETERS: STRESS CALCULATIONS:
Horiz. Span: 12 ft Types Moment @ midspan = 735 ft-lbs
Slope (V:H): 0 :12 #2 DF-L Moment@ Point#1 = 0 ft-lbs
True Span = 10.25 ft #2 HF User Calc'd Moment= 0 ft-lbs
Beam Type: #2 DF-L LVL
S4S lumber? YES PARALLAM Shear 0'end= 273 lbs
Shear @ 10.25'end = 273 lbs
No. of Pieces: 1 User Calc'd Shear= 0 lbs
Spacing: 24 in
Width: 2 in Reaction @ 0'end= 287 lbs
Depth: 6 in. Reaction @ 10.25'end 287 lbs
LOADS: VERT. LOAD PERP. LOAD fb = 1167 TEN. BENDING OK
Uniform Dead: 3 psf = 3 psf fv= 52 SHEAR OK
Uniform Live: 25 psf = 25 psf
Point#1: 0 lbs @ 0 ft LL S allow.= 0.68 in
TLS allow.= 1.03 in
BASE DESIGN VALUES: Live Load S = 0.43 LIVE DEFLECTION OK
Allow. Live Load S: L/180 Total Load S = 0.48 TOTAL DEFLECTION OK
Allow. Total Load 8: L/120
Fb= 900 psi F'b = 1547 psi Requires 1.50 in. bearing surface
Fv= 180 psi 1 = 18 in4
FCperp= 625 psi
E = 1,600,000 psi
ADJUSTMENT FACTORS:
Cd= 1.15
Cf= 1.30
Cr= 1.15
SPECIFICATION:
2 x 6 #2 DF-L @ 24 in. o/c
1'3
POST FOOTING DESIGN
MATERIAL PARAMETERS: P
Base Allow.Soil Press.= 1500 psf
Adjust.Allow. Soil Press. = 2700
Concrete Strength:fc.= 2500 psi
Post Width= 6 in
P
tealag
ost Depth= 6 in
FOOTING PARAMETERS: CALCULATIONS:
Diameter=b= 2.0 ft
Thickness=t= 6 in
Actual Soil Pressure=q= (DL+LL)/(Trb2/4)
= 1376 psf OK
Column Width=h1 = 6 in
Depth to Base= 48 in Punching Shear(Vu 2) = q((7(b/2)2)-((h,+h2)/12)21
Column Depth=h2= 6 in = 4127 lbs
AXIAL LOADS Allow. Shear(0 Vc) =(.85)(4)SQRT(F c)(4)(h,+h 2)(h 2)/2
Dead Load= DL= 720 lbs = 24480 lbs OK
Live Load =LL= 3600 lbs
Actual Conc. Bearing= (1.4DL+1.7LL)/(h1'h2)
= 198 psi
Allow. Conc. Bearing = (0.85)(0.7fc'SQRT2)
= 2975 psi OK
CONSTRUCTION SPECIFICATIONS:
2 ft. dia.x 6 in.CONCRETE FOOTING
2 ft. dia.x 48 in. DEEP HOLE(BELL OUT AS REQ'D)
2500 psi CONCRETE
•
BEAM-COLUMN
AXIAL LOADS & STRESSES: BENDING LOADS & STRESSES:
P1= 4320 LBS Max Moment(M1)= 0 lb-ft
P2= 0 LBS Max Moment(M2)= 2731 lb-ft
P3= 3240 LBS Max Moment(M3)= 2048 lb-ft
D + S, fc= 120.00 psi Load Case (16-9) D + S, fb= 0.00 psi
D +W, fc= 0.00 psi Load Case (16-11) D + W, fb= 910.22 psi
D+0.75(S+W), fc= 90.00 psi Load Case (16-10) D+0.75(S+W), fb= 682.67 psi
TRUSS MEMBER PARAMETERS:
Length: 10.67 ft S= 36.0 inA3
Ke: 0.8 1= 108.0 inA4
Effect. Length = 8.5 A= 36.0 inA2
SPECS: CALCULATIONS
GRADE: #2 HF Le/d = 17.1
Width: 6 in. Fc*= 920
Depth: 6 in. FcE = 1132
d = 6in. KcE = 0.30
Fc = 575 psi c'= 0.8
Fb= 575 psi C P = 0.757
E = 1100000 psi F b'= 920
ADJUSTMENT FACTORS:
wind CD = 1.60 snow CD = 1.15
CF = 1.00
INTERACTION EQUATION
LOAD CASES: ['lc/ F'c]2 + VIA/(Fb1'(1-fc/ FcE1)] 5 1.0 STATUS
CASES (16-7&12) By Inspection OK
CASE (16-9) D+S 0.057 0.000 0.057 OK
CASE (16-11) D+W 0.000 0.989 0.989 OK
CASE (16-10) D+0.75(S+W) 0.017 0.806 0.823 OK
SPECIFICATION:
USE 6 in x 6 i #2 HF
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Zy I I II I II II II F Z n m 2 m = 10 OOm TImz ➢ m Dmy -4Krm z 00MC000 � no m Fm m m Z n
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[ E n g i n e e r i n g FAX: (509)736-7557 PORT TOWNSEND, WA 98368
JEFFERSON COUNTY
Op Front Parcel Review
Parcel 941500028 0/1/- ,3/0
Printed: September 3, 2014
PHILIP SPOONER Site Address(es):
561 SADDLE DR 561 SADDLE DR PORT TOWNSEND, WA 98368
PORT TOWNSEND, WA 98368-8905
Parcel Number: 941500028 S-T-R: 18-30N-1W Total Acreage 2
Legal Description CAPE GEORGE VILLAGE DIV 7 LOT 28 Land Use: 1100
Flood District: Fire District: 1 Planning Area: 2
Flood Map(FIRM)Panel No: School District 50 Zoning: RR
COMP PLAN
DESIGNATION:
COMMUNITY PLAN: UGA: UGA Trans
[ ] Plot plan states "property line"
[ ] Assessor's Map (Property lines on submitted plot plan must match the property lines as identified on the Assessor's 1/4 map)
[ ] Legal Access to Property E NO
[ ] Parcel Tags or Scanned Documents YES �I
[ ] ESA's: Special Reports Nearby YES N�c
[ ] Designated Ag YES .�
[ ] Shoreline Designation: YES ■ 1—
[ ] Shoreline Slope Stability: YES ,,ie'
Stream Type:YES p�
FWHCA: YES N
Wetlands: YES
Rare Plants:YES NO"—
Seismic: YES N9�
Landslide: YES
Flood: YES
Erosion: YES N
Aquifer Recharge Ar'ea:YES
SIPZ: n one At Risk High Risk Coastal
CMZ: nnne High Risk Moderate Risk Disconnected CMZ
Stormwater site plan submitted: YesNo
[ ] Forest Lands: YES li
Adjoining Forest Lands: Commercial/ Rural/ Inholding
[ ] Mineral Lands: YES
[ ] Agricultural Lands: YES NG^
[ ] Archaeology: YES NO
[ ] No Shooting Zone: YES I)i,9!
[ ] Stormwater: New Impervious Surface 406 s �r Land Disturbing Activity 0/51 " ESA's ,Up
Stormwater Req's:Min Req#2 Min Req#1 thru#5 Min Req#1 thru#10 1✓ngineering
[ ] Notice Provisions/Disclosure:Ai ort YES ro MRL YES Forest Lands YES 63
[ ] Landscaping Required: Yes rlo�
[ ] Parking Spaces Required 2 Other
I 1 Building Height: 35' BC Standard
[ ] Impervious Surface coverage ercentage: 7,7
Resource Lands&Public: 10% Rural Residential: 25% Rural Indust er UDC Sec 6.7
Rural Commercial: 60% Area of Building Coverage:60%in Rural Industn Lands only
[ ] Total Building (s) Size: 233
RVC:20,000 SF CC:5,000 SF N6:7,500 SF GC: 10,000 SF All others:subject to septic&water constraints/None specified
[ ] Setbacks: Front: 2v Left Side: c Right Side: S Rear: S
Shoreline Setback: N/
LSHA Setback: wiA
[ ] Road Classification:
Road Approach: Ex s[j NOT REQ'D RAP
[ ] SEPA Required: YES L.NEM4 P
[ ] Flood Certificate: N
[ ] Existing Case(s)&Condition(s): ,--
Violations: Yes Nom,
[ ] Recorded Date of Subdivision: ? AFN L? Ya l +� � '7G Over 5yrs=UDC
Plat Conditions: ,i{., <5yrs=Plat Conditions on plat or Old Ordinance
[ ] Lots/Require Declaration of Restrictive Covenant YES iI-submitted: YES 1Y.9-
[ ] UGA No Protest Agreement YES submitted: YES ,NO--
[ ] Site Visit conducted YES
[ ] Require Final Zoning Approval YES Dill--
[ ] ADMIN: Setbacks entered in Permit Plan case N/A YES _
New Parcel Tags entered in Permit Plan N/A YES
Special Reports Scanned N/A YES
No parcel tags found for parcel
Cases Associated with APN 941500028 Review
Cases Name Type Status Planner
BLD14-00310 SPOONER I P Tim Woolett
Application Received: 8/28/2014 Permit Issued/Case closed: Case Finaled:
New Pole Building Garage with 1 bathroom heated (144sq ft)
CAM14-00436 SPOONER M Joel Peterson
Application Received: 6/16/2014 Permit Issued/Case closed: 7/24/2014 Case Finaled:
Inquiry re: road setbacks
M LA02-00501
BLD02-00551 MLA02-00501 BENSON I W Stacie Hoskins
Application Received: 9/19/2002 Permit Issued/Case closed: Case Finaled:
SINGLE FAMILY RESIDENCE
M LA05-00184
BLD05-00187 MLA05-00184 COARD FAMILY REV TRUST I F Mo-chi Lindblad
Application Received: 3/28/2005 Permit Issued/Case closed: 5/18/2005 Case Finaled: 1/19/2006
NEW SFR W/ATTACHED GANA(.E &
A/G 500 GALLON PROPANE TANK
RAP02-00193 BENSON W
Application Received: 8/20/2002 Permit Issued/Case closed: Case Finaled:
ROAD APPROACH & 911 -SADDLE DR
PRJ05-00077 BENSON A
Application Received: 3/29/2005 Permit Issued/Case closed: Case Finaled:
SEP02-00184 BENSON F
Application Received: 7/18/2002 Permit Issued/Case closed: 8/21/2002 Case Finaled: 12/29/2005
SOM02-00184 COARD TRUSTEE RCR
Application Received: 12/29/2005 Permit Issued/Case closed: 6/6/2014 Case Finaled:
SEP14-00065 SPOONER A
Application Received: 5/21/2014 Permit Issued/Case closed: 8/6/2014 Case Finaled:
11tidemark1data\forms\R_Parcel_CRMLA.rpt 9/3/2014 Page 2 of 2
•UILDING PERMIT APPLICAPON B
Review 0310
Type:
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT#: BLD14-00310 Received Date: 8/28/2014
SITE ADDRESS: 561 SADDLE DR
PORT TOWNSEND, 98368
OWNER: PHILIP SPOONER PHONE:
561 SADDLE DR
PORT TOWNSEND WA 98368-8905
9415
SUBDIVISION: Block: Lot: 28
PARCEL NUMBER: 941500028 Section: 18 Township: 30 N Range: 1\
CONTRACTOR: SOUND BUILDING SYSTEMS PHONE: (360)437-1219
3546 THORNDYKE RD
PORT LUDLOW WA 98365-8229
Contractor's License SOUNDBS027NM Expires 8/19/2014
REPRESENTATIVE: SOUND BUILDING SYSTEMS INC PHONE: (360)437-1219
3546 THORNDYKE RD (360)437-1218
PROJECT DESCRIPTIOP New Pole Building Garage with 1 bathroom heated (144sq ft)
TYPE OF WORK GAR SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN:
VALUATION 32,659.00 ADD'L: HEAT TYPE: EEE
CODE EDITION: 2012 HEAT BASE: HEAT TYPE:
OCCUPANCY:
OCCUPANCY: UNHEATED: #OF STORIES:
CONST TYPE: OTHER: SHORELINE:
CONST TYPE: GARAGE: 1,008 SETBACK:
DECK: BANK HEIGHT:
SEWAGE DISPOSAL: ALT
WATER SYSTEM:
BEDROOMS: BATHROOMS:
Exist: Exist:
Prop: Prop: 1
Total: Total: 1
Routing Date:
Type Amount Paid By: Date: Receipt: Approved/Date
Permit $410.00 SRE 08/26/14 151392
Plan Check $266.50 SRE 08/26/14 151392
State Building Code $4.50 SRE 08/26/14 151392
Total: $681.00
\\tidemark\data\forms\F_BLD_App_Bld.rpt 8/28/2014
i SON .
`off, JEFFERSO•OUNTY • 2
,, ,,'�.,� DEPARTMENT OF COMMUNITY DEVELOPMENT { I L - Q V Lc•,
'4 621 Sheridan Street• Port Townsend •Washington 98368 —
360/379-4450 • 360/379-4451 Fax I
1,9 o� www.co.jefferson.wa.us/commdevelopment AUG 2 7 2014
Master Permit Application MLA: '-'; -„ ;-,-,
ProjrP Description(include separate sheets as necessary):t�”l Ai
tOke I6tnc. God 0, tx uy h(cP.1--) -
Tax Parcel Number: Y Nl -560 -0 3 8 Property Size: .2 ac re- s (acres/square feet)
Site Address and/or Directions to Property:
.5-k, / Saddle Or we- /art Icw.asrrr4
Property Owner(s)of Record: Pn, 1 r f Specne r
Telephone: Fax: email:
Mailing Address: S(,1 Saddle, Or,✓e- Port e.,,,.. sea,/ Wel ?834.5
Applicant/Agent(if different from owner):
Telephone: Fax: email:
Mailing Address:
What kind of Permit?(Check each box that applies
Building ❑ Critical Areas Stewardship Plan
❑ Demolition Permit ❑Variance(Minor, Major or Reasonable Economic Use)
❑ Single Family 18 Garage Attached ❑ Conditional Use[C(a), C(d),or C]**
❑ Manufactured Home ❑ Modular ❑ Discretionary"D"or Unnamed Use Classification
❑ Commercial* ❑ Special Use(Essential Public Facilities)**
❑ Change of Use ❑ Boundary Line Adjustment
❑ Address ❑ Road Approach ❑ Short Plat**
❑ Home Business ❑Cottage Industry ❑ Binding Site Plan**
❑Propane ❑ Long Plat**
❑Sign ❑ Planned Rural Residential Development(PRRD)/Amendments**
❑Allowed"Yes"Use Consistency Analysis ❑ Plat Vacation/Alteration**
❑Stormwater Management ❑ Shoreline Master Program Exemption/Permit Revisions **
❑Site Plan Approval Advance Determination (SPAAD)* ❑ Shoreline Management Substantial Development**
❑Temporary Use ❑ Shoreline Management Variance
❑Wireless Telecommunication* ❑ Comprehensive Plan/UDC/Land Use District Map Amendment
❑ Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment
*May require a Pre-Application Conference ❑Tree Vegetation Request
**Requires a Pre-Application Conference
Please identify any other local, state or federal permits required for this proposal, if known:
•s DESIGNATION OF AGENT
I hereby designate /o v j A -. to act as my agent in matters relating to this application for permit(s).
OWNER SIGNATURE /�/4riare or Date: 21)-‘,26 "/
By signing this app,tion form,t, owner/agent attests that the information provided herein, and in any attachments,is true and correct to the best of
his,her or its knowledge. Any aterial 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 provi•- access and right of entry to Jefferson County and its employees, representatives or agents for the sole purpose of application
review and any requ' • later inspect'• s. Staff's access and right of entry will be assumed unless the applicant informs the County in writing at the
time of the applir, / e or s,-�ants prior notice.
Signature: % i /� ysu` r/ • - I y
Date:
The actio or actions A.• :nt 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 issu-d 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 yo re in compliance with the Jefferson County development code.The Applicant acknowledges that he, she or it holds individual
and non-transf-� re nsibility f;/adhering to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below.
Signature: / ii�r- , t Date: 9 • /4
r
G:\PermitCenter\###F•• S###\DRD FORMS\Master Permit Application 5-29-08.doc
IIIBUILDER STATEMENT • '
The signer 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 will be assuming the responsibility of the General Contractor for the proposed project.
Signature: Date:
GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAx:
5oK.rd ,lehn'g� 515teIft3 3n C. ( 310 u)y37- rxr? (3bo)�/37—i178
MAILING ADDRESS: J -7� R EMAIL:
35yc, 7heiAdyke. 04.1 ScL,Kdin,.(rrl,.Gssv5femsMitatma;1 •40M
CONTRACTOR'S LICENSE Po.t r-.udlew/ wA y8'3 ti WAINS
NUMBER: SOLI N O a,5 017 N>✓1 NUMBER
ARCHITECT/ENGINEER: /3 erlte y inzc r-,.•f PHONE (jOf)734.- 7S5'1 FAX:( .' )13i, 7S 7
MAILING ADDRESS:".ccNCek,.+k,< <enfer 81.44#.Z,8 1Q,ckiaw4,WA yi351 EMAIL
Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal:
2I New 0 Wood Existing: 0 Sewer
Addition 0 Steel Proposed: I Bank C Community System
7 Alteration/Remodel n Concrete Total: i Height: 5 Individual Sy§te
0 Repair C Masonry SEP Permit# 14 43 --0 Demolition 0 Other: Bedrooms: Water Supply:
Existing: Setback: 0 Private well 0 Two Party
Type of Heat: Proposed: Ci Public
g l ee. Total: Name of System:
If this is a Commercial Project 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:
1 Underground Tank 1 Above ground Tank Size of Propane Tank:
1 Heat Stove 1 Cook Stove 1 Woodstove 1 Fireplace Insert 1 Hot Water Tank 1 Pellet Stove 1 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 properly
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 Office Use Only Amount Revision
Main Floor Heated EH Bld App Review: w.4-1 o cr
2ntl Floor Heated Consistency Review: -(3°
Other Heated ', e,1 ?{o Base fee:
J
r 4l0 •
Mezzanine Additional Section: I G , vc-
Heated Basement Plan Check fee:
41-44e _ CC)
Unheated Basement State Surcharge fee:
Other Unheated Pot Water Review fee: —
Garage/Carport f/_ .0 SUBTOTAL
2f t� -(p �- rOO MCI • o
Decks 911/Rd Approach fee:
Other
r-- -------- -'al 7-1' ` TOTAL: $ I.D - 00
Receipt Number: .151 '?N
Cash/Check Number:0
ESTIMATED COST(REQUIRED) Date: ,�� l ��'"""1 i I 1
•Fair market value of ail labor and materials foundation to finish Na `
1 - Z 0 Initials:
G:\PeunitCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc
• •
,�w�s0/De> JEFFERSON COUNTY• DEPARTMENT OF COMMUNITY DEVELOPMEN�^
�l 4, 621 Sheridan Street • Port Townsend • Washington 98368 I '360/379-4450 • 360/379-4451 Fax !�`�AzNhttp:i/www.co.jefferson.wa.us/commdevelopmenti 1 AUG 2 7 2014 j
_1 Il
i
JEFFERSON COUNTY
Stormwater Calculation Worksheet _ _nrpT T,, r„,„„<, Nr
MLA# - PROJECT/APPLICANT NAME: 1)hI i,/; Spct,tcr
DETERMINING STORM WATER MANAGEMENT REQUIREMENTS: This stormwater calculation worksheet should be completed first
to classify the proposal as"small,""medium,"or"large." The size determines whether a Stormwater Site Plan is required in conjunction
with a stand-alone stormwater management permit application, building permit application, or other land use approval application that
involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan, if required.
PARCEL SIZE(I.E.,SITE)
Size of parcel -, •o acres An acre contains 43,560 square feet. Multiply the acreage by this figure.
Size of parcel in square feel ri sq/ft
Land-disturbing activity is any activity that results in movement of earth, or a change in the existing soil cover (both vegetative and
non-vegetative) and/or the existing soil topography. Land disturbing activities include, but are not limited to clearing, grading, filling,
excavation, and compaction associated with stabilization of structures and road construction.
Native vegetation is vegetation comprised on plant species, other than noxious weeds,that are indigenous to the coastal region of the
Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as
Douglas fir, western hemlock,western red cedar, alder,big-leaf maple, and vine maple;shrubs such as willow,elderberry,salmonberry,
and salal; herbaceous plants such as sword fern,foam flower, and fireweed.
LAND DISTURBING ACTIVITY,CONVERSION OF NATIVE VEGETATION,AND VOLUME OF CUT/FILL
Calculate the total area to be cleared,graded,filled, Answer the following two questions related to
excavated,and/or compacted for proposed development conversion of native vegetation:
project. Include in this calculation the area to be cleared for.
Does the project convert 3/+acres or more of
Construction site for structures sq/ft native vegetation to lawn or landscaped areas?
Drainfield,septic tank,etc. sq/ft Circle: Yes ' No %
Well,utilities, etc. sq/ft Does the project convert 2 1/2 acres or more of
native vegetation to pasture?
Driveway, parking, etc. so/ft
Circle: Yes No _
Lawn, landscaping, etc. sq/ft
Other compacted surface, etc. sq/ft Indicate Total Volumes of Proposed:
Total Land Disturbance sq/ft Cut_ Fill (cu/yd)
[over]
stormwater calc worksheet-REV.10/12003 1
• •
Impervious surface is a hard surface that either prevents or retards the entry of water into the soil mantle as under natural conditions
prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increased rate of flow
from the flow present under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof
tops, walkways, patios, driveways, parking lots or storage areas, concrete or asphalt paving, gravel roads, packed earthen materials,
and oiled, macadam or other surfaces which similarly impede the natural infiltration of stormwater.
STORMWATER CALULATIONS–IMPERVIOUS SURFACE
NEW EXISTING
Structures (all roof area) sq/ft Structures (all roof area) ; =S soft
Sidewalks soft Sidewalks s q/ft
Patios sq/ft Patios sq/ft
Solid Decks soft Solid Decks sgift
(without infiltration below) (without infiltration below)
Driveway sq/ft Driveway ' - sq/ft
Other sq/ft Other sq/fl
Total New sq/ft Total Existing sq/ft
TOTAL NEW+TOTAL EXISTING` sq/ft *This amount will be used to check total lot coverage.
The following questions will help determine whether the proposed project is considered development or redevelopment.
DEVELOPMENT v.REDEVELOPMENT
Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: 7 ',:. %
Does the site have 35%or more of exstinq impervious surface? Circle: Yes No ;'
FURTHER INSTRUCTIONS: If the answer is yes, the proposal is considered redevelopment and the attached Figure 2 should be
used to determine the applicable Minimum Requirements. If the answer is no, the proposal is considered new development and the
attached Figure 1 should be used. At this juncture, the applicant should refer to the applicable Flow Chart to determine the Minimum
Requirements for stormwater management. DCD staff will help verify the classification of the project and the application requirements.
For proponents of "small" projects who must comply only with Minimum Requirement #2—Construction Stormwater Pollution
Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion and
prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction
Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet. Proponents of"medium" projects—those
that must meet only Minimum Requirements #1 through #5 and for large" projects—those that must meet all 10 Minimum
Requirements—are required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater Site Plan,
principally for rural residential projects. Complete the template in the Stormwater Site Plan Instructions and Submittal Template or
prepare a Stormwater Site Plan using the step-by-step guidance in the Stormwater Management Manual.
APPLICANT SIGNATURE _
-
By signing the Stormwater Calculation Worksheet, I as the applicanVowner attest that the information provided herein is true and
correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all
owners of the aff ted property.
41l--7/ —
( DOWNER OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE)
T5: e't t rW ct$JW'" r is .r—x., F r _ w s,.-----...=
-.IX-6,, a°' 12... .tt$' }c.. t.eF r .� [ < ti
J-'yy''y. •:i j.il . � \ _ ;? ..� _� �Y is C =.t•t _. 7. - ��l t
n.•. et"1. Dt 11171. ':.—:-A fif. 2 . 4V./:4�1?*1 •:' > . r. Tom" .. r� ;
stornwater cac worksheet—REV.10/12003
• 0 _
house
Roof 1 AE -11111
downspout
serves up to
700 sf. Of roof t� ;`.,.-
i� 11)11
50' min.
Vegetated "'""'""" I
flow path
.............. AMM
""'.. ill
\block
_
il
�—mow
Downspout extension
NTS
/ Splash
/ block
r
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Figure 3.1.7-Typical Downspout Splashblock Dispersion
VC :ume III—Hydrologic Analysis and Flow Control BMY.Ps—August 2012
3-16
•
Design Criteria for Splashblocks
A typical downspout splashblock is shown in Figure 3.1.7. In general, if
the ground is sloped away from the foundation and there is adequate
vegetation and area for effective dispersion,splashblocks will adequately
disperse stoup runoff If the ground is fairly level, if the structure includes
a basement, or if foundation drains are proposed, splashblocks with
downspout extensions may be a better choice because the discharge point
is maved..away from the foundation. Downspout extensions can include
piping to a splashblock/discharge point a considerable distance from the
downspout, as long as the runoff can travel through a well-vegetated area
as described below.
The following apply to the use of splashblocks:
1. Maintain a vegetated flowpath of at least 50 feet between the discharge
point and any property line, structure, slope steeper than 15%,stream,
wetland,lake, or other impervious surface. Sensitive area buffers may
count toward flowpath lengths.
2. A maximum of 700 square feet of roof area may drain to each
splashblock.
3. For purposes of maintaining adequate separation of flows discharged
from adjacent dispersion devices,the vegetated flowpath segment for
the splashblock must not overlap with other flowpath segments, except
those associated with sheet flow from a non-native pervious surface.
4. Place a splashblock or a pad of crushed rock(2 feet wide by 3 feet
long by 6 inches deep) at each downspout discharge point.
5. No erosion or flooding of downstream properties may result.
6. Have a geotechnical engineer or a licensed geologist,hydrogeologist,
or engineering geologist evaluate runoff discharged towards landslide
hazard areas. Do not place Splashblocks on or above slopes greater
than 15%or above erosion hazard areas without evaluation by a
professional engineer with geotechnical expertise or a licensed
geologist, hydrogeologist, or engineering geologist, and approval by
the Local Plan Approval Authority.
7. For sites with septic systems,the discharge point must be downslope
of the primary and reserve drainfield areas. This requirement may be
waived if site topography clearly prohibits flows from intersecting the
drainfield or where site conditions (soil permeability, distance between
systems;etc) indicate that this is unnecessary.
Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012
3-15
Standard Conditions for Resides Development in Jefferson County
1. LIGHTING: Lighting fixtures shall be designed and hooded to prevent the light source from being directly
visible from outside the boundaries of the property. The intensity or brightness of all lighting, during
construction and after project completion shall not adversely affect the use of surrounding properties or
adjoining rights-of-way.
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.
2. BUILDING HEIGHT: The building height is not to exceed 35 feet.
3. OUTDOOR STORAGE: Outdoor residential storage shall be maintained in an orderly manner and shall
create no fire, safety, health or sanitary hazard.
4. UNLICENSED VEHICLES: 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.
5. PARKING: A minimum of two (2) on-site parking spaces shall be provided for the single family residence.
6. This permit has been reviewed consistent with JCC 18.40.130 & 140. Notice: this permit does not excuse
the applicant from complying with other local, state and federal ordinances, regulations or statues,
applicable to the proposed development, but consistent with RCW 90.58. Future development beyond
that specified in this permit shall require further review.
7. BMPs: 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.
8. NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal
ordinances, regulations, or statutes applicable to the proposed development, but consistent with RCW
90.58.
Development pursuant to this permit shall be undertaken subject to the applicable policies and
performance standards of the Jefferson County Shoreline Management Master Program and the Jefferson
County Unified Development Code.
If during excavation or development of the site an area of potential archaeological significance is
uncovered, all activity in the immediate area shall be halted, and the Administrator shall be notified at once.
The Federal Endangered Species Act rules to protect threatened Chinook and Summer-run Chum salmon
became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under
the ESA, any person may bring lawsuit against any individual or agency that"takes" listed species (defined
as causing harm, harassing, or damaging habitat for the listed species). In addition, the National Marine
2013-03-07_5FR_StdConditions 3/7/2013 1
Fisheries Service can levy pena"Tfies. Portions of Jefferson County, Inc!, marine waters are included
as "critical habitat"for a listed species. Development of property along any marine shoreline, freshwater
shoreline,
or floodplains could harm habitat if protective measures are not taken. To minimize the potential to
damage habitat, all property owners developing adjacent to marine shoreline, freshwater shoreline, or
floodplains are advised to do the following:
All development activities should avoid unstable slopes, wetlands, and forested areas near surface
waters
Remove minimal vegetation for site development, especially large trees
Allow trees that have fallen into surface waters to remain there
Infiltrate stormwater from buildings and driveways onsite through drywells rather than discharging
directly into surface waters or roadside ditches
The Federal Bald and Golden Eagle Protection Act requires landowners within 660 feet (118th of a mile) of
an eagle nest to consult with the US Fish and Wildlife Service. This Eagle Act prohibits anyone from
"taking" bald eagles. This federal law defines the term "take" and describes the possible legal
consequences when a "take" occurs. Among other actions, "take" includes a disturbance of bald eagles or
their habitat. Under federal law a permit may still be required for activities that impact bald eagles or their
habitat. Contact the US Fish and Wildlife Service (http://www.fws.gov/pacific/eagle/) to learn more about
how this law affects your project.
Any individual, group, or agency can bring suit for a listed species "taking", even if you are in compliance
with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting
with a professional fisheries habitat biologist, and following the recommendations for site development
provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle,
or the U.S. Fish and Wildlife Service.
2013-09-06_SFR_StdConditions 9/6/2013
2
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Parcel Details Page 1 of 2
• •
r ka Jefferson County
Database Took
Home County Info Departments Search
Parcel Number 941500028 1 SEARCH
Parcel Number: 941500028 Printer Friendly
Owner Mailing Address:
PHILIP SPOONER
561 SADDLE DR
PORT TOWNSEND WA98368-8905
Site Address:
561 SADDLE DR
PORT TOWNSEND 98368
Section: 18 School District: Port Townsend (50)
Qtr Section: SW1/4 Fire Dist: Chimacum (1)
Township: 30N Tax Status: Taxable
Range: 1W Tax Code: 0111
Planning area: Quimper (2)
Sub Division: 9415 - CAPE GEORGE VILLAGE #7
Assessor's Land Use Code: 1100 - Residential - Single Unit
Property Description:
CAPE GEORGE VILLAGE DIV 7 LOT 28
Tax, A/V, Sales, Photos, and
Permit Data Bldq Data Map Parcel Plats&Survey
_q
Monitoring Info
4N. Jefferson County HOME 1 COUNTY INFO I DEPARTMENTS I SEARCH
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http://www.co.jefferson.wa.us/assessors/parcel/parceldetail.asp?Parcel_NO=941500028 8/28/2014
SOUND BUILDING SYSTEMS INC Page 1 of 2
• •
4 Washington State Department of
labor & Industries
SOUND BUILDING SYSTEMS INC
Owner or tradesperson 3546 THORNDYKE RD
WELTER, RICHARD A JR PORT LUDLOW, WA 98365
3601337-1219
Principals JEFFERSON County
WELTER, RICHARD A JR, PRESIDENT
WELTER, RACHELLE MARIE, VICE
PRESIDENT
(End: 07/27/2012)
CARY, CANDACE, TREASURER
(End: 07/27/2012)
Doing business as
SOUND BUILDING SYSTEMS INC
WA UBI No. Business type
601 856 896 Corporation
License
Verify the contractor's active registration/license/certification (depending on trade) and any past violations.
Construction Contractor Active.
Meets current requirements.
License specialties
GENERAL
License no.
SOUNDBS027NM
Effective—expiration
08/14/1998—08/19/2016
Bond
Lexon Ins Co $12,000.00
Bond account no.
9815628
Received by L&I Effective date
11/21/2012 12/01/2012
Expiration date
Until Canceled
Bond history
Insurance
DEVELOPERS SURETY& INDEM CO $1,000,000.00
Policy no.
BIS00001729
https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601856896&LIC=SOUNDBS027NM&SAW= 8/28/2014
SOUND BUILDING SYSTEMS INC Page 2 of 2
Received by L&I • Effective date 11
11/19/2013 12/01/2009
Expiration date
12/01/2014
Insurance history
Savings
N
. ....... . ...
o savings accounts during the previous 6 year period.
Lawsuits against the bond or savings
No lawsuits against the bond or savings accounts during the previous 6 year period.
L&I Tax debts
No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts
may be recorded by other agencies.
License Violations
No license violations during the previous 6 year period.
Workers' comp
Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums.
L&I Account ID Account is current.
895,894-01
Doing business as
SOUND BUILDING SYSTEMS INC
Estimated workers reported
Quarter 2 of Year 2014 "4 to 6 Workers"
L&I account representative
TO/KRISTINE HATHAWAY(360)902-4811 -Email: HATK235 @Ini.wa.gov
Workplace safety and health
No inspections during the previous 6 year period.
Washington State Dept.of Labor&Industries. Use of this site is subject to the laws of the state of Washington. AooE'Sy
ASA Washington''
https://secure.lni.wa.gov/verify/Detail.aspx?UB1=601856896&LIC=SOUNDBS027NM&SAW= 8/28/2014
Jefferson County Building Division Permit Number: BLD14-00310
Applicant: SPOONER
BUILDING PERMIT INSPECTION APPROVALS Applicable Code: 2012 International Building Codes
To schedule inspections, call (360)379-4455 no later than 3:00PM the day before the inspection is needed.
Requests received after 3:00 PM will not be scheduled for the next 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 /,—r'1 /*? S-
T
Erosion Control
Post Holes / ;9/,46-1:1
Foundation Footing °I
Footing Drains
Foundation Stem Wall
Underground Plumbing Z�3'ts
Straps(hold downs)
Ext.Shear Wall Nailing
Rough-in Plumbing
Framing (
Wallboard Nailing
Drywell/Alt Drainage
Address Posted
Septic System Finaled 9/18/14 sep14-65 (not installed this date)to connect to exising system
SEP02 181 (finaled)
A final inspection will not be scheduled until all of the
following are completed and signed off by the applicable
Department:
• Building Permit Conditions are met
• Septic Permit Final/Complete for any building
containing plumbing
• Land Use Conditions met and signed off
• Public Works Permit Final(where applicable)
FINAL INSPECTION i 31 I S
FINAL INSPECTION WIUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED
THIS PERMIT IS VALID FOR ONE YEAR
• •
CONDITIONS for Building Permit # :BLD14-00310
1.) 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.
2.) The site plan as submitted with the Building Permit application for a 1,008 square foot pole
building with 144 sq.ft. heated bathroom on August 28, 2014 has been reviewed for
consistency under the UDC, and has been approved by Jefferson County Department of
Community Development. Any modifications, changes, and/or additions to the stamped,
approved site plan dated September 8, 2014 shall be resubmitted for review and approval
by Jefferson County Department of Community Development.
3.) This approval is for a 1,008 square foot pole building with 144 sq. ft. heated bathroom
only. Any future permits on this site are subject to review for consistency with applicable
codes and ordinances and does not preclude review and conditions which may be placed
on future permits.
4.) TSW
Widemark\datalforms\F_BLD_Permit_Bldg.rpt 9/19/2014
BUILDING PERMIT
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
PERMIT #: BLD14-00310 Received Date: 8/28/2014
SITE ADDRESS: 561 SADDLE DR Issue Date 9/19/2014
PORT TOWNSEND, 98368 Expiration Date 9/19/2015
OWNER: PHILIP SPOONER PHONE:
561 SADDLE DR
PORT TOWNSEND WA 98368-8905
9415
SUBDIVISION: Block: Lot: 28
PARCEL NUMBER: 941500028 Section: 18 Township: 30 N Range: 1V
CONTRACTOR: SOUND BUILDING SYSTEMS PHONE: (360)437-1219
3546 THORNDYKE RD
PORT LUDLOW WA 98365-8229
Contractor's License SOUNDBS027NM Expires 8/19/2016
PROJECT DESCRIPTION: New Pole Building Garage with 1 bathroom heated (144sq ft)
TYPE OF WORK GAR SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN:
VALUATION 32,659.00 ADD'L: HEAT TYPE: EEE
CODE EDITION: 2012 HEAT BASE: HEAT TYPE:
OCCUPANCY: UNHEATED: #OF STORIES:
OCCUPANCY: OTHER:
CONST TYPE: GARAGE: 1,008 SHORELINE:
CONST TYPE: DECK: SETBACK:
BANK HEIGHT:
SEWAGE DISPOSAL: ALT
WATER SYSTEM: Type Amount Paid By: Date: Receipt:
BEDROOMS: BATHROOMS: Permit $410.00 SRE 08/26/14 151392
Exist: Exist: Plan Check $266.50 SRE 08/26/14 151392
Prop: Prop: 1 State Building Code $4.50 SRE 08/26/14 151392
Total: Total: 1 Total: $681.00
Directions to Site:
HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL INSPECTION
THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED
BUILDING INSPECTION HOT-LINE 379-4455.
Request must be received by 3pm the day before the inspection is needed.
Office Hours 9:00 am -4:30 pm MONDAY- THURSDAY
HOT LINE AVAILABLE 24 HOURS A DAY
SPECIAL CONDITIONS APPLY-SEE ATTATCHED