HomeMy WebLinkAboutBLD2011-00152 MILDING PERMIT APPLICATIS MLA1 Review 00126
Type:
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT#: BLD11-00152 Received Date: 6/15/2011
SITE ADDRESS: 60 MEADE RD
NORDLAND, 98358
OWNER: GARY A ROWE PHONE: 360-385-3413
CYNTHIA S ROWE
PO BOX 1157
LA CONNER WA 982571157 MINNIHAN SHORT PLAT
SUBDIVISION: Block: Lot: 1
PARCEL NUMBER: 921042008 Section: 4 Township: 29 N Range: 01 E
CONTRACTOR: OWNER/BUILDER PHONE:
REPRESENTATIVE: PHONE:
PROJECT DESCRIPTION NSFR
TYPE OF WORK RES SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN: 500
VALUATION 50,000.00 ADD'L: 140 HEAT TYPE: EEE
CODE EDITION: 2009 HEAT BASE: HEAT TYPE: PRO
OCCUPANCY: R-3 UNHEATED: #OF STORIES:
OCCUPANCY: OTHER:
CONST TYPE: 5N GARAGE: SHORELINE:
CONST TYPE: DECK: SETBACK:
BANK HEIGHT:
SEWAGE DISPOSAL: ALT
WATER SYSTEM: 05783
BEDROOMS: BATHROOMS:
Exist: 0 Exist: 0
Prop: 1 Pr
Total: 1 Total: 1
Routing Da
rr
Type Amount Paid By: Date: Receipt: Approved/Date
APPROVED
Permit $643.75 LYK 06/15/11 123598
Plan Check $418.44 LYK 06/15/11 123598
State Building Code $4.50 LYK 06/15/11 123598 JUL (p 2011
Potable Water Application $62.00 LYK 06/15/11 123598 Jefferson County Planning
Total: $1,128.69 & Building Department
CERTIFICATE OF OCCUPANCY
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
Carl Smith, Director/Building Official
PERMIT#: BLD11-00152
APPLICANT: GARY A ROWE PHONE: 360-385-3413
CYNTHIA S ROWE
PO BOX 1157
LA CONNER WA 982571157
SITE ADDRESS: 60 MEADE RD Issue Date: 07/6/2011
NORDLAND, 98358 Final Date: 7/3/2014
SUBDIVISION: Block: Lot: 1
PARCEL NUMBER: 921042008 Section: 4 Township: 29 N Range: 1E
PROJECT DESCRIPTION: NSFR
THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2009
EDITION.
OCCUPANCY GROUP: R-3
TYPE OF CONSTRUCTION: 5N
SPRINKLER SYSTEM yes no
THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 7/3/2014
\\tidemark\data\forms\F_BLD_Occupancy.rpt 7/8/2014
��i °" 0c JEFFERSON COUNTY
ki ,
` 11 DEPARTMENT OF COMMUNITY DEVELOPMENT
621 Sheridan Street• Port Townsend •Washington 98368
4. ' , 360/379-4450 • 360/379-4451 Fax
19 O www.co.jefferson.wa.us/commdevelopment
Master Permit Application MLA: 1 \-12t4,
Project Description(include separate sheets as necessary):
Summer residence
Tax Parcel Number:921042008 (hp, ,3MC. 2.25 ac cs (acres/square feet)
Site Address and/or Directions to Property: LEO u
Meade Road, Nordland, WA 98358
60 D
Property Owner(s)of Record: Gary&Cynthia Rowe " it i
Telephone:(360)770-7766 Fax: e 6 ceeandgary@gmail.com
Mailing Address: P.O.Box 1157,La Conner,WA 98257 k 'r_
Applicant/Agent(if different from owner): JEFFERSON COUNTY
Telephone: Fax: DEPT OF COMMUNITY DEVELr'' 3a.•
Mailing Address:
What kind of Permit?(Check each box that applies
OBuilding ❑Critical Areas Stewardship Plan
❑ Demolition Permit ❑Variance(Minor,Major or Reasonable Economic Use)
0 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**
0 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 - to act as my agent in matters relating to this application for permit(s).
OWNER SIGNATURE Date: June 15,2011
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 its 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 applica' that he 4PS wants prior notice.
Signature: Date: June 15, 2011
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-transferabl responsipility,for adhering to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below.
Signature: GUI 1�crac Date: June 15, 2011
G:\PermitCenteA###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc
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P 0 Box 1157,La
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(360)770-7766 For Gary & Cynthia Rowe
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June 14,2011 •,�
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Notes: ��
Foundation Plumbing • Framing Propane Tank Mechanical '
Setbacks Under-ground Framing Under ground Furnace
Footing f Rough In Air seal Above ground Gas
Stemwall __ Hydronic Exterior shear _ Exterior lines Oil _
Straps Interior shear Interior lines i Ducts
Post Hole Ventilation . Appliance
Underfloor Gas/vood stove_
Man-Homes
Setbacks Insulation. - Final Inspection Ri
Foundation i -
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Setbacks Alrseal Above ground Gas
Footing Rough in
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Interior shear interior lines Ducts
Straps Ventilation Appliance
Post Hole Underfloor . Gas/woodstove
Man-Homes •
lnsulatlon. Finallnspecton 'i;
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Setbacks — Under-ground Framing Under ground _ Furnace _
Footing _ Rough In X Air seal Above ground _ Gas
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Straps Interior shear Interior lines •
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Underfloor Gaslwood stove
Man•Homes
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Foundation '
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4, °tea JEFFERSON COUNTY
4.-,';;;INO, DEPARTMENT OF COMMUNITY DEVELOPMENT
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Date: 7/1.- Time Received: 2114 aril& Mon. Tue. W d. Thur Fri.
Date: 7 5
BLD: I I — 0401 51, Contact Name:
Owner: r.6163e Contact Number: 360
Address: &NC) il'{`-_/IDE ezi 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
• Inspections are required to be called in by 3:00 pm to receive an inspection the next day. Do to
staffing issues,at this time,we cannot guarantee that you will receive an inspection the next day.
day. Unless you receive a call from us, assume we will arrive on your requested inspection day.
You may leave an inspection request 24 hours a day, and Inspections are available from
Monday through Friday.
• We cannot determine the time we will arrive in advance. However, if you call our office the
morning of your inspection,around 9:00 a.m.,we can give an estimate of when the inspector will
arrive. Our general office phone number is 360 379-4450.
• An approved set of plans are to be on site with building permit for all inspections. If permit and
plans are not on site at time of inspection,a re-inspection fee must be paid prior to re-scheduling
another inspection.
• If no access, no inspections will be performed,and a re-inspection fee must be paid prior to
re-scheduling another inspection.
• Inspectors will not access a home that has personal affects inside when the owner is not present.
• Commercial projects require 24 hour notice for inspection.
/ S°N ooG, JEFFERSON COUNTY
4. DEPARTMENT OF COMMUNITY DEVELOPMENT
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Date: 6 I- Time Received: /0/ an 5 Mon. Tue. Wed. Thur. Fri.
Date:
BLD: fir /5-2_. Contact Name:
Owner: Contact Number: 360 7 7 amp 7 74,6
Address: 0 me-li - 206
Notes: I 14-1-6 \(\c cQ —y- I -eA0.e fi(-r A toc,,\,1 6,A94 cA. .,f',
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_X
Setbacks Floor
Foundation Wall Address Posted
Block&Tile Ceiling
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OWNER: / Contact Name:
ADDRESS: 40 k--1--A.d i Contact Number 360 e..?0/ - Ste-T
206 4. ..
Notes:
Foundation Plumbing - Framing Propane Tank , .
Mechanical
Setbacks Under-ground Framing Under ground Furnace
Footing '' Rough in Air seal Above ground Gas
_
Stemwall Hydronic _ Exterior shear Exterior lines Oil
—
Straps Interior shear Interior lines ' Ducts
Post Hole Ventilation Appliance _____
Underfloor . Gas/wood stove
Man-Homes .
Setbacks Insulation S Final Inspection -
Foundation . ,. 1,1
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Cynthia Rowe edby MARROWSTONE CABIN West Elevation SHEET
Gary
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P.O.Box 1157,La
Conner,WA
(360)770-7766 For Gary & Cynthia Rowe
June 14,2011 8
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Gary&Cynhia Rowe
P.O.Box 1157,La ^
Conner,WA
(360)770-7766 For Gary & Cynthia Rowe
June 14,2011
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P.O.Box 1157,La
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P.O.Box 1157,La
Conner,WA
(360)
14770-7766 For Gary & Cynthia Rowe
8 June ,2011
WALL CONSTRUCTION
SEE TABLE R602.3(1)FOR FASTENING
MINIMUM 24 IN.WOOD 1.1111
STRUCTURAL PANEL OR 32 IN.
STRUCTURAL FIBERBOARD
SHEATHING CORNER RETURN
ORIENTATION OF STUD MAY VARY SEE FIGURE R602.3(2)
16D NAIL(3'/2"x 0.131'
AT 12 IN.O.C.
GYPSUM WALLBOARD AS REQUIRED AND INSTALLED IN
/ACCORDANCE WITH CHAPTER 7
OPTIONAL NONSTRUCTURAL A'A'
■_A'�
FILLER PANEL I
CONTINUOUS WOOD
SEE TABLE R602.3(1) SEE TABLE R602.3(1) STRUCTURAL CED WALL LINE
FOR FASTENING FOR FASTENING
(a)OUTSIDE CORNER DETAIL
CONTINUOUS WOOD
ORIENTATION OF STUDS MAY VARY. STRUCTURAL PANEL OR
SEE FIGURE R602.3(2) I STRUCTURAL FIBERBOARD
BRACED WALL LINE
rAr1
16D NAIL(3'/2"x 0.131'
AT 12 IN O.C. SEE TABLE R602.3(1)FOR FASTENING
GYPSUM WALLBOARD AS
REQUIRED AND INSTALLED
IN ACCORDANCE WITH SEE TABLE R602.3(1)FOR FASTENING
CHAPTER 7
MINIMUM 24 IN.WOOD
STRUCTURAL PANEL SHEATHING
OR 32 IN.STRUCTURAL
FIBERBOARD CORNER RETURN WEI
(b)INSIDE CORNER DETAIL
SEE TABLE R602.3(1)
FOR FASTENING
GYPSUM WALLBOARD AS miff MINIMUM 24 IN.WOOD STRUCTURAL
REQUIRED AND INSTALLED PANEL SHEATHING OR 32 IN.
IN ACCORDANCE WITH / STRUCTURAL FIBERBOARD
CHAPTER 7 it SHEATHING(BOTH EDGES
AT CORNERS)
16D NAIL(3'W'x 0.1311
2 ROWS AT 24 IN.O.C.
CONTINUOUS WOOD STRUCTURAL SEE TABLE R 602.3(1)
PANEL OR STRUCTURAL FIBER- OPTIONAL BLOCKING FOR GYPSUM FOR FASTENING
BOARD BRACED WALL LINE WALLBOARD
►1 0
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A'A'I�- FOIPLERNPAN NONSTRUCTURAL
'--�— FASTENERS ON BOTH STUDS
AT EACH PANEL EDGE
(c)GARAGE DOOR CORNER
For SI: I inch=25.4 mm, I foot=305 mm.
FIGURE R602.10.4.4(1)
TYPICAL EXTERIOR CORNER FRAMING FOR CONTINUOUS SHEATHING
2009 INTERNATIONAL RESIDENTIAL CODES 177
WALL CONSTRUCTION
t.
L-‘7
CORNER DETAIL L
PER FIGURE R602.10.4.4(1)
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BRACED WALL PANELS •
MINIMUM 2'
MEETING MINIMUM REQUIRED LENGTH RETURN CORNER
PER SECTION R602.10.4.2 OR R602.10.5
AT BOTH ENDS OF BRACED WALL LINE
(ALL OTHER FRAMED PORTIONS OF
WALL ALSO SHEATHED)
For SI: 1 foot=304.8 mm.
FIGURE R602.10.4.4(2)
BRACED WALL LINE WITH CONTINUOUS SHEATHING WITH CORNER RETURN PANEL
CORNER DETAIL
PER FIGURE R602.10.4.4(1)
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BRACED WALL PANELS 800 LB-HOLD-DOWN
MEETING MINIMUM REQUIRED LENGTH DEVICE IN LIEU OF
PER SECTION R602.10.4.2 or R602.10.5 CORNER RETURN
AT BOTH ENDS OF BRACED WALL LINE
(ALL OTHER FRAMED PORTIONS OF
WALL ALSO SHEATHED)
For SI: 1 inch=25.4 mm, I pound=4.448 N.
FIGURE R602.10.4.4(3)
BRACED WALL LINE WITH CONTINUOUS SHEATHING WITHOUT CORNER RETURN PANEL
178 2009 INTERNATIONAL RESIDENTIAL CODE®
WALL CONSTRUCTION
12'-6"MAX—SDC A BANDC
8'-0"MAX—SDC Do,D,AND D2
CORNER DETAIL
PER FIGURE R602 10.4.4(1)
C7 O F- iI wo uJg.2C7 OOx ;.
MINIMUM 2'PANELS AT
BRACED WALL PANELS BOTH SIDES OF CORNER
MEETING MINIMUM REQUIRED LENGTH
PER SECTION R602.10.4.2 OR R602.10.5
AT BOTH ENDS OF BRACED WALL LINE
(ALL OTHER FRAMED PORTIONS OF
WALL ALSO SHEATHED)
For SI: 1 inch=25.4 mm.
FIGURE R602.10.4.4(4)
BRACED WALL LINE WITH CONTINUOUS SHEATHING FIRST BRACED WALL PANEL
AWAY FROM END OF WALL LINE WITHOUT TIE DOWN
12'-6"MAX—SDC A,B AND C
8'-0"MAX—SDC Da,D,AND D2
LTh7 1—s7
CORNER
DETAIL
PER FIGURE
R602.10.4.4(1)
zx
Vaw xw
Ox ax
J
I
800 LB-HOLD-DOWN
BRACED WALL PANELS DEVICE IN LIEU OF
MEETING MINIMUM REQUIRED LENGTH CORNER RETURN
PER SECTION R602.10.4.2 OR R602.10.5
AT BOTH ENDS OF BRACED WALL LINE
(ALL OTHER FRAMED PORTIONS OF
WALL ALSO SHEATHED)
For SI: 1 foot=305 mm.1 pound=4.448 N.
FIGURE R602.10.4.4(5)
BRACED WALL LINE WITH CONTINUOUS SHEATHING—FIRST BRACED WALL
PANEL AWAY FROM END OF WALL LINE WITH HOLD-DOWN
2009 INTERNATIONAL RESIDENTIAL CODE® 179
WALL CONSTRUCTION
t
R602.10.5 Continuously-sheathed braced wall line accordance with Figure R602.10.4.4(1) at the
using Method CS-SFB (structural fiberboard sheath- braced wall line ends in accordance with Figure K
ing).Continuously sheathed braced wall lines using strut- R602.10.4.4(4),or
tural fiberboard sheathing shall comply with this section. 2. The braced wall panel closest to the corner shall
Different bracing methods shall not be permitted within a have a hold-down device with a minimum uplift
continuously sheathed braced wall line. Other bracing design value of 800 pounds(3560 N)fastened to
methods prescribed by this code shall be permitted on other the stud at the edge of the braced wall panel clos-
braced wall lines on the same story level or on different est to the corner and to the foundation or framing
story levels of the building. below in accordance with Figure R602.10.4.4(5).
R602.10.5.1 Continuously sheathed braced wall line R602.10.5.4 Continuously sheathed braced wall lines.
requirements.Continuously-sheathed braced wall lines Where a continuously sheathed braced wall line is used
shall be in accordance with Figure R602.10.4.2 and shall in Seismic Design Categories D0, D, and D, or regions
comply with all of the following requirements: where the basic wind speed exceeds 100 miles per hour
1. Structural fiberboard sheathing shall be applied to (45 m/s),the braced wall line shall be designed in accor-
all exterior sheathable surfaces of a braced wall dance with accepted engineering practice and the provi-
line including areas above and below openings. sions of the International Building Code.Also,all other
2. Only full-height or blocked braced wall panels exterior braced wall lines in the same story shall be con-
shall be used for calculating the braced wall length tinuously sheathed.
in accordance with Tables R602.10.1.2(1) and R602.10.6 Braced wall panel connections. Braced wall
R602.10.1.2(2). panels shall be connected to floor framing or foundations as
R602.10.5.2 Braced wall panel length. In a continu- follows:
ously-sheathed structural fiberboard braced wall line, 1. Where joists are perpendicular to a braced wall panel
the minimum braced wall panel length shall be in accor-
dance above or below, a rim joist, band joist or blocking
with Table R602.10.5.2. shall be provided along the entire length of the braced
R602.10.5.3 Braced wall panel location and corner wall panel in accordance with Figure R602.10.6(1).
construction. A braced wall panel shall be located at Fastening of top and bottom wall plates to framing,
each end of a continuously-sheathed braced wall line.A rim joist,band joist and/or blocking shall be in accor-
minimum 32-inch (813 mm) structural fiberboard dance with Table R602.3(1).
sheathing panel corner return shall be provided at both 2. Where joists are parallel to a braced wall panel above
ends of a continuously-sheathed braced wall line in or below,a rim joist,end joist or other parallel fram-
accordance with Figure R602.10.4.4(1) In lieu of the ing member shall be provided directly above and
corner return,a hold-down device with a minimum uplift below the braced wall panel in accordance with Fig-
design value of 800 pounds(3560 N)shall be fastened to ure R602.10.6(2). Where a parallel framing member
the corner stud and to the foundation or framing below in cannot be located directly above and below the panel,
accordance with Figure R602.10.4.4(3). full-depth blocking at 16 inch(406 mm)spacing shall
Exception:The first braced wall panel shall be per- be provided between the parallel framing members to
mitted to begin 12 feet 6 inches(3810 mm)from each each side of the braced wall panel in accordance with
end of the braced wall line in Seismic Design Catego- Figure R602.10.6(2).Fastening of blocking and wall
ries A,B and C provided one of the following is satis- plates shall be in accordance with Table R602.3(1)
tied: and Figure R602.10.6(2).
1. A minimum 32-inch-long(813 mm),full-height 3. Connections of braced wall panels to concrete or
structural fiberboard sheathing panel is pro- masonry shall be in accordance with Section
vided at both sides of a corner constructed in R403.1.6.
TABLE R602.10.5.2
MINIMUM LENGTH REQUIREMENTS FOR STRUCTURAL FIBERBOARD BRACED ,
WALL PANELS IN A CONTINUOUSLY-SHEATHED WALLS
MINIMUM LENGTH OF STRUCTURAL FIBERBOARD BRACED WALL PANEL J
(inches) MINIMUM OPENING CLEAR HEIGHT NEXT TO THE
--- --- — — STRUCTURAL FIBERBOARD BRACED WALL PANEL
8-foot wall 9-foot wall 10-foot wall (%of wall height)
48 54 60 100
32 36 40 85
— 24 -'—_- 27 30 67
For SI: 1 inch=25.4 mm, I foot=304.8 mm.
a. Interpolation is permitted.
180 2009 INTERNATIONAL RESIDENTIAL CODE®
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(360)770-7766
June 14,2011 60 Meade Rd., Nordland, WA 8
•
: t Design Criteria for Splashblocks .
A typical downspout splashblock is shown in
Figure 3.7.
I
n
g
ene
r
al,if th includes
e ground is sloped a way from mmthe foundati on and there is ad equ?te v egetation and area for effective dispersion,splashbJock will adequately disperse storm runoff Ifthe Sround is fairly level.Mlle e. a or if foundation
drains are proposed,splashblocks with
downsPout eons may be a better choice because the discharge point
away from the foundation.
.
piling to a sptbiock/ . Downspout extensions can include
dt$clge point a considerable from the
•
Poi,as king as the runoftc an travel through a well-vegetated area
Oilesaibed below. -
.
• • -..
. .
Thefonolving apply to.the use ofsplashblocks:
1.. A vegetated f of at least 50 feet should be maintained
the•dLscbargepoint and any property between
.
stream,Wetted,lake,or other steep slope,
menus since. Sensitive area
buffers may count toward fiowpath lengths:
•
2. A t►iaximiim of 700 square feet of roof area may drain to each
. . •.splashblocic
•3. A splashbloak or a pad-of•crushed rock(2 feet wide by 3 feet long 6
inches deep)should be placed downspout '�b3'
4. No erosion or flooding Tout dischargepoint.
ooding of downstreamprop may result.
- 5. Runoff discharged - - �
barged towards landslide hazard areas must be evaluated ! !
by a professional engineer with geotechnical
expertise geologist. Splashblocks may not be placed on or ove slopes greater ! f
than 20%or above erosion hazard areas
. . without evaluation by a
professional engineer with geotechnical expertise or a licensed
geologist,hydrogeologist,-or engineering geologist,and jurisdiction
approval.
6. For sites with septic systems,the discharge
primary and reserve erg point must be downslope
of the p
waived ri site drainfield areas.This requirement maybe
topography clearly prohibits flows from intersecting the
drainfield or where site conditions soil
( permeability,distance between I
systems,etc)indicate that this is unnecessary. i
. is
I
February 05
�' Volume III—Hydrologk Anaiysls and Flory Cont ul BM Ps 3-15 E
-
III •
house
1
Root r, i
I , 1
700'sf.Of roof _ I
3o'min. .••. I
I 11
. liow•pa�th. : � ,
� �
-. .
. Ste. �' .. :: I
block
l4 `li
1'rr !t i
i ., v,l i1t r ' Downspout extension :I
i
tI
e
I -
Splash I '
I block 1 I
. i
-04_100 i
i
i
I
Figure 3.7 Typical Downspout Splashbiock Dispersion
i ` i
i
I.
I!
r
`:
1 i
I
I
3-16 Volume Ill—Hydrologic Analysis and Flow Control BMPs ebruary 2005
•
BMP C105: Stabilized Construction Entrance
Purpose Construction entrances are stabilized to reduce the amount of sediment
transported onto paved roads by vehicles or equipment by constructing a
stabilized pad of quarry spans at entrances to construction sites.
Conditions of Use Construction entrances shall be stabilized wherever traffic will be leaving
a construction site and traveling on paved roads or other paved areas
within 1,000 feet of the site.
On large commercial,highway,and road projects,the designer should
include enough extra materials in the contract to allow for additional
stabilized entrances not shown in the initial Construction SWPPP. It is
difficult to determine exactly where access to these projects will take
place;additional materials will enable the contractor to install them where
needed.
Design and • See Figure 4.2 for details.Note:the 100'minimum length of the
Installation entrance shall be reduced to the maximum practicable size when the
Specifications size or configuration of the site does not allow the full length(100').
• A separation geotextile shall be placed under the spalls to prevent
fine sediment from pumping up into the rock pad. The geotextile
shall meet the following standards: _
Grab Tensile Strength(ASTM D4751) 200 psi min.
Grab Tensile Elongation(ASTM D4632) 30%max.
Mullen Burst Strength(ASTM D3786-80a) 400 psi min.
AOS(ASTM D4751) 20-45(U.S.standard sieve size)
• Consider early installation of the first lift of asphalt in areas that will
paved;this can be used as a stabilized entrance. Also consider the
installation of excess concrete as a stabilized entrance. During large
concrete pours,excess concrete is often available for this purpose.
• • Hog fuel(wood-based mulch)may be substituted for or combined with
quarry spalls in areas that will not be used for permanent roads.Hog
fuel is generally less effective at stabilizing construction entrances and
should be used only at sites where the amount of traffic is very limited.
Hog fuel is not recommended for entrance stabilization in urban areas.
The effectiveness of hog fuel is highly variable and it generally
requires more maintenance than quarry spalls. The inspector may at •
any time require the use of quarry spalls if the hog fuel is not
preventing sediment from being tracked onto pavement or if the hog
fuel is being carried onto pavement. Hog fuel is prohibited in
permanent roadbeds because organics in the subgrade soils cause
degradation of the subgrade support over time.
• Fencing(see BMPs C103 and C104)shall be installed as necessary to
restrict traffic to the construction entrance.
4-8 Volume 11—Construction Stormwater Pollution Prevention February 2005
O •
• Whenever possible,the entrance shall be constructed on a firm,
compacted subgrade. This can substantially increase the effectiveness
of the pad and reduce the need for maintenance.
Maintenance • Quarry spalls(or hog fuel)shall be added if the pad is no longer in
Standards accordance with the specifications.
• If the entrance is not preventing sediment from being tracked onto
pavement,then alternative measures to keep the streets free of
sediment shall be used. This may include street sweeping,an increase
in the dimensions of the entrance,or the installation of a wheel wash.
• Any sediment that is tracked onto pavement shall be removed by
shoveling or street sweeping. The sediment collected by sweeping
shall be removed or stabilized on site. The pavement shall not be
cleaned by washing down the street,except when sweeping is
ineffective and there is a threat to public safety. If it is necessary to
wash the streets,the construction of a small sump shall be considered.
The sediment would then be washed into the sump where it can be
controlled.
• Any quarry spalls that are loosened from the pad,which end up on the
roadway shall be removed immediately.
• If vehicles are entering or exiting the site at points other than the
construction entrance(s),fencing(see BMPs C103 and C104)shall be
installed to control traffic.
• Upon project completion and site stabilization,all construction
accesses intended as permanent access for maintenance shall be
permanently stabilized.
Driveway seal meet the
requirements of the
Pernik**ng agency
It Is recommended that
the entrance be
crowned so that monk
Fes e
► drains o8 the pad
ear- .p :,tie
Metal driveway culvert .=e.::•
there Is a roadside ` " re
ditch present ;O.e:1:
4•-8'quarry li ..`1 .
Gsote le
12"min.thickness r\FJ e
Provide full width of
lnpress/egress area
Figure 4.2—Stabilized Construction Entrance
February 2005 Volume II—Construction Stormwater Pollution Prevention 4-9
JEFFERSON COUNTY No. 142222
I DATE �1��'
���a C I(�"T"N fit, SUr l�,O lr✓`e-
RECEIVED FROM
DESCRIPTION BARS# AMOUNT
CURRENCY (lam•+'
ReAt.mAi2.2.E
COIN
✓O L HECKS
cn
0
57 LI
0
c
m
-t. O
�a
riff- ,if
RECEIVED BY TOTAL 2O 60
21 04 2.00E-
6011 -1 5
►u c/'\ ^' 1
cif 1
1.11 1
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1
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I
Jefferson County DCD Building Division
Correction Notice
PERMIT NUMBER 1/e 40015 L
OWNER ] ®L)1
JOB LOCATION 1-5 /4ERDg gD
Inspection of this structure has found the following violations:
) #ddress ,5 pa -r -re N C.+1 - It 5WOaj iD
BF #J0 1140,Z 74HAu .3 i itLeovE G'koo,o S
Such T A-t N�Aot.,CNrs gErts=ct-
V 3!",wz g ' -VBTEcro O z.er5 l Pe BED Zoo 15
( ?O BF 60MBiA)Airro "SAuoKe/eO,
tps PLscT Lo+.7 cLrt t 8 D
You are hereby notified that no more work shall be done upon these premises until
the above violations are corrected, unless noted otherwise. When corrections have
been made, call for inspection.
Date Mi/V Inspectoi �r Y
BUILDING DIVISION(360)379-4450 INSPECTION HOTLINE(360)379-4455
THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE I
• 411
Jefferson County DCD Building Division
Correction Notice
PERMIT NUMBER 7/ CO/S z
OWNER _ 4,k),f
JOB LOCATION j /1EAOf
Inspection of this structure has found the following violations: 6K
CJ 4T".aF ec,,'iO @ -a5r ri.15?' fio5/96 . GOr=C)����
/ O /? D >J ar bus-r,04_46-0 X RA O%
& dik)>ae-z_ cia,ci� 4 )(Jen ,P‘I■Oc 0616
�21�1u=hc+�� Ai•- �i_ice'
Kk��L scxe fv� vi
JP-
VOA /
FAI Ec - r,F,1NSp C i c eatt+c6n
You are hereby notified that no more work shall be done upon these premises until
the above violations are corrected, unless noted otherwise. When corrections have
been made, call for inspection.
Date 005 Inspect.
BUILDING DIVISION(360)379-4450 INSPECTION HOTLINE(360)379-4455
THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE
1
Jefferson County Building Division Permit Number: BLD11-00152
ty 9
Applicant: ROWE
BUILDING PERMIT INSPECTION APPROVALS applicable Code: 2009 International Building Codes
To schedule inspections, call (360)379-4455 no later than 7:00 AM the day of the inspection.
Requests received after 7:00 AM will not be scheduled for that day's inspections.
ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries.
The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection
Inspection Item Date Approval Signature Notes j ( 1 e t- f
Setbacks /" ,0.1.2 /1
y/65 ----Minimum setback from R 116 right-of-way shall be 30 feet. Minimum
�" cetback from Meade Road right of way shall be 20 feet. Minimum
south and east property setbacks shall be 5 feet./117 _Erosion Control ��>� SEE CONDITION 2
/
Foundation Footing ' _01R-I / °/
Footing Drains �
Foundation Stem Wall C(-1 - ( ( prs,
Underground Plumbing 0/4
fli
Under Floor Framing 0/0/13
fri
Straps(hold downs) EiliV6 '"
Ext.Shear Wall Nailing OA
Rough-in Plumbing /#/i3
Framing qcVi3 Q� tnsr,,,-t✓t DN. tN�y
Blocking g
Airseal q o- i I r Q,,, 0 dy ✓ V 2, t 03
Insulation:Walls S-13-13
Insulation:Floors kill//y #//'
Insulation:Ceiling yl?) ,y
Int.Shear Wall Nailing NA
Wallboard Nailing q((_I T
Gas Line: Interior "1�_17\--""�`
Gas Line: Exterior N I fl-
Propane Tank k IA
Heat/Chimney Clearance N/A
Smoke&CO2
/51)4 j
Drywell/Alt Drainage l/r4 e / SEE CONDITION 1 FOR SPLASHBLOCKS
Address Posted V
�T
FINAL INSPECTION 7/3/f
FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED
THIS PERMIT IS VALID FOR ONE YEAR
• BUILDING PERMIT •
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
PERMIT #: BLD11-00152 Received Date: 6/15/2011
SITE ADDRESS: 60 MEADE RD Issue Date 7/6/2011
NORDLAND, 98358 Expiration Date 7/6/2012
OWNER: GARY A ROWE PHONE: 360-385-3413
CYNTHIA S ROWE
PO BOX 1157
LA CONNER WA 982571157 MINNIHAN SHORT PLAT
SUBDIVISION: Block: Lot: 1
PARCEL NUMBER: 921042008 Section: 4 Township: 29 N Range: 01 E
CONTRACTOR: OWNER/BUILDER PHONE:
PROJECT DESCRIPTION: NSFR
TYPE OF WORK RES SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN: 500
VALUATION 50,000.00 ADD'L: 140 HEAT TYPE EEE
CODE EDITION: 2009 HEAT BASE: HEAT TYPE: PRO
OCCUPANCY: R-3 UNHEATED: #OF STORIES:
OCCUPANCY: OTHER:
CONST TYPE: 5N GARAGE: SHORELINE:
CONST TYPE: DECK: SETBACK:
BANK HEIGHT:
SEWAGE DISPOSAL: ALT
WATER SYSTEM: 05783 Type Amount Paid By: Date: Receipt:
BEDROOMS: BATHROOMS: Permit $643.75 LYK 06/15/11 123598
Exist: 0 Exist: 0 Plan Check $418.44 LYK 06/15/11 123598
Prop: 1 Prop: 1 State Building Code $4.50 LYK 06/15/11 123598
Total: 1 Total: 1 Potable Water Application $62.00 LYK 06/15/11 123598
Total: $1,128.69
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 7 am the day 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
•
CONDITIONS for Building Permit# :BLD11-00152
1.) DESIGN CRITERIA FOR SPLASHBLOCKS:
A VEGETATED FLOWPATH OF AT LEAST 50 FEET SHOULD BE MAINTAINED
BETWEEN THE DISCHARGE POINT AND ANY PROPERTY LINE, STRUCTURE,
STEEP SLOPE, STREAM, WETLAND, LAKE, OR OTHER IMPERVIOUS SURFACE.
SENSITIVE AREA BUFFERS MAY COUNT TOWARD FLOWPATH LENGTHS.
A MAXIMUM OF 700 SQUARE FEET OF ROOF AREA MAY DRAIN TO EACH
SPLASHBLOCK.
A SPLASHBLOCK OR A PAD OF CRUSHED ROCK(2 FEET WIDE BY 3 FEET LONG
BY 6 INCHES DEEP) SHOULD BE PLACED AT EACH DOWNSPOUT DISCHARGE
POINT.
NO EROSION OR FLOODING OF DOWNSTREAM PROPERTIES MAY RESULT.
FOR SITES WITH SEPTIC SYSTEMS, THE DISCHARGE POINT MUST BE
DOWNSLOPE OF THE PRIMARY AND RESERVE DRAINFILED AREAS.
2.) CONSTRUCTION ENTRANCES SHALL BE STABILIZED WHEREVER TRAFFIC WILL
BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR
OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE.
THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM COMPACTED SUBGRADE.
QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER IN
ACCORDANCE WITH THE SPECIFICATIONS. (BMP C105, 2005 DOE STORMWATER
MANUAL).
ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED BY
SHOVELING OR STREET SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING
SHALL BE REMOVED OR STABILIZED ON STIE.
ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD, WHICH END UP ON
THE ROADWAY SHALL BE REMOVED IMMEDIATELY.
UPON PROJECT COMPLETION AND SITE STABILIZATION, ALL CONSTRUCTION
ACCESSES INTENDED AS PERMANENT ACCESS FOR MAINTENANCE SHALL BE
PERMANENTLY STABILIZED.
3.) SEPTIC SYSTEM COMPONENT SETBACKS TO STORMWATER MANAGEMENT
FACILITIES-
Any stormwater component: dry well, infiltration trench/pond, foundation drains, or any
other source of water that is upgradient(above) or on the same contour MUST be setback
a minimum of 10' from any septic system dispersal area (drainfield)and 5' from any septic
tanks.
Any stormwater component: dry well, infiltration trench/pond, foundation drains, or any
other source of water that is downgradient or lower MUST be setback a minimum of 30'
from any septic system dispersal area (drainfield)and 5' from any septic tanks.
Surface drainage, roof run-off, splash blocks, etc. must be directed away from ALL septic
components.
4.) This building approval accounts for 240 GPD of septic system capacity, as designed and
approved SEP08-108 is sized for 480gpd. The minimum daily design flow per residence
is 240 GPD. 240gpd or 2 bedrooms remains for future use.
5.) To help prevent seawater from intrllg landward into underground aquifers, alr
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.
6.) The property owner shall comply with Water Conservation Measures (per list maintained
by the UDC Administrator).
7.) 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.
8.) The project shall comply with Construction Stormwater Pollution Prevention (SWPP)
Elements#1 through#12 of the Department of Ecology's Stormwater Management
Manual for Western Washington 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.
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 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.
11.) A minimum of two (2)on-site parking spaces shall be provided for the single family
residence.
12.) The building height is not to exceed 35 feet.
13.) Minimum setback from SR 116 right-of-way shall be 30 feet. Minimum setback from
Meade Road right-of-way shall be 20 feet. Minimum south and east property setbacks
shall be 5 feet.
14.) 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.
15.) 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.