HomeMy WebLinkAboutBLD2008-00143 ItUILDING PERMIT APPLICA*N iM1lIReview
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Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD08-00143 Received Date: 4/9/2008
SITE ADDRESS: 5343 W VALLEY RD
CHIMACUM, 98325
OWNER: LILLIAN T HILTON PHONE: (360) 379-2792
MANNING LB JACOB
PO BOX 193
CHIMACUM WA 98325-0193
SUBDIVISION: Block: Lot: +
PARCEL NUMBER: 801033004 Section: 3 Township: 28 N Range: 01 W
CONTRACTOR: OWNER/BUILDER PHO /
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REPRESENTATIVE: \) :
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PROJECT DESCRIPTIOP 144 SQ FT POWER SHED
TYPE OF WORK GAR SQUARE
QU RE FOOTAGE.
TYPE OF IMP NEW MAIN:
VALUATION 3,633.00 ADD'L: HEAT TYPE: UH
CODE EDITION: 2006 HEAT BASE: HEAT TYPE:
OCCUPANCY: UNHEATED: #OF STORIES:
OCCUPANCY: OTHER:
CONST TYPE: GARAGE: 144 SHORELINE:
CONST TYPE: DECK: SETBACK:
BANK HEIGHT:
SEWAGE DISPOSAL: CON
WATER SYSTEM: PWELL
BEDROOMS: BATHROOMS:
Exist: 0 Exist: 0
Prop: 0 Prop: 0
Total: 0 Total: 0
Routinq Date:
'4 1 q l o% Ct
Type Amount Paid By: Date: Receipt: Approved/Date
Permit $97.25 KAS 04/09/08 97304
Plan Check $63.21 KAS 04/09/08 97304
State Building Code $4.50 KAS 04/09/08 97304
Total: $164.96
Jefferson County Building Dion Permit Null BLD08-00143
Applicant: HILTON
BUILDING PERMIT INSPECTION APPROVALS applicable Code: 2006 International Building Codes
To schedule inspections, call (360)379-4455 no later than 7:00 A'1 the day of the inspection.
Requests received after 7:00 AM will not be scheduled for that clay'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
Erosion Control
Foundation Footing •
Footing Drains
Foundation Stem Wall
Underground Plumbing
Straps(hold downs)
Ext. Shear Wall Nailing
Rough-in Plumbing
Framing 7J2s4S
Blocking
Wallboard Nailing
Drywell/Alt Drainage
Address Posted
FINAL INSPECTION •7/Z-A '
FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED
THIS PERMIT IS VALID FOR ONE YEAR
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cor, JEFFERSO UNTY •
��I`� �VjED I `1 �" DEPARTMENT OF COMMUNITY DEVELOPMENT
w N '� 9 2008
`' '� 621 Sheridan Street • Port Townsend •Washington 98368 APR -360/379-4450 • 360/379-4451 Fax
�SHING`Sp� www.co.jefferson.wa.us/commdevelopment it ri rnr+no, „;I
Master Permit Application MLA: 0 6- 17LI
Project Description(include separate sheets as necessary):
5 ir.n 4.1% 9O'Artrf S c(
Tax Parcel Property
Number: ' 'O i 0 3 3 00 LI Size: a o .05 (acres/square feet)
Site Address and/or Directions to Property: n
5-3 LII 3 l v • U i 1'e..9 1.2.00A- c( C 1R i r^r,c.c�0."-- W A. cet5 3
Property Owner(s)of Record: , ,e I . l-5 I 1.‘ crv' L J41 -t— -lc,c p h
Telephone: 9,40b 3So —33`{ ►aa4 Fax: /V /k • email:
Mailing Address: 90 la cr,g 1c4 3 C {vs.C. L.L7'l%- ' A- 4O a
Applicant/Agent(if different from owner):
Telephone: �} f Fax: email: h i t 1.vv►(€J o i l t o V 5. 1�tz+
Mailing Address: /_
Whai_cind of Permit? (Check each box that applies
uilding 0 Variance(Minor, Major or Reasonable Economic Use)
❑ Demolition Permit 0 Conditional Use[C(a), C(d),or C]**
❑ Single Family 0 Garage Attached/Detached 0 Discretionary"D"or Unnamed Use Classification
❑ Manufactured Home 0 yadtilar 0 Special Use(Essential Public Facilities)**
❑ Commercial* 0 e‘sw `S‘,.a.c% 0 Boundary Line Adjustment
❑ Change of Use 0 Short Plat**
❑ Address 0 Road Approach 0 Binding Site Plan**
❑ Home Business 0 Cottagelndustry 0 Long Plat**
O Propane 0 Planned Rural Residential Development(PRRD)/Amendments**
❑ Sign 0 Plat Vacation/Alteration**
❑Allowed"Yes"Use Consistency Analysis 0 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
O 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 and any required later inspections. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the
time of the application t at he or she wants prior notice.
Signature: tti— PN, (�1...- Date: '1/810 'j
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 with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual
and non-transferable r=/ponsibility for adhering to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below.
Signature: fr, vim-► V^,/ (/'•--- Date: S//6/0 Sr
G:\PermitCenter\###FORMS###\DRD FORMS\Master Permit Application 12-19-2006.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: w� c7 . - Date: Ay/ ei0
GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX:
( ) ( )
MAILING ADDRESS: EMAIL:
CONTRACTOR'S LICENSE WAINS
NUMBER: NUMBER
ARCHITECT/ENGINEER: PHONE ( ) FAX: ( )
MAILING DDRESS: EMAIL
Pr ' ct Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal:
New —Wood Existing: ❑ Sewer
❑ Addition ❑ Steel Proposed: Bank ❑ Community System
❑ Alteration/Remodel ❑ Concrete Total: T Heigh • ❑ Individual System
❑ Repair ❑ Masonry SEP Permit# O=PI' -
❑ Demolition ❑ Other: Bedrooms: Water Supply:
Existing: Se [yiPrivate well ❑ Two Party
Type of Heat: Proposed: ❑ Public
N/k 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:
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 Office Use Only Amount Revision
Main Floor Heated r - EH Bld App Review:
2nd Floor Heated Consistency Review:
Other Heated APR - 9 2OU8 Base fee: Gm
f a5
Mezzanine Additional Section: _____,
', ,'t ran�
Heated Basement ,: E +,uii Plan Check fee:
(DIa1
Unheated Basement State Surcharge fee: ,1 5
Other Unheated 14 9 r ` l-`Iot Water Review fee:
Garage/Carport t SUBTOTAL
Decks 911/Rd Approach fee:
Other TOTAL: $ MI I (16,
Receipt Number: q 1J304
Cash/Check Number: aao,_
ESTIMATED COST(REQUIRED) Date:
•Fair market value of all labor and materials foundation to finish q l Q$ _
°� Initials:
4000
G:\PermitCenter\###FORMS###\DRD FORMS\Master Permit Application 12-19-2006.doc
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r °& JEFFERSON COUNTY RECErVFD
41-,
ti DEPARTMENT OF COMMUNITY DEVELOPMENT
APR — 9 2008
,) . . 621 Sheridan Street • Port Townsend •Washington 98368
O 360/379-4450 • 360/379-4451 Fax
� ``):4rING`' http://www.co.jefferson.wa.us/commdevelopment/ ulEfr nrn" p';H.,,, n
Stormwater Calculation Worksheet
MLA# eb I V 3 3, co'-4 08- I, 1 PROJECT/APPLICANT NAME: +el 1 "WY% ( J CA,C d to
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 ao• &acres An acre contains 43,560 square feet. Multiply the acreage by this figure.
Size of parcel in square feet 15-1')- ' O-)- sq/ft
I
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 ncxious 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'/.acres or more of
Construction site for structures / 4/L/ sq/ft native vegetation to lawn or landscaped areas?
Drainfield, septic tank, etc. 0 Al A' sq/ft Circle: Yes 6
Well, utilities,etc. AI A- sq/ft Does the project convert 2 '/2 acres or more of
native vegetation to pasture?
Driveway, parking, roads, etc. Al /\ sq/ft -
Circle: Yes (No
Lawn, landscaping,etc. AO /6 0 sq/ft
Other compacted surface, etc. Al Pr sq/ft Indicate Total Volumes of Proposed:
Total Land Disturbance 1? L} 4 sq/ft Cut 6 Fill (- (cu/yd)
[over]
stormwater calc worksheet—REV.2/20/2008 1
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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 C EXISTING 1
Structures(all roof area) / 7 D sq/ft Structures(all roof area) a T c( sq/ft
Sidewalks � sq/ft Sidewalks N A sq/ft
Patios 0' sq/ft Patios AJA sq/ft
Solid Decks sq/ft Solid Decks N sq/ft
(without infiltration below) (without infiltration below)
Driveway, parking, roads,etc a sq/ft Driveway, parking,roads,etc / 0 0 sq/ft
Other t sq/ft Other A)r/y0 sq/ft
Total New / ? p sq/ft Total Existing ! sq/ft
TOTAL NEW+TOTAL EXISTING* J 6 0 3 g 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: 1 . %
Does the site have 35%or more of existing 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,.J 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 oft e affected property. APR - 9 2008
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(LANDOWNER OR AUTHORIZED REPRESENTATIVE SIGNATURE) fl D (DATE/
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stormwater calc worksheet—REV.2/20/2008 2
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RECEIVTFD
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1,itifrIV3 JEFFERSON COUNTY APR - 9 2008
DEPARTMENT OF COMMUNITY DEVELOPMENT
JEfFfP� � �N 621 Sheridan Street • Port Townsend • Washington 98368 ' fEON CO.1l I r OCO
..60 360/379-4450 . 360/379-4451 Fax
Nd' http://www.co.jefferson.wa.us/commdevelopment/
STORMWATER SITE PLAN SUBMITTAL TEMPLATE
MLA# OO- 114 PROJECT/APPLICANT NAME: L. ,c` - 14l Pr are 1 J G.l J G p b
Please answer all of the following questions to the best of your ability. Where the question calls for depiction on a site map, the
applicant may choose to either incorporate the elements into the general plot plan for the Master Land Use Application or to submit a
separate stormwater site plan map.
Project Overview
1. Describe the proposed developed conditions of the site. Indicate position and relative size of proposed improvements on the
site map. 1
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Existing Conditions Summary
2. Describe the existing topography. Indicate contours on the site map.
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3. Describe the existing vegetation. Indicate native vegetation areas on the site map.
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4. Describe the existing soils. Indicate s�type on the site`map.
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5. Describe the existing site hydrology(i.e.,drainage; behavior of water on the site—above, below, and on the ground). Indicate
existing stormwater drainage to and from the site on the site map. Depict separate drainage basins on the site map, if
applicable,and indicate acreage of each.
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6. Describe any excess levels of noise generated by the proposed use or activity:
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7. Describe significant geographic features and critical areas (i.e., environmentally sensitive areas such as wetlands, streams,
steep slopes,etc.)on the site. Indicate location on the site map.
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8. Describe the general vicinity of the site,includind adjacent land uses and structures, utilities, roads, and sensitive/critical areas
(streams,wetlands,lakes,steep slopes,etc.).
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Permanent Stormwater Control Plan
This portion of the Stormwater Site Plan consists of the selection and installation of the appropriate stormwater control BMPs
and facilities to remain in place after construction of the project is completed.
"Medium" size projects are required to have the totals calculated of all impervious surfaces, pollution-generating impervious
surfaces, and pollution-generating pervious surfaces to verify that the thresholds for treatment facilities and flow control
facilities are not exceeded.
g. Describe the developed site hydrology, as proposed. Indicate whether stormwater will be fully dispersed(i.e., per BMP T5.30
in the Manual)or, if not,what types of stormwater flow control will be utilized for the site or specific threshold discharge areas
within the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities.
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10. If the project requires the use of stormwater treatment facilities, describe the types of stormwater treatment facilities proposed
for use on the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. [This is
normally for"large"projects or projects that involve the potential for dispersion of contaminants.]
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11. Describe the performance goals and standards applicable to the project.
APR - 9 2008
12. Describe the flow control system.
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stormwater site plan template—rev.10/1/2003 6
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13. Describe the water quality system.
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14. Describe the conveyance system analysis and design.
15. Describe the source of fill material,physical characteristics of fill material,and deposition of excess material.
16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the
Uniform Building Code.
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17. Describe the proposed surfacing material.
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18. Describe methods for restoration of the site.
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19. An Operation and Maintenance Manual is required for each flcw control and treatment facility. [This is normally required for
"large"projects only and only those for which facilities are required to control flow or treat runoff.] If included, list the Manuals
here.
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20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan.
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21. List other necessary permits and approvals as required by other regulatory agencies.lIf those permits or approvals include
conditions that affect the drainage plan or contain more restrictive drainage-related requirements,describe those conditions or
restrictions here.
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stormwater site plan template—rev.10/1/2003 7
••
CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN(SWPPP)
The Construction SWPPP addresses sediment and erosion control during construction. The BMPs indicated by the applicant in the
template that follows must be installed on the ground during all construction phases of the project. The proponent is responsible for
preventing sediment and erosion impacts to environmentally sensitive areas and off-site areas. Consult the Construction Stormwater
Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet for guidance, particularly with rural residential
development.
SECTION I—CONSTRUCTION SWPPP NARRATIVE
1. Construction Stormwater Pollution Plan Elements. Describe how each of the Construction SWPPP elements has been or
will be addressed. Identify the type and location of BMPs used to satisfy the required element. If an element is not applicable
to the proposal,justify in writing. Descriptions of the 12 Elements are found at section 2.5.2 of the Manual(beginning on page
2-15).
12 Required Elements—Construction SWPPP
1. Mark Clearing Limits.
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2. Establish Construction Access.
3. Control Flow Rates.
4. Install Sediment Controls.
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5. Stabilize Soils.
6. Protect Slopes.
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7. Protect Drain Inlets.
APR - 9 2008
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stormwater site plan template—rev.10/1/2003 8
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12 Required Elements-Construction SWPPP(continued)
8. Stabilize Channels and Outlets.
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9. Control Pollutants.
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10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site).
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11. Maintain Best Management Practices(BMPs).
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12. Manage the Project.
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2. Adjacent Areas.
a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential
areas, roads).
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b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400
yards).
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3. Environmentally Sensitive Areas.
a. Description of environmentally sensitive areas that are on or adjacent to the site. RE(
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stormwater site plan template—rev.10/1/2003 9
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b. Description of special requirements for working in or near environmentally sensitive areas.
4. Erosion Problem Areas. Description of potential erosion problems on site in the context of the characteristics of the on-site
soils(e.g.,erodibility,settleability,permeability,depth,texture,soil structure).
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5. Construction Phasing.
a. Construction sequence
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b. Construction phasing(if proposed)
6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual).
Provide a proposed construction schedule.
II. Wet Season Construction Activities.
a. Proposed wet season construction activities.
b. Proposed wet season construction activities for environmentally sensitive areas.
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7. Financial/Ownership Responsibilities.
a. Id ntify the property owner resppnsiblet for the initiatio of bonds and/or other finan ialAsecuri securities. 13
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b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation
impacts.
8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following applicablet
a. Sediment Ponds/Traps. N 'r
b. Diversions. /V4
c. Waterways. N Ir APR - 9 2008
d. Runoff/Stormwater Detention Calculations ti e
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stormwater site plan template—rev.10/1/2003 10
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Stormwater Site Plan Changes
If the designer wishes to make changes or revisions to the originally approved Stormwater Site Plan, the proposed revisions shall be
submitted to DCD prior to construction. The submittal shall include substitute pages that include all proposed changes, revised
drawings showing any structural changes,and any other supporting information that explains and supports the reason for the change.
Final Corrected Plan Submittal
If the project included construction of conveyance systems,treatment facilities,flow control facilities, or structural source control BMPs
(not standard on-site stormwater management BMPs),the applicant shall submit a final corrected plan ("as-builts")when the project is
completed. These should be engineering drawings (stamped by a licensed civil engineer) that accurately represent the project as
constructed.
APPLICANT SIGNATURE
By signing the Construction SWPPP 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 affected property.
(LANDOWNER OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE)
THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED:
APR - 9 2008
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stormwater site plan template—rev.10/1/2003 12
GENERAL NOTES:
AWL.K.ABI_E CODES
INTERNATIONAL RESIDENTIAL. BUILDING CODE 2003
UNIFORM PLUMBING GODE (U.P.C.) 2000 EDITION
UNIFORM MECHANIGAL CODE (U.M.G.) 1997 EDITION
UNIFORM FIRE CODE (U.F.G.) 1997 EDITION
NATIONAL ELECTRCA!_ CODE (N.E.C.) 2002 EDITION
WASHINGTON STATE ENERGY CODE (W.5.E.C.) 2003
1. PRESUMED SOIL LOAD BEARING 15 1500 PSF
2. MINIMUM GDMPRE55N/E STRENGTH OF CONCRETE
TO BE 2500 PSI AT 28 DAYS — -
3. R'F-INFORCING BARS TO BE ASTM A015 GRADE 40
4, FOOTING TO BEAR ON FIRM, UNDI5TURBED. NATIVE SOIL
5, ALL WOOD- IN CONTACT V✓ITH CONCRETE OR
GROUND TO BE PRESSURE TREATED.
ALL METAL IN CONTACT WITH TREATED WOOD TO
BE HOT DIPPED GAL VMIZED OR STAINLESS STEEL
6. TYPICAL HOLDDOWN 15 PHD2-SD53 WITH 5/6' DIA
5ST1316 W/ 5/8• GOUPLER NUT If 5/8' ALL THREAD
7. PROVIDE 3/4' 48/24 STRUCT. 1 OR 11 PL'(WOOD
SUBFLOOR GLUE AND NAIL WITH 6d (V
16.6.C. EDGES It 12-O.C. FIELD
B. SCREW PATTERN FOR ALL SHEETROCK 15
8- O.G (P EDGES & 12- O.C. IN FIELD
9. GUARDRAILS 34' TO 36- ABOVE FLOOR.
BALUSTRADE5 SPACED WITH MAXrlUr-1 4 CLEAR
SPAGE BETWEEN
10. 11/2- ROUND HANDRAILS 34' TO 38' ABOVE NOSING
MOUNTED 1 1/2' FROM WALL.
RETURN ENDS TO WALL OR NEWEL POSTS
11. 5r0KE DETECTORS HARDWIRED 110v WITH BATTERY
BACKUP. AUDIO INTERCONNECT ALL DETECTORS. \
12. LOCATE PROPANE TANKS 16 MINIMUM FROM ANY
IVN'I710N 5OURGE.
BP
BRACED PANEL
A8• WIDE MINIMUM
7/16' WOOD STRUCTURAL PANEL -I SIDE
6d V 6- oc EDGES/ 12' r FIELD
NO H oLDDOWNS QEau(RED
ATP
z�+aC^vi
ALTERNATE BRACED PANEL
32'MINI. WDTH IO-Gr MAX HGT.
I f,TORY: 7/145" PLAkv SHTHG - 1 SIDE
8d V 6' oc EDGEEV 12•, FIRI
(2) h Tp2 SD53 w/ 5.51016 1 IOLDDOWNS
OR (2) MSTCAO w.126-16d, IF UP -,DER -STORY
131-000 ALL HC"Z. EDGES
DOUBLE STLV5 (P EACH END
(?) 1/7 EXk x ICY ANC. EOLTS
1 sr STORY OF 2 STORY
7/16 P_YWD SHIHG -:2 9DE5
Bd ® 6' Dc EDGET>/ 12 x FIELD
(2) PH02-9053 w/ 5ST810 HOLDDOWN
BL.OGK ALL HOP Z. EDGES
DOUBLE STUDS ® EACH END
(2) 1/2- DIAx 10' ANC. BOLTS
INTERIOR BRACED PANBI_
116 WIL)F L-IINIMUM
1,12' GYPSUM BOARD BOTH SIDES
NO HOLDDOWNS REWIRED _ - -
5d VT Oc T1+.ROUGHOUT WITH ALL. HORZ. EDGES
BLOCKED OR 5d C 4' vc TI-1ROUGHOUT -NO
BLOCKING REO - SUPPORTED BY BY EITHER FOUNDATION. WA♦_L
DOUBLE JOIST. OR BLIJCKING
------- ------ ------ -'-----'-'--
ZONE: 1 UNLIMITED GLAZING_ %_ OF FLR AREA
PRESCRIPTIVE PATH III
R-30
FLOORS
R-10_
51A8 ON GRAbt -
BELOW GRADE LS WAL ---
EXTERIOR WAI i S
VAULTED ROOFS
AREAS
_R-1 O
R 71
R-30
R-3B .ATTIC
0.40 _
`0.20
WINDOWS U-VALU_E__
DOORS
0.5B
_U_-VALUE
NKIT S U-VALUE
X
WHOLE HOUSE FAN
INLEGRATED AIR
III
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Inn- ter'
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F-
OWNERS : L.ELA HILTON
JAkE JAG06&
._
PI fONE : 200 - 799 - 2e33
/L
z
L)
PROJECT ADRE DSS:
-
5343 WEST VALLEY RD.
f 1
CHV•1AGUM. WA g33;25
41'
lY
PANCEL NO. 6(b1O33004
F-
)
ZONING:
III
JURISDICTION: JEFFERSON COUNTY
-I
Q
111
OCCUPANCY
I`
CL4531FICATION: GROUP R-3
i
TYPE OF CONSTRUGDON: V-N
1
ARF46:
m
u1
LOT SIZE: 20. 03 ,e.Gp..gy
3
1 v FLOOR: 184� 5F
`!-
2 nd FLOOR : 578 sr
nl
TOTAL LN1NG AREA: :?A20 SF
11PPER DECK 506 SF
n1
Lt.7VW UL-Lk: -AJd �H
COVERED Pl ORO f : E,q aF
WIND LOADS: 80 MP'H EXPO=IJRE G
SEISMIC ZONE: D2
SNOW L-O�D: 25 PSF
UVE LOAD: FLOOR 40 P-sr
DECK 60 PSFZ
DEAD LOAD: FLOOR t 2OOF 10 PSF
DECK$: 5 P5F