HomeMy WebLinkAboutBLD2005-00572 itILDING PERMIT APPLICAAN ML v
Reviewiew T Ty 537
ype: I
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD05-00572 Received Date: 9/2/2005
SITE ADDRESS:
PORT LUDLOW, 98365 C3 a)\
OWNER: ANTHONY A MONTI PHONE: 4;7-10 1_b
DORIS B MONTI
30 DEER HOLLOW RD
PORT LUDLOW WA 983659700 PORT LUDLOW NO 2 AREA 3
SUBDIVISION: Block: Lot: 44
PARCEL NUMBER: 990600344 Section: 9 Township: 28 N Range: 01 E
CONTRACTOR: PHONE:
PHONE:
REPRESENTATIVE: PHONE:
PROJECT DESCRIPTIOr NSRF W/ATT GARAGE
TYPE OF WORK RES SQUARE FOOTAGE:
TYPE OF IMP NEW
VALUATION 279,730.00 MAIN: 1,850
CODE EDITION: 2003 ADD'L: HEAT TYPE: EEE
OCCUPANCY: R_3 HEAT BASE: 850 HEAT TYPE:
OCCUPANCY: UNHEATED: 725 # OF STORIES:
CONST TYPE: 5N OTHER: 225
GARAGE: 610 SHORELINE:
CONST TYPE: SETBACK:
DECK: 420
BANK HEIGHT:
SEWAGE DISPOSAL: SEW
WATER SYSTEM: OTHER
BEDROOMS: BATHROOMS:
Exist: 0 Exist: 0
Prop: 2 Prop: 3
Total: 2 Total: 3
Routing Date: 0 is/c c 11-
Type Amount Paid By: Date: Receipt: Approved/Date
State Building Code $4.50 SLE 09/02/05 76613APPROVED
Potable Water Application $53.00 SLE 09/02/05 76613
Plan Check $1,301.14 SLE 09/02/05 76613 OCT 1 2 2005
Permit $2,001.75 SLE 09/02/05 76613
Total: $3,360.39 fferson Coup y Planning
Bui . ' I I artment
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rz7a,, r DEPARTMENT OF COMMUNITY DEVELOPMENT [ f 1) �' `� 621 Sheridan Street-Port Townsend•Washington 98368 L! j i SEP L 2��.:.;; 11 ..1 i
360/379-4450- 360/379-4451 Fax
�SHINCx`�O'� wow.co.jefierson.wa_us/commdevelopment
,EFP t,-i u err
Master Permit Application orr1 �1 - VV.! r i.,,�
•
Project Description(include separate sheets as necessary): /
t E-dE :ti�1.`t ��S rl?�bl�C Actri
Tax Parcel Property
Number 9 90 (Q00 all Shia: ti*{os S ,-::. (acres/square feet)
Site Address and/or Directions to Property: f..v-r l-{H-{ J Pvt. o„t L A E_ 1 Pc,�T 1..j.,Di...4,0
Property Owner(s)of Record: h N-Tit-Gµ 1 t D.3 1`44 r-1 i
Telephone: (2,kr)) 431- h(i(ii Fax: email: n7 d cram i 67 C0-4/1,:,, t.t
Mailing Address: .Sri '1�; ,;Z 0-7 Lt 4-34; P-+I ik-D
Applicant/Agent(if different from owner):
Telephone: I (,j( G> '/3 7—0 7/L Fax: ---
ermai: —
Mailing Address: S n rn e_ 0.4„S, e-hn v c'
What kind of Permit?(Check each box that apples)
ptBuilding U Variance(Mirror,Major or Reasonable Economic Use)
U Demolition Permit U Conditional Use[C(a),C(d),or C)••
ISingle Family U Discretionary•D'or Unnamed Use Classification
U Garage Attached/Detached U Special Use(Essential Public Facilities)•-
U Manufactured Home U Boundary Line Adjustment
U Modular U Short Plat**
U Commercial• U Binding Site Plan*•
U Change of Use U Long Plat**
U Address I Road Approach ❑ Planned Rural Residential Development(PRRD)/Amendments•-
)L Propane U Plat Vacation/Alteration•*
U Allowed'yes'Use Consistency Analysis U Shoreline Master Program Exemption/Permit Revisions••
ym Storwater Management U Shoreline Management Substantial Development•-
U Site Plan Approval Advance Determination(SPAAD)• U Shoreline Management Variance
U Temporary Use U Comprehensive Plan/UDC/Land Use District Map Amendment
U Wireless Telecommunication• U Jefferson County Shoreline Master Program Amendment
U Forest Practices Act/Release of Six-Year Moratorium
May require a Pie—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 relatingto his
application for permit(s).
_
OWNER SIGNATURE << ��+ u 7, Date: .�J%/, y C/J
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 beig null and void_
I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorneys 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.Access and right of entry to this property shall be requested and shall occur only during regular business
hours.
:.alit Yu lW4 t_ ' L� l r
Date: - '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
and non-transferable for adheringto andApp&cartt acknowledges that he.she or it holds individual
_ complying with the ESA The
Signature: -�,�,. Applicant has read this ofiscfaanet and signs and dates it below.
.;.- i` _,_ r7 )
Date:
C:\Documents and Settings\mochd\Desktop\Master Permit Application 7-8-04.doc
• OWNER 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 responsbdty of the General Contractor for the proposed project
X Signature: 1,., ,4, j . -
Date:
�' / �L' ' `- .t .:./>
GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHo E
. Fax:
( ) ( )
MAIUNG ADDRESS: EMAIL.
CONTRACTOR'S LICENSE WAINS
NUMBER:
NUMBER
ARCHITECT/ENGINEER: j f a M cy�1 QEae(., PHcric (20(7)g42 €%SFax:( )
MAIUNG ADDRESS: ( ZD-tO iconAGML
RA) EMAIL
Project Type: Frame Type: Bathrooms:
New Shoreline: Type of Sewage Disposal:
Wood Existing: 1j Sewer
J Addition po . Bank
U Steel Proposed: 2 r, a Community System
J Alteration/Remodel U Concrete Total: 2..:� Height
J Repair U Masonry U Individual System
J Demolition Bps: SEP Permit#
U Other. Water Supply:Existing: C Setback:
Type of Heat" Proposed: 2 U Private well a Two Party
CT�L Total: )(Public
Name of System:M1 W41-Zie.Q 4-
cy�!'t,tJ 1
If this is a Commercial Project you must answer the following:
Number of Parking Spaces: Current Proposed:
Number of occupants(includes owners,tenants, Number of ADA Parking Spaces:
employees,etc) Current Proposed
IBC Occupancy: IBC Type of construction: VI411 you have Food Service? Yes I No
If this is a Propane Tank and/or Appliance Installation permit,mark all items below that applv:
I Underground Tank ► Above ground Tank Size of Propane Tank:
I Heat Stove i Cook Stove i Wbrvistove 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 fora 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.
ISquare Footage
CurrentFor Office Use Only
Main Floor Proposed Comintency Review Amount
� J 01�5815�5� 41 .00
214"Floor _ Base fee:
3fOFloor Z60( -7S
Additional Section:
Mezzanine: �^
Plan Check fee: y 30(
Heated Basement State Surcharge fee:
Unheated Basement ® �t v5D 1��5.� it-So
72`J 102(.4. Pot Water Review fee: Z1.
00
Other Unheated
n p 911/Rd Approach fee:
Garage/Carport ( TQ7.0�
l (o1 b 14311.1d _ TOTAL S 359o.39
Decks
(,, /{ 7 q8E 0.110 Receipt,Number. / 6 rl 3
Other / ID sh/Check Number
73o14
ESTIMATED COST(REQUIRED) Da _
.Fair market value of all labor and materials foundation to finish -y
1; 1- c,cC'3 .T� �_.. �' a �!'��'` ��
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C:\Documents and Settings\mochil\Desktop\Master Permit Application 7-8,.....c I; SEP2 r l
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• 1110
BUILDING PERMIT
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
PERMIT #: BLD05-00572 Received Date 09/2/2005
SITE ADDRESS: 121 JACKSON LN Issue Date 10/12/2005
PORT LUDLOW, 98365
APPLICANT: ANTHONY A MONTI PHONE:
DORIS B MONTI
30 DEER HOLLOW RD
PORT LUDLOW WA 983659700
SUBDIVISION: PORT LUDLOW NO 2 AREA 3 Block: Lot: 44
PARCEL NUMBER: 990600344 Section: 9 Township: 28 N Range: 01 E
CONTRACTOR:
PROJECT DESCRIPTION: NSRF W/ATT GARAGE
CALL IN FOR THE REQUIRE INSPE�T,lONS THAT APPLY TO YOUR PROJECT.
SETBACKS: ,j, // zjACG�
UFFER: .0.05,74
Footing: er /0405
Foundation: DK 1203 05Ali
Stormwater FINAL Approval:
Underground Plumbing: OK I/04 A
Underground Insulation: OK /1 a V"
Shear Wall : An- 4 1xr Y4/D D Saap,¢s DK .;//5/o.
Sheathing:
Framing: E..ec Nar srcarno GAF F-qgc) D/lC 3 2$ oL
Plumbing: eye 3 7.7/DGAL--
Propane Tan / Lines: O- z o f oP A k O /8/4L
Insulation: Sao a� ��Z7 v� "M_0(2 -r eer,�„� �t F eK *flak
Sheetrock: C -`a'`,— ,
Septic Sytem nal Approva (If not on sewer):
Road Approach Final Approval:
Zoning Final Approval:
Final/Occupancy Approval: OK -Par GA Iy6
HEALTH DEPARTMENT AND PUBLIC WORKS APPRO QUIRED PRIOR TO FINAL INSPECTION
THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED
BUILDING INSPECTION HOT-LINE 379-4455. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS.
Office Hours 9:00 a.m. -4:30 p.m.
HOT LINE AVAILABLE 24 HOURS A DAY
SPECIAL CONDITIONS APPLY - SEE REVERSE
• •
SPECIAL CONDITIONS FOR CASE t BLD05-00572
1.) Critical Aquifer Recharge Areas may require special protection measures to mitigate water
quality degradation. The submitted proposal does not require additional aquifer
protection measures. However, during construction the project shall follow the Best
Management Practices (BMPs) and facility design standards as identified and defined in
the Stormwater Management Manual for the Puget Sound Basin.
2.) To help prevent seawater from intruding landward into underground aquifers, all new
development activity on Marrowstone Island, Indian Island and within 1/4 mile of any
marine shoreline shall be required to infiltrate all stormwater runoff onsite.
3.) VOLUNTARY MEASURES OF COASTAL&AT RISK SIPZ:
Water conservation measures:
1. Roof and other intercepted precipitation shall be routed to on-site detention ponds
and/or other approved means and allowed to be released to the soil slowly.
2. Water collected from Storm water and roof catchments may be used for watering
lawns and gardens. Unless catchment water has been treated to meet drinking water
standards, there shall be no cross connections allowed between the potable supply and
impounded water.
3. Water withdrawn from wells on each property shall not be used for watering of lawns
and/or gardens.
4. Ground water withdrawn from each property shall be restricted to a rate of three (3)
gallons per minute.
5. Installation of water conserving fixtures such as low flow toilets, faucets and shower
restrictors and other water saving plumbing fixtures.
6. Landscaping plan (xeriscaping, native vegetation with minimal amounts of irrigation).
Please NOTE that the above listed measures are not intended to be exhaustive, but rather
is intended to be illustrative of the types of water conservation measures.
4.) VOLUNTARY MEASURES OF COASTAL &AT RISK SIPZ:
1. Installation of a flow meter.
2. On-going well monitoring for chloride concentration.
3. Submittal of monitoring data to County.
5.) MANDATORY MEASURES FOR COASTAL SIPZ:
1. For proof of potable water on a building permit application, applicant must utilize
DOH-approved public water system if available.
2. If public water is unavailable, a qualifying alternative system may be used as proof of
potable water or an individual well may be used as proof of potable water subject to the
following requirement:
a. Chloride concentration of a laboratory-certified well water sample submitted with
building permit application.
3. If public water is unavailable, a qualifying alternative system may be used as proof of
potable water.
6.) The property owner shall comply with Water Conservation Measures (per list maintained
by the UDC Administrator).
7.) 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.) A Stormwater Site Plan has been submitted, reviewed by the PLDD and approved by the
Department of Community Development. Once the subject permit has been issued the
applicant shall fully implement the provisions of the submitted plan and contact the
Jefferson County Department of Community Development to arrange a schedule to
inspect the property for plan compliance. A Certificate of Occupancy will not be issued
until the Department verifies plan compliance. No clearing for roadways or utilities shall
occur on the project site until clearing necessary for the installation of temporary
sedimentation and erosion control measures have been completed.
9.) Outdoor residential storage shall be maintained in an orderly manner and shall create no
fire, safety, health or sanitary hazard.
10.) Not more than two (2) unlicensed or inoperable vehicles shall be stored on any lot less
than one-half acre 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 Unified Development
Code (UDC) Section 6. Outdoor storage of thirteen (13) or more unlicensed or inoperable
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 of the UDC,
and such storage shall meet the requirements of UDC Section 4.10. In no case, shall any
such unlicensed or inoperable vehiclesbe stored in an Environmentally Sensitive Area
(ESA).
11.) Maximum lot coverage is not to exceed 45%. Lot coverage is defined as amount of
impervious surface which includes roof tops, driveways, concrete, etc.
12.) The building height is not to exceed 35 feet.
13.) 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.
14.) 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.
15.) Minimum setback from Jackson Lane right-of-way shall be 5 feet. Minimum side and rear
yard setbacks shall be 5 feet. If and ESA is present, then the more stricter setbacks shall
apply.
16.) A minimum of two (2) on-site parking spaces shall be provided for the single family
residence.
17.) Per MPR Code Section 3.107, Accessory Dwelling Units (ADU's) shall not be allowed
within the MPR-SF zone.
I:\F_BLD_Permit_Buildng.rpt 10/29/19
77,4": 0N cpli
JEFFERSON COUNTY
;'� DEPARTMENT OF COMMUNITY DEVELOPMENT
621 Sheridan Street• Port Townsend •Washington 98368
360/379-4450 • 360/379-4451 Fax
F37N%� http://www.co.jefferson.wa.us/commdevelopment/
STORMWATER SITE PLAN SUBMITTAL TEMPLATE
MLA# 1(i (006 31-1`{ PROJECT/APPLICANT NAME: ty'( Z. ,);,a.. t I 1,k(
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.
Eov l (i`d-SD Si: 1.=,0TPe,*�r OF4 \Ikrk�•rt
Existing Conditions Summary
2. Describe the existing topography. Indicate contours on the site map.
Lc: 43ir i,i s tic e,i 1 as3` E 4 r-1 ►tt S - A-te
3. Describe the existing vegetation. Indicate native vegetation areas on the site map.
ILA uS _t.yt a,ArSJ
4. Describe the existing soils. Indicate soil type on the site map.
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.
Opt,:ri. Es; t s ltz...eL .
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6. Describe any excess levels of noise generated by the proposed use or activity:
CO “62.)
APPROVED
\
STORMWATER PLAN 'I
stormwater site plan template.doc—rev. 0/12/2003 5
OCT - 4 2005
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DEPT.OF CO . Y F L ME T
SIGNATU
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.
8. Describe the general vicinity of the site,including adjacent land uses and structures, utilities. roads, and sensitive/critical areas
(streams,wetlands,lakes, steep slopes,etc.).
'its: N"i its I-2-Q.Z L-t,
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.
1,- 1;J11,.1 s�rL -,�a�t`'Lr2Su�'•',] t
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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.]
11. Describe the performance goals and standards applicable to the project.
12. Describe the flow control system.
I, •
stormwater site plan template.doc—rev.10/12/2003 6
'0°1 _ Uut , .
13. Describe the water quality system.
14. Describe the conveyance system analysis and design.
'Pi t Cls }1 Icy u s To -1—eft)-(.C,< c:14 43 K-6 P Z di- -J U i-c)
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.
17. Describe the proposed surfacing material.
1��1vi�v:�j 1i��11 rSL LvJZ� �IPC�1+ ci 1 • tA _
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18. Describe methods for restoration of the site.
19. An Operation and Maintenance Manual is required for each flow 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.
20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan.
21. List other necessary permits and approvals as required by other regulatory agencies. If those permits or approvals include
conditions that affect the drainage plan or contain more restrictive drainage-related requirements,describe those conditions or
restrictions here.
stonnwater site plan template.doc-rev 10/12/2003 ( 7
i -'
0111 'PILOT
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.
2. Establish Construction Access.
3. Control Flow Rates.
4. Install Sediment Controls.
5. Stabilize Soils.
6. Protect Slopes.
7. Protect Drain Inlets.
4 4
stormwater site plan template.doc-rev.10/12/2003 8
IY
12 Required Elements—Construction SWPPP(continued)
8. Stabilize Channels and Outlets.
9. Control Pollutants.
10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site).
11. Maintain Best Management Practices(BMPs).
12. Manage the Project.
2. Adjacent Areas.
a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential
areas, roads).
b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400
yards).
3. Environmentally Sensitive Areas.
a. Description of environmentally sensitive areas that are on or adjacent to the site.
stormwater site plan template. c—rev.10/12/2003 , 9
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•
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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).
5. Construction Phasing.
a. Construction sequence
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.
7. Financial/Ownership Responsibilities.
a. Identify the property owner responsible for the initiation of bonds and/or other financial securities.
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,if applicable.
a. Sediment Ponds/Traps.
b. Diversions.
c. Waterways.
d. Runoff/Stormwater Detention Calculations
stormwater site plan template.doc—rev.10/12/2003 •
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_1
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'cwner 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.
(LANDOWN R OR AU ORIZED REPRESENTATIVE SIGNATURE) (DATE)
THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED:
•
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•
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❑RDS ❑F JEFFERS❑N COUNTY, WA, LUMBER
163,29 ALL LUMBER SHALL BE DOUGLAS FIR -LARCH AND SHALL CONFORM TO WWPA GRADING RULES. ALL LUMBER WITH A LEAST DIMENSION OF 2 INCHES
N83035/42�E �! _ (NOMINAL) SHALL BE STAMPED SURFACE DRY AND SHALL HAVE A MOISTURE CONTENT WHEN SURFACED AND WHEN INSTALLED OF NOT MORE THAN 19
— Dy O _ ----- PERCENT, U.N.O. LUMBER WITH A LEAST DIMENSION OF 3 INCHES (NOMINAL) OR GREATER SHALL BE STAMPED SURFACE -GREEN AND AIR-DRIED TO A
UTILTY B❑XE$ 126.-- MOISTURE CONTENT OF NOT MORE THAN 19 PERCENT PRIOR TO ITS USE IN FRAMING THE STRUCTURE. LUMBER GRADES SHALL
FUND � ______ _ --- -c�- - - ------ -
// \ WALL LIGHT FRAMING
HEADERS N0. 2RGRADE BE AS FOLLOWS:
�q�.0
------------ ADE
36.42 - HEA _ ----Q ---- ------ -----� �� JOISTS N0. 2 GRADE
--- E C7 PUMP _ — 1�,
LL _ _ \ BEAMS NO. 1 GRADE
ME ER --_-- - - - ,'� ' i POSTS NO. 1 GRADE
L❑4 ► _ T.
LEDGERS AND PLATES NO, 2 GRADE
N � ti\
No 17-1 i\ i li 2�,-\� t✓N EXTERIOR WALL SHEATHING SHALL BE 1/2" C-D PLYWOOD WITH EXTERIOR GLUE (PANEL INDEX 24/0)). ROOF SHEATHING SHALL BE 5/8" C-D
ii `�
�' (L WOO WITH EXTERIOR GLUE (PANEL INDEX (48/24)). FLOOR SHEATHING SHALL BE 3/4" T&G PLYWOOD WITH EXTERIOR GLUE (PANEL INDEX
I , L y / � � �� 32 16)).
ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY, OR EXPOSED TO WEATHER TO BE PRESSURE TREATED.
* L I -- ��0� LINE EXTERIOR WALL SHEATHING SHALL BE INSTALLED WITH 8D AT 6" O.C. TO ALL PANEL EDGES AND AT 12" O.C. T
FOOTING DRAIN AND \��� i I �� , , � � 0 INTERMEDIATE STUDS U.N.O.
' ' ' _ i-� TY E I CATCH BASIN � WALL SCHEDULE. BLOCK ALL UNSUPPORTED PANEL EDGES OF BRACED WALL PANELS AND SHEAR WALLS. IN SHEAR
DOWNSPOUt tICsHTLINE ` \ ' - i �_' 5 LID TOP 4 50'-O' FL UJ W N
-SEE DETAIL I� \ I i 5 ERSAL tR1=NGN PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WITH 10D 8D AT R
- ( ROOF) AT
2/X , \ 6 O.C. TO FRAMED PANEL EDGES AND BOUNDARY MEMBERS AND AT 10 O.C. (12 O.C. AT ROOF) TO INTERMEDIATE SUPPORTS.
�- - ' " PROVIDE FULL DEPTH BLOCKING AT LINES OF JOIST SUPPORTS. WHERE VENTING IS SHOWN THROUGH BLOCKING REFER
w°aI TRIPDRnr eAS �_ - -- 4 P p0U1r1SP UT TICsNTLINE ��\ ( TO ARCHITECT'S DRAWINGS)
SLOPE I E 11 gg�� i PROVIDE A MAXIMUM OF TWO 2 DIAMETER HOLES OR ONE 3 DIAMETER HOLE PER BLOCKING PIECE, DO NOT NOTCH BLOCKING.
OIL SE RA OR i �.
i ,� , TOENAIL EACH JOIST TO TOP PLATE OR BEAM BELOW WITH TWO 16D NAILS. PROVIDE DOUBLE JOISTS UNDER PARALLEL PARTITIONS ABOVE, WALLS
___ __�\��\ SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH TWO 16D NAILS AND TOENAIL OR END
SL PE ' SLOPE /' ,>- NAIL) EACH STUD TO BOTTOM PLATE WITH TWO 16D NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16D AT 12" O.C. AND LAP MI ',
AT
I SPLICES AND PROVIDE 6 - 16D NAILS EACH SIDE OF JOINT. STAGGER TOP PLATES AT CORNERS AND INTERSECTIONS AND NAILWITH2 - 6D NAILS.
„
SEW R FACE NAIL BOTTOM PLATE TO WOOD BELOW WITH 16D AT 12 O.C. TOENAIL BLOCKING OR RIM JOISTS TO WOOD BELOW WITH 16D AT 10" O.C.
BOLT BOTTOM PLATE TO CONCRETE BELOW WITH 5/8" DIAMETER ANCHOR BOLTS AT 4' - 0" O.C. WITH A BOLT WITHIN 10" OF ENDS OF PLATE, U.N.O.
Op E / --� 0, �p MAN ❑LE
_ TREE2 1,CDR IN SHEAR WALL SCHEDULE.
TIGHT-LI - -� _ �, PROVIDE FULL BLOCKING FOR COLUMNS THROUGH FLOORS TO SUPPORTS BELOW. ALL COLUMNS SHALL BE TWO STUDS MINIMUM. NAIL MULTI -STUD
4 P 90 CxALLON _ T__y____._------___ _ -� ma COLUMNS AND MULTI -JOIST BEAMS TOGETHER WITH 16D AT 12" O.C.
PR ANE TA __--------- -4m
-__ �---- ---- TIMBER CONNECTORS
CD
+ / �� 83 35 4 CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG TIE" BY SIMPSON COMPANY AS SPECIFIED IN THEIR CATALOG, #C-2000, OR
Z O / 116,77 APPROVED. NUMBER AND SIZE OF FASTENERS SHALL BE AS SPECIFIED BY THE MANUFACTURER. CONNECTORS SHALL BE INSTALLED
2 WITH THE MANUFACTURER'S RECOMMENDATIONS. IN ACCORDANCE
N /
THE 1 ,5C R j . / 23,23 I l� WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF T \ HE NAILS AND BOLTS IN EACH MEMBER. ALL NAILS SHALL BE COMMON.
/' g� ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MIN.) AS MEMBERS CONNECTED.
F❑ NEI /3 \ JOISTS ALL HORIZONTAL 2X JOISTS SHALL BE BE CONNECTED TO FLUSH BEAMSED TO FLUSH BEAMS AND LEDGERS WITH LU SERIES JOIST HANGERS. ALL DOUBLE 2X AND SKEWED
I ❑N IPE \ KEW ALL
AND/OR SKEWED ROOF JOISTS SHALL BE CONNECTED TAND EO FLUSH DGERS WITH
SWITH SLSOSIUTSERIESEJJOISTHANGRS.SHANGERS.CONNECTORS AS REQUIRED. ALL SLOPING LEGEND � SET 5/8" REBAR & CAP "A. l'❑❑D PLS 23911"
/I SET 5 FOOT STEEL FENCE PEST ❑N PROPERTY LINE ALL TJI FLOOR JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH JOIST HANGERS PER THE JOIST MANUFACTURER. ALL DOUBLE TJI BEAMS SHALL BE
4 n T Lj X R❑❑F" PEAK ELEVATION TAKEN CONNECTED TO FLUSH BEAMS WITH U SERIES JOIST HANGERS.
FOUND 3/8" REBAR AND CAP CARMAN LS 20642" ALL 1 3/4" LVL BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH :TT HANGERS.
o SET 3/8" REBAR FOR SURVEY CONTROL STATIONS
■ FOUND 5/8" REBAR AND CAP ' DEA CARMAN LS 20642"
ELEV. MAP & SURVEY BY: GLUE -LAMINATED TIMBER (GLB)
WOOD S LR V E Y I N G I N C. J❑B NO, F 9 7 GLUE -LAMINATED WOOD BEAMS, DOUGLAS FIR COAST REGION,
O 197,09 2155 DISCOVERY ROAD PORT T❑WNSEND WA. 98368 KILN DRIED. Fb=2400PSI TENSION, TYPICAL. SIMPLE SPAN BEAMS SHALL BE COMBINATION
PHONE: 360-385-5968 FAX 360-379-5659 PROVIDE AITCTISTAMP ONSPAN DTIMBER ILAND RSUBMIT ED MCERTIFICATE S SHALL ETOOARCHITECT. NATION 2 MATERIALS
MIDST BEBOBTAINED PERERS DFR MI AN APPROVEDITFABRICOF
ATOR.HER SPECIES.
ALL GLU-LAM BEAMS SHALL FIT SNUG AND TIGHT IN THEIR CONNECTIONS AND DEVELOP FULL BEARING AS INDICATED, GLU-LAM ADHESIVE TO BE "WET -USE"
i STRUCTURAL NOTES EPDXY ANCHORS ��� TYPE PER UBC SECTION 2303, ITEM 7.2.
GJCale: In = 10
�-Oii THE FOLLOWING SHALL APPLY, UNLESS NOTED OTHERWISE ON DRAWINGS. EPDXY GROUT SHALL BE SET BY THE SIMPSON CCvIPANY OR EQUAL. INSTALL IN STRICT PARALLEL STRAND LUMBER (PSL)
ACCORDANCE WITH THE MANUFACTURES INSTRUCTIONS. ALL ANCHOR BOLTS SHALL BE ASTM A307 SHOWN ONPARALLEL STHENDRAWNGSR SHALL BE 2.0E WS PARALAM PSL AS MANUFACTURED BY THE TRUS JOIST MACMILLAN CORPORATION AND SHALL BE THE SIZE
CODE OR A36.
LEGAL OWNERS: ANTHONY AND DORIS MONTI UNIFORM BUILDING CODE, 1997 EDITION (UBC).
30 DEER HOLLOW ROAD STANDARD SPECIFICATIONS AND STANDARDS TO BE LATEST EDITION. CONCRETE LAMINATED VENEER LUMBER (LVL)
LAMINATED VENEER LUMBER SHALL BE 1.8E WS MICROLLAM LVL AS MANUFACTURED BY THE TRUS JOIST MACMILLAN CORPORATION AND SHALL BE THE SIZE
PORT LUDLOW, WA 98365
LOADS ALL CONCRETE TO BE MIXED, PROPORTIONED, CONIEYED AND PLACED IN ACCORDANCE WITH SECTION SHOWN ON THE DRAWINGS.
PARCEL NUMBER ": 990600344 1905.3 OF THE UBC AND THE AMERICAN CONCRETE INSTITUTE SPECIFICATIONS FOR STRUCTURAL
LIVE LOADS: ROOF 25 PSF r,
FLOOR 40 PSF
SETBACKS: - 20'-O" FRONT YARD SETBACK
5'-0" REAR YARD SETBACK WIND 80 MPH, EXP. B
5'-0" SIDE YARD SETBACK
EARTHQUAKE ZONE 3
LOT SIZE: - 12405 SP TOTAL LATERAL EARTH PRESSURE
(EQUIVALENT FLUID PRESSURE
LOT COVERAGE: - NEW COVERAGE: 2450 SF HOUSE WITH HORIZONTAL BACKFILL)
UNRESTRAINEDD ACTIV
ONCRETE FOR BUILDINGS, ACI 301. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT LAMINATED STRAND LUMBER RIM BOARDS (LSL)
28 DAYS OF F'c = 2500 PSI. CEMENT CONTENT SMALL BE NOT LESS THAN 5 1/2 SACKS PER LAMINATED STRAND LUMBER RIM BOARDS SHALL BE 1.25" THICK,
CUBIC YARD OF CONCRETE AND A MAXIMUM SLUMP OF 5". CONCRETE COVER ON REINFORCINGCORPORATION. RIM BOARD DEPTHS TO MATCH JOIST DEPTHS AS 1.3E WS SHOWN ON ITHE
RSTRAND LSL AS MANUFACTURED BY THE TRUS JOIST MACMILLAN
STEEL SHALL BE AS FOLLOWS: DRAWINGS.
CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" PRE -MANUFACTURED WOOD JOISTS
CONCRETE EXPOSED TO EARTH OR WEATHER: #6 BARS AND LARGER 2" PRE -MANUFACTURED WOOD JOISTS SHALL BE MANUFACTURED BY THE TRUS JOIST MACMILLAN CORPORATION AND SHALL BE OF THE SERIES, SIZE, AND
#5 EARS AND SMALLER 1-1/2" SPACING SHOWN ON THE DRAWINGS. ALL DESIGNS SHALL BE IN ACCORDANCE WITH THE UBC.
CONCRETE NOT EXPOSED TO EARTd OR WEATHER: 3/4"
2450 SF/12405 SF = n.8% ( E) 35 PCF WHERE VENTING IS SHOWN THROUGH SOLID WEB JOISTS, PROVIDE 1-1/2" DIAMETER KNOCKOUT HOLES AT 12" O.C. IN WEB. WHERE VENTING IS SHOWN
PROVIDE 5% AIR ENTRAINMENT IN ALL EXTERIOR CONCRETE AND ALL CONCRETE SUBJECT TO THROUGH SOLID WEB BLOCKING, PROVIDE A MAXIMUM OF TWO 3" DAIMETER VENT HOLES PER BLOCK. CENTER HOLES 6" FORM TOP OF THE FLANGE AND
FOUNDATION AND SLAB ON GRADE FREEZING AFTER CURING. ALL CONCRETE TO BE POURED MONOLITHICALLY UNLESS SHOWN SPACE HOLES 12" CENTER -TO -CENTER.
IMPERVIOUS SURFACE: - HOUSE: 3020 SF FOOTING SHALL BEAR ON UNDISTURBED NATIVE SOIL OR PROPERLY COMPACTED STRUCTURAL FILL OTHERWISE OR APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. ALL ANCHOR BOLTS SHALL BE
- DRIVEWAY: 1300 SF (to street) ABOVE UNDISTURBED NATIVE SOIL. NATIVE SOIL IS DEFINED AS SUITABLE BEARING MATERIAL ASTM A307. EMBED ANCHOR BOLTS A MINIMUM OF 7" INTO CONCRETE AND HOOK 90', UNO. STRUCTURAL CALCULATIONS FOR THE DESIGN OR PRE -MANUFACTURED WOOD JOISTS, SEALED BY A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF
WHICH IS EXPOSED AFTER REMOVAL OF ALL UNSUITABLE FILL AND CONCRETE. ALLOWABLE SOIL WASHINGTON, TO BE AVAILABLE UPON REQUEST.
BOOR AREAS BEARING PRESSURE USED FOR DESIGN OF FOUNDATION IS 2000 PSF. NATIVE SOIL WHICH IS REINFORCING STEEL
DISTURBED DURING FOUNDATION EXCAVATION SHALL EITHER BE RECOMPACTED OR REMOVED. REINFORCING STEEL SHALL BE DEFORMED BILLET A0 CONFORMING TO ASTMS NOT GRADE - Fy PROVIDE TEMPORARY BRACING UNTIL SHEATHING AND PERMANENT BRACING IS INSTALLED. MANUFACTURER SHALL PROVIDE ALL
- MAIN FLOOR: 1850 SF = 60,000 PSI. UNLESS OTHERWISE NOTED LAPS AND EMBEDMENT SHALL BE AS NOTED BELOW: HANGERS, REQUIRED FOR COMPLETE INSTALLATION D THE JOISTS. SPECIALTY ITEMS, INCLUDING
- GROUND FLOOR (FINISHED): 850 SF ALL STRUCTURAL FILL AND DISTURBED NATIVE SOIL DIRECTLY BELOW AND AROUND FOOTINGS
- GROUND FLOOR (STORAGE); 725 SF SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF MAXIMUM DRY DENSITY ASTM D-1557 SIZE *TOP BARS OTHER BARS PRE•MANUFACTUREDWQOD TRUSSES PRIOR TO PLACEMENT OF FORMS AND REINFORCING STEEL. ALL STRUCTURAL FILL AND DISTURBED LAP EMBEDMENT LAP EMBEDMENT PRE -MANUFACTURED TRUSSES TO BE DESIGNED FOR LOADS AND CONDITIONS SHOWN ON THE DRAWINGS IN ACCORDANCE WITH THE S
- CRAWLGARAGE:
610 F SF NATIVE SOIL BENEATH SLABS ON GRADE SHALL BE COMPACTED TO AT LEAST 92% OF MAXIMUM #4 30 17 21 12 MANUFACTURER AND THE UBC. FABRICATION AND ERECTION SHALL CONFORM TO THE LATEST STANDARDS SPECIFICATIONS OF THE
GARAG) 610 SF A ' ' 1� t ueQr DRY DENSITY (ASTM D-1557) STRUCTURAL FILL SHALL BE PLACED IN LOOSE LIFTS OF 8 INCHES #6 47 27 33 19 DIVISION III. OF THE MANUFACTURER AND UBC CHPTER23,
- DECKS: 420 SF �t 1m IJ MAXIMUM THICKNESS. EACH LIFT SHALL BE COMPACTED AS SPECIFIED PRIOR TO PLACEMENT OF
D E C E 0 d E HE NEXT LIFT, D DESIGN SHALL BE STAMPED AND SIGNED BY A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. *TOP BARS ARE HORIZONTAL REINFORCEMENT SO PACED THAT MORE THAN 12" OF CONCRETE IS BACKFILL BEHIND WALLS SHALL NOT BE PLACED BEFORE THE WALL IS PROPERLY SUPPORTED BY CAST IN THE MEMBER BELOW THE BAR. SUBMIT SHOP DRAWINGS TO THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION.
THE FLOOR SLAB OR FRAMING, OR TEMPORARY BRACING. ALL FOOTINGS TO BE CENTERED BELOW PROVIDE ELBOW BARS TO LAP HORIZONTAL BARS AT ALL CORNERS AND INTERSECTIONS. ALL
CENTERLINE OF COLUMNS OR WALLS ABOVE, UNLESS NOTED OTHERWISE U.N.O.. GENERAL
JCO MUNISON couNry ( ) HOOKS SHALL BE "STANDARD" IN ACCORDANCE WITH ACI 318. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDING, ANY VARIATION FROM THE DRAWINGS SHALL BE BROUGHT TO THE
DEPT.OFCOMMUNITYDEVELOPMENT REINFORCE SLAB ON GRADE AT MID -DEPTH OF SLAB WITH #3 BARS 12" O.C. EACH WAY AT ATTENTION OF THE ARCHITECT. CONTRACTOR IS RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT
REINFORCE AROUND WALL OPENINGS GREATER THAN 16" IN EITHER DIRECTION WITH (2) - #5 EACH SUPPORT AND STIFFENING ARE INSTALLED.
CENTERLINE OF SLAB. PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLAB ON GRADE A
BREAK UP SLAB INTO RECTANGULAR AREAS OF NOT MORE THAN 400 SQUARE FEET EACH WITH SIDE FULL HEIGHT, (2)- #5 TOP AND BOTTOM, AND (1) - #5 X 4'-0" DIAGONAL AT EACH CORNER.
SPACING OF JOINTS NOT TO EXCEED 20 FEET. JOINT LOCATIONS TO BE APPROVED BY THE EXTEND AS FAR AS POSSIBLE AND HOOK. HOOK TOPS AND BOTTOMS OF ALL VERTICAL REINFORCING CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT FOR APPROVAL PRIOR 70 FABRICATION OR CONSTRUCTION. CHANGES
ARCHITECT PRIOR TO CONSTRUCTION. INTERRUPTED BY OPENINGS. SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. ANY PROPOSED FIELD CHANGES MUST HAVE PRIOR WRITTEN APPROVAL FROM THE
ARCHITECT.
REINFORCING SHALL NOT BE TACK WELDED OR FIELD BENT,
REVISIONS
BY
08/011/05
JMP
09/21/05
JMP
09/26/05
JMP
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Printed: 09/26/0