HomeMy WebLinkAboutBLD2012-00295 ILDING PERMIT APPLICA Reew 00211
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT#: BLD12-00295 Received Date: 9/26/2012
SITE ADDRESS: 41 N PALMER DR
PORT TOWNSEND, 98368
OWNER: JUDITH SPECHT PHONE: 360-379-0297
C/O JED/ALLEGRA BOTHELL
933 TAFT ST
PORT TOWNSEND WA 983685400 CRESTHAVEN SUBDIVISION
SUBDIVISION: Block: Lot: 5
PARCEL NUMBER: 946100005 Section: 12 Township: 30 N Range: 02 W
CONTRACTOR: BLUE HERON CONSTRUCTION CO PHONE: 360-643-3511
PETE DUFFY
PO BOX 718
PORT TOWNSEND WA 98368
Contractor's License BLUEHCC109D8 Expires 8/19/2014
REPRESENTATIVE: PHONE:
PROJECT DESCRIPTIOP NEW SFR TO REPLACE FIRE DAMAGED RESIDENCE
TYPE OF WORK RES SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN: 2,318
VALUATION 241,000.00 ADD'L: HEAT TYPE: EEE
CODE EDITION: 2009 HEAT BASE: HEAT TYPE:
OCCUPANCY: R-3 UNHEATED: #OF STORIES:
OCCUPANCY: OTHER:
CONST TYPE: 5N GARAGE: SHORELINE:
CONST TYPE: DECK: SETBACK:
BANK HEIGHT:
SEWAGE DISPOSAL: CON
WATER SYSTEM: 11050
BEDROOMS: BATHROOMS:
Exist: 0 Exist: 0
Prop: 2 Prop: 3
Total: 2 Total: 3
Routing Date: —�
Type Amount Paid By: Date: Receipt: Approved/Date
Permit $1,783.35 LYK 09/26/12 135236 APPROVE°
Plan Check $1,159.18 LYK 09/26/12 135236
State Building Code $4.50 LYK 09/26/12 135236 1 2..PI Z
Total: $2,947.03 jotte;w3n County PIann n
&Building Department
\\4 ir7cmorlArl a#o\fnrmc\F RI 11 Ann Rlrl rn# 0/7RM111')
•
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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#: BLD12-00295
APPLICANT: JUDITH SPECHT PHONE: 360-379-0297
C/O JED/ALLEGRA BOTHELL
933 TAFT ST
PORT TOWNSEND WA 983685400
SITE ADDRESS: 41 N PALMER DR Issue Date: 12/6/2012
PORT TOWNSEND, 98368 Final Date: 8/14/2014
SUBDIVISION: 9461 Block: Lot: 5
PARCEL NUMBER: 946100005 Section: 12 Township: 30 N Range: 2W
PROJECT DESCRIPTION: NEW SFR TO REPLACE FIRE DAMAGED RESIDENCE in conjunction with a
shoreline exemption permit (SDP12-00053)
THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2009
EDITION.
OCCUPANCY GROUP: R-3
TYPE OF CONSTRUCTION: N
SPRINKLER SYSTEM yes no
THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 8/14/2014
\\tidemark\data\forms\F_BLD_Occupancy.rpt 8/19/2014
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16WING'° JEFFERSON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
ALTERNATE BRACED WALL PANEL.
(ABP 1800#AND 3000#) IRC R602.10.6.1
2'8"minimum
I I
1 IMO#. ABP 3000#ABP
Minimum 2'8" panel width Minimum 2'8" panel width
Maximuml0'0" height Maximuml0'0" height
3/8"APA rated sheathing 3/8"APA rated sheathing both
one side sides.
Secure with 8d nails Secure with 8d nails
Edge: 6" o.c. Edge: 4" o.c.
Field: 12" o.c. Field: 12" o.c.
1800# uplift capacity tie down 3000# uplift capacity tie down
devices at each end, installed devices at each end, installed
in accordance with the manu- in accordance with the manu-
facturer specifications. facturer
specifications.
2 anchor bolts at panel C®mac.l the 133.1;1d r,,,i itni rt at
quarter points (360) : "' , „ 3 anchor bolts at
or Y-,.' T,i one-fifth points (3 total)
(1)#4 reinforcement bar at the
top and bottom (1) #4 reinforcement bar at
the top and bottom
All alternate braced panels shall be supported directly on a foundation which
is continuous across the entire length of the braced wall line.
The foundation shall be reinforced with not less than one #4 bar top and bottom.
USE 1800# UPLIFT CAPACITY TIE DOWNS ON SINGLE STORY OR SECOND
STORY OF A TWO STORY STRUCTURE.
USE 3000# UPLIFT CAPACITY TIE DOWNS ON THE FIRST STORY OF A TWO
STORY STRUCTURE, SHEATH BOTH SIDES OF PANEL .
��5ON r'
El Ilt 4
2.,Sx1N o o JEFFERSON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT •
STANDARD 4'O" BXTER OR ' '-, t" ; _1NBRACEDit
(BWP or IBWP) IRC R602.10.3
Exterior if ')
Method 3 of IRC (for other approved methods Typical Method 5 R602.10.3
see R602.10.3)
Minimum 4'0"panel width when 1/2"
Minimum 4'0"panel with gypsum board installed on 2 sides of the
Maximum 10'0 height
braced wall panel.
(See Table Re02.10.5 below for additional Minimum 8`0"panel width when 1/2"
•
allowances) gypsum board is placed on one face of the
braced wall panel.
5/16"APA rated sheathing 16"o.c.framing;or Secure with 6d drywall nails 7"o.c.
3/8"APA rated sheathing 24"o.c.framing. (See
Secure with 6d common nails R702.3.5)
Align vertical joints over studs.Horizontal
6"o.c.at edges,12"o.c.in the field,&6"o.c. joints shall occur over,and be fastened to,
at gable end walls. 1 1/2"blocking.(R602.10.7)
Align vertical joints over studs. 1 1/2"blocking at horizontal joints.
1 1/2"blocking at horizontal joints. contact ii-e P. ,i_``°_° ).; ° .-J-1-m-1,, at Support IBWP as specified in IRC
Extend sheathing to foundation sill plate. (36�) - 37C--' -' ` ' - R602.10.9
Exterior braced wall lines shall have a braced or revs := i " �` o Braced wall connections R602.10.8:Interior
braced wall lines shall be fastened to floor
wall panel located at each end of the wall line, and roof framing in accordance to Table
Exception:When a BWP begins no more R602.3(1)and to required foundations in
than 8'0"from the end one of the following is accordance with Section R602.11.1 (see
allowed: foundation details). In addition floor joists
1) Amin.24"wide panel is applied to each parallel to the top plate shall be toe-nailed
to the top plate with at least 8d nails spaced
side of the bldg.corner and the(2)24" a maximum of 6"o.c. Top plate laps shall
wide panels at the corner shall be be face-nailed with at least(8)16d nails on
attached in accordance with figure
R602.10.5,or each side of the splice.
re Where joists are perpendicular to the
2) The end of each braced wall panel closest braced wall lines above or below,blocking
to the corner shall have an 1800#capacity shall be provided under and in line with the
tie down device fastened to the stud at the
* < < ,f w braced wall panels. Where joists are
edge of the braced wall panel closest to ;''r ;CJ -'."-�`�+�;t':_ w r�° ."' ' ;-';x��,,'
.T1?`r ;'''' _l 4-.1.--:;'','_- . : parallel to braced wall lines above or below,•the corner and to the foundation or ,.y!: ,`? `;.; :;�- ., ' a rim joist or other parallel framing member
framing below. The tie down device
g shall be provided at the wall to permit
shall be installed in accordance with fastening per Table R602.3(1).
manufacturer specifications.
When noted on building plans install an 1800#,
uplift capacity,tie down device. See exterior
BWP exception#2.above
Spacing between braced wall lines in each story shall not exceed 25-ft on center in both the longitudinal and transverse di-
rections. Exception: In one-and 2-story building two adjacent braced wall lines shall not exceed 35-ft. on center in order to
accommodate an area not exceeding 900 sq.ft. in each dwelling unit. Spacing between all other braced wall lines shall not
exceed 25-ft. (R602.10.11.1)
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BUILDING PERMIT •
EXPIRATION NOTICE
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
PERMIT#: BLD12-00295
SITE ADDRESS: 41 N PALMER DR Date Issued: 12/6/2012
PORT TOWNSEND,WA 98368 Date Expires: 12/6/2013
APPLICANT: JUDITH SPECHT
C/O JED/ALLEGRA BOTHELL
933 TAFT ST
PORT TOWNSEND WA 983685400
SUBDIVISION: CRESTHAVEN SUBDIVISION BLOCK: LOTS: 5
PARCEL: 946100005 Section: 12 Township: 30N Range: 02 W
According to our records, YOUR BUILDING PERMIT HAS NOT PASSED A FINAL INSPECTION
AND WILL EXPIRE ON 12/6/2013.
To keep your building permit active you must pay a $228 renewal fee. This will keep your
permit active for one year after the date of expiration.
If renewal fee is not paid by time of expiration, no more inspections can be performed until
received.
Please contact our office if you have any questions.
Sincerely,
Permit Technician
data\forms\F_BLD_Permit_Exp_Ntc.rpt
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Date 1—13_ time received il 35- am /0 Mon Tues. Wed: Thur. -Pd.
BUD: 1 L. —2-ci 5" . Date:
OWNER: . . Contact Name:.
. .
ADDRESS: '4 ( N PAtAnAer' Contact Number.360 (04 3 -35 7(
1 _ 206 4
. t
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 ._X,.. Exterior lines Oil
Straps Interior shear Interior lines . Ducts f
Post Hole Ventilation Appliance
Underfloor --K Gas/wood stove
Man-Homes
Setbacks Insulation Final Inspection >)
Foundation .
.-A,
Block&Tie floor wall ceiling Address Post'ed
�4 JEFFERSON COUNTY. •
DEPARTMENT OF COMMUNITY DEVELOPMENT
7
Date: 7130 Time Received: 3 a / i Mon. Tue. Wed. AO Fri.
Date: ''7/3/
BLD: 1,, A95 Contact Name: /
Owner: Contact Number: 360 (,y3 37y/
Address: '9/ v Pet,/h,,.e,, 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
$ON CM
�¢ C''4 JEFFERSON COUNTY
4: DEPARTMENT O COMMUNITY DEVELOPME
Date: Time Received: ' ( Z3 am/pm Mon. Tue. Wed. Thur. Fr'
_____
Date: ( -3 I
BLD: I Z '2Q 5' Contact Name:
Owner: Contact Number: 360 ( q3 3.51/
Address: 4) F{ PAA-0,.c4.- 206
Notes: is
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
• •
Q4,4;t' ooh. JEFFERSON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
2 2
Date: / _2°Time Received: / 6 I art0 Mon. 40 Wed. Thur. Fri.
Date: /—20/
BLD: f Z 2 Q S' Contact Name:
Owner: Contact Number: 360 331
Address: L / Ai PA loWiCie 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
i • i, ,��� !
4Q4g0N coo JEFFERSON COUNTY
4,
DEPARTMENT OF COMMUNITY DEVELOPMENT
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Date: t.—r'Time Received: WO /pm Mon. Tue. Wed. la. Fri.
Date: 12.-
BLD: (2 Z q 5 11 -2A i`a Contact Name:
Owner: Contact Number: 360 t (o Li 3 33'f/
Address: 1411i2k, JJ Pa imeir 206
111
Notes: 1
Foundation Plumbing Framing Propane Tank Mechanical
Setbacks Under-ground Framing X 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 /j
Final Inspecti.� A,
Setbacks Floor
Foundation Wall Address Posted
Block&Tile Ceiling
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m Port Townsend, Wa Port Townsend, Wa
0 Z 9461 00005
360.643.1617
m
• 0 .
Driveway shall meet the
requirements of the
permitting agency
It is recommended that the
entrance be crowned so that
runoff drains off the pad
. }sA
s 064 i*
i
mm•
'I �� tee d sN
.d 0 ,. % %
CFA
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Install driveway culvert if there ki, � \
is a roadside ditch present f ,
n
4,-8"quarry soalls ,N_
$s" t
Geotextile
a �,
12"min.thickness
Provide full width of
ingress/egress area
Figure 4.1.1 —Stabilized Construction Entrance
Approved as Ecology has approved products as able to meet the requirements of BMP
Equivalent C105. The products did not pass through the Technology Assessment
Protocol—Ecology(TAPE)process. Local jurisdictions may choose not
to accept this product approved as equivalent, or may require additional
testing prior to consideration for local use. The products are available for
review on Ecology's website at
http://www.ecy.wa.govi programs/wgtstormwater/newtech/equival ent.html
Volume II—Construction Stormwater Pollution Prevention -August 2012
4-9
• •
BMP C105: Stabilized Construction Entrance / Exit
Purpose Stabilized Construction entrances are established to reduce the amount of
sediment transported onto paved roads by vehicles or equipment. This is
done by constructing a stabilized pad of quarry spalls at entrances and
exits for construction sites.
Conditions of Use Construction entrances shall be stabilized wherever traffic will be entering
or leaving a construction site if paved roads or other paved areas are
within 1,000 feet of the site.
For residential construction provide stabilized construction entrances for
each residence,rather than only at the main subdivision entrance.
Stabilized surfaces shall be of sufficient length/width to provide vehicle
access/parking,based on lot size/configuration.
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 4.1.1 for details.Note: the 100' minimum length of the
Installation entrance shall be reduced to the maximum practicable size when the size
Specifications or configuration of the site does not allow the full length(100').
Construct stabilized construction entrances with a 12-inch thick pad of fl-
inch to 8-inch quarry spalls, a 4-inch course of asphalt treated base
(ATB), or use existing pavement. Do not use crushed concrete, cement,
or calcium chloride for construction entrance stabilization because these
products raise pH levels in stormwater and concrete discharge to surface
waters of the State is prohibited.
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 30%max.
D4632)
Mullen Burst Strength(ASTM 400 psi min.
D3786-80a)
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.
Volume II—Construction Stormwater Pollution Prevention -August 2012
4-7
-IIII 0 • 4' .
house
I fr : I
Roof
downspout
114111
serves up to :::::!1
700 sf. Of roof imm
ii::::::::
'''';"'iiiiiii......
50' min. II Iiiiiiiiiiiiiiil
Vegetated
flow path
11::::::1
4:Hi:I
cSplash
'111,1 block _____4bil
1::......:
A-----.7.---- — -
1, -- Downspout extension
NTS
r Splash
/ block
Figure 3.1.7-Typical Downspout Splashblock Dispersion
V( time III–Hydrologic Analysis and Flow Control BMPs–August 2012
3-16
• I
Design Criteria for Splashblocks
A typical downspout splashblock is shown in Figure 3.1.7. In general, if
the ground is sloped away from the foundation and there is adequate
vegetation and area for effective dispersion, splashblocks will adequately
disperse storm runoff. If the ground is fairly level, if the structure includes
a basement, or if foundation drains are proposed, splashblocks with
downspout extensions may be a better choice because the discharge point
is moved away from the foundation. Downspout extensions can include
piping to a splashblock/discharge point a considerable distance from the
downspout, as long as the runoff can travel through a well-vegetated area
as described below.
The following apply to the use of splashblocks:
1. Maintain a vegetated flowpath of at least 50 feet between the discharge
point and any property line, structure, slope steeper than 15%, stream,
wetland, lake, or other impervious surface. Sensitive area buffers may
count toward flowpath lengths.
2. A maximum of 700 square feet of roof area may drain to each
splashblock.
3. For purposes of maintaining adequate separation of flows discharged
from adjacent dispersion devices,the vegetated flowpath segment for
the splashblock must not overlap with other flowpath segments, except
those associated with sheet flow from a non-native pervious surface.
4. Place a splashblock or a pad of crushed rock (2 feet wide by 3 feet
long by 6 inches deep) at each downspout discharge point.
5. No erosion or flooding of downstream properties may result.
6. Have a geotechnical engineer or a licensed geologist,hydrogeologist,
or engineering geologist evaluate runoff discharged towards landslide
hazard areas. Do not place Splashblocks on or above slopes greater
than 15%or above erosion hazard areas without evaluation by a
professional engineer with geotechnical expertise or a licensed
geologist,hydrogeologist, or engineering geologist, and approval by
the Local Plan Approval Authority.
7. For sites with septic systems,the discharge point must be downslope
of the primary and reserve drainfield areas. This requirement may be
waived if site topography clearly prohibits flows from intersecting the
drainfield or where site conditions (soil permeability, distance between
systems, etc) indicate that this is unnecessary.
Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012
3-15
IF, IL
ON c.
49- 06, JEFFERSCOMUNTY
-‘ 1...
DEPARTMENT OF COMMUNITY DEVELOPMENT
621 Sheridan Street• Port Townsend •Washington 98368
A peAtI*,:' A,.. 360/379-4450 • 360/379-4451 Fax
*---,407 www.cojefferson.wa.us/commdevelopment
441/ING I.
Master Permit Application MLA:
Project Description(include separate sheets as necessaN):
NEW CONSTRUCTION ON EXISTING FOUNDATION
Tax Parcel 946100005 Property 2.040 /89000SF
Number Size: (acres/square feet)
Site Address and/or Directions to Property
,T.APE,SE:C.!RciE RoAD rc,i;1-.7.. ._01\1`,..- EN f,V,I',1(..:--, Iziii3i--.1 ON N PA1 Vi'-'R DC-I 41 NC'. THE =_.EP:
Property Owner(s) af Record: Fax
: JUDI I H SF'LCH I 1-7-\\ 4cEo
Telephone: yii.a.--7\
360.379----UZH ! ispechtuoiympu
Mailing Address: 41 N. PALMER DR. Port Townsend, wiiiJi
Applicant/Agent(if different from owner): 1 n SFP 26 2012
i
Telephone: Fax L _.,1 email:
Mailing Address:
JEFFER3ON COUNTY
What kind of Permit?(Check each box that applies DEPT.OF COMMUNITY DEVELOPMENT
0Building 0 Variance(Minor, Major or Reasoname Economic Use)
O Demolition Permit 0 Conditional Use[C(a),C(d),or C]
0 Single Family 0 Garage Attach-. Detached 0 Discretionary"D"or Unnamed Use Classification
O Manufactured Home 0 Modular 0 Special Use(Essential Public Facilities)
O Commercial* El Boundary Line Adjustment
O Change of Use 0 Short Plat**
O Address 0 Road Approach 0 Binding Site Plan**
O Home Business 0 Cottagelndustry 0 Long Plat**
0 Propane El Planned Rural Residential Development(PRRD)/Amendments**
0 Sign El Plat Vacation/Alteration 0 Allowed"Yes"Use Consistency Analysis El Shoreline Master Program Exemption/Permit Revisions"
0 Stormwater Management 0 Shoreline Management Substantial Development**
O Site Plan Approval Advance Determination(SPAAD)* 0 Shoreline Management Variance
0 Temporary Use 0 Comprehensive Plan/UDC/Land Use District Map Amendment
El Wireless Telecommunication* 0 Jefferson County Shoreline Master Program Amendment
0 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 pi vii.,..6 to act as my agent in matters relating to this application for permit(s).
OWNER SIGNATURE Z...e.: )11----e-76.-e_. 4,14(.42—
91-1
Date: c74-a-cs- / .----
By signing this applicati 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 liabakies,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. Staff's access and right of entry will be assumed unless the applicant informs the County in writing at the
time of the appli..Lion that he or she wants •nor notice.
,
Signature: .,- Date: 91—.?--- 7 .----
s---el, . .., ...., 4.1.• '..4 .,... . .
The action or p.ions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or
endangered sla-cies 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 Me 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-tran fern. - responsibility for adheri . to and complyin.with the ESA. The Applicant has read this disclaimer and signs and dates it below.
— . /
Signature: ..., ,..--— _ -1,............ •-41 ......41-... ....,4_-.... Date: 9...— 2- .c --1"
Jr ---
C:\Documents and Settings\carol\Local Settings\Temporary Internet Files\OLK86\Master Permit Application 12-19-2006.doc
i
/- '
• BUILDER STATEMENT •
The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that
they will be assuming the responsibility of the General Contractor for the proposed project.
Signature: Date:
GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX:
BLUE HERON CONSTRUCTION ( )643.3511 ( )
MAILING ADDRESS: Randy Welle<ranwel3@aol.com> EMAIL: Randy Welle<ranwel3@aol.com>
CONTRACTOR'S LICENSE WAINS
NUMBER: BLUEHCC109D8 NtER
ARCHITECT/ENGINEER: RICK ERICKSON DESIGN LLC PHONE ( )643.1617 Fax:( )
MAILING ADDRESS: 3422 COPPER ST. EMAIL ERICKSON@MAC.COM
Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal:
❑ New ❑ Wood Existing: ❑ Sewer
❑ Addition ❑ Steel Proposed: 2.b Bank ❑ Community System
$ Alteration/Remodel ❑ Concrete Total: L.b Height 8 Individual System
❑ Repair ❑ Masonry
8 Demolition ❑ Other. D � U 11 \t - -�� •;•Existing: «. r. ..,.•: 1 ❑ Two Party t Proposed: L 8 Publi)
I H IC Total: 2 i'l l Name •• • •m:
! L' SEP 2 6 2012
If this is a Commercial Project you must answer the following: j
Number of Parking Spaces: Current Proposed: NumINFIFEXIditjr" ng pace
Number of occupants(includes owners,tenants,employees,etc) Current DEPT OF COMM WENT
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:
['Underground Tank []Above ground Tank Size of Propane Tank:
❑Heat Stove ❑Cook Stove ❑Woodstove ❑ Fireplace Insert ❑Hot Water Tank ❑Pellet Stove El 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 f ofQ�f Only .- 1 . . =; evi r
Main Floor Heated 2318 - EH Bid App Review
Floor Heated w:Consistency Review:
--
Other Heated Base fee: t �'j�'7Sj
G
Mezzanine
Heated Basement Plan Check fee: t 5n tg•
Unheated Basement State Surcharge fee: "�
4 -
Other Unheated Pot Water Review fee:
Garage/Carport SUBTOTALA Sll l■-�
Decks 911/Rd Approach fee:
EXtsn mci
Other TOTAL: $3,---163.O
Receipt Number: 132A
Cash/Check Number: O
ESTIMATED COST(REQUIRED) Date: n J�j Z
.Fair market value of all labor and materials foundation to finish `�
• 31,, ,:ro Initials:
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h Contractors or Tradespeople Prier Friendly Page • Page 1 of 2
General/Specialty Contractor
A business registered as a construction contractor with L&I to perform construction work within the scope of
its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of
account and carry general liability insurance.
Business and Licensing Information
Name BLUE HERON CONSTRUCTION CO UBI No. 600583456
Phone 3603854335 Status Active
Address Po Box 718 License No. BLUEHCC109D8
Suite/Apt. License Type Construction Contractor
City Port Townsend Effective Date 3/28/1990
State WA Expiration Date 8/19/2014
Zip 98368 Suspend Date
County Jefferson Specialty 1 General
Business Type Corporation Specialty 2 Unused
Parent Company
Other Associated Licenses
License Name Type Specialty 1 Specialty 2 Effective Expiration Status
Date Date
BONYUG1006LN BONYUN & Construction Carpentry/Framing Ceramic/Plastic/Metal 6/15/2000 6/15/2001 Archived
GRAY INC Contractor Tile
BONYUN a Construction Ceramic/Plastic/Metal
BONYUGCO24MA GRAY CERAMIC Contractor Tile Carpentry/Framing 7/1/1998 6/15/2000 Archived
TLE INST
SHOULT*093D6 SHOULBERG, Construction General Unused 3/26/1991 3/1/1994 Archived
TED Contractor
BLUE HERON Construction
BLUEHCC151MW CONSTRUCTION Contractor General Unused 7/16/1985 7/10/1990 Archived
CO INC
TIRCO**052N3 T I R CORP Construction General Unused 8/23/1995 8/15/2010 Expired
Contractor
Business Owner Information
Name Role Effective Date Expiration Date
DUFFY, PETER J Secretary 09/22/2003
MILHOLLAND, DOUGLAS Treasurer 09/22/2003
WELLE, RANDY Vice President 08/15/2006
BOUGHTON, JONATHAN President 08/15/2006 08/23/2012
STORY, MICHAEL Vice President 09/22/2003 08/23/2012
WELLE, RANDY A President 09/22/2003 08/15/2006
BOUGHTON, JOHNATHAN Vice President 09/22/2003 08/15/2006
WELLE, RANDY 01/01/1980 09/22/2003
MILHOLLAND, DOUR 01/01/1980 09/22/2003
BOUGHTON, JOHNATHAN 01/01/1980 09/22/2003
LALISH, GREGORY G 01/01/1980 09/22/2003
PINE, LIONEL J 01/01/1980 09/22/2003
LICHTY, JOHN 01/01/1980 09/22/2003
GREENE, JOSH 01/01/1980 09/22/2003
DORN, MALCOLM 01/01/1980 01/01/1980
https://fortress.wa.gov/lni/bbip/Print.aspx 9/26/2012
contractors or Tradespeople Prir Friendly Page Page 2 of 2
IMICHEL, WILLIAM I 101/01/1980 101/01/1980
Bond Information
Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amour
6 CBIC SG8601 08/15/2006 Until Cancelled $12,000.0
5 RLI INS CO RSB741329 08/11/2001 Until Cancelled 09/16/2007 $12,000.0
Assignment of Savings Information
Savings Assignment of Savings Account Number Effective Date Release Date Assignment Type Impaired Date Amount Re
2 0641013164 6/28/1993 Until Bond $6,000.00 7/
Released
1 1354535609 7/10/1985 Until Bond $6,000.00
Released
Insurance Information
Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Receivt
Contractors
20 Bonding& C11SG8601 08/15/2012 08/15/2013 $1,000,000.0006/29/
Insuranc
Contractors
19 Bonding& C11SG8601 08/15/2011 08/15/2012 $1,000,000.0007/08/
Insuranc
18 CBIC C11SG8601 08/15/2010 08/15/2011 $1,000,000.0007/15/
17 CBIC C11SG8601 08/15/2009 08/15/2010 $1,000,000.0008/11/
16 CBIC C11SG8601 08/15/2008 08/25/2009 $1,000,000.0007/02/
15 CBIC C11SG8601 08/15/2006 08/15/2008 $1,000,000.0007/02/
Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period
Warrant Information No unsatisfied warrants on file within prior 6 year period
Infractions/Citations Information No records found for the previous 6 year period
https://fortress.wa.gov/lni/bbip/Print.aspx 9/26/2012
Jefferson County Building Division Permit Numb BLDI2-00295
Applicant: SPECHT
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 days 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 1
Inspection Item Date Approval Signature Notes
Setbacks t 2.12" Z P - Minimum setback from North Palmer Drive right-of way shall be 20
feet. Mininum side yard setbacks shall be 5 feet. Minimum setback
from Ordinary High Water Mark(OHWM)shall be 127 feet 11 inches
as per submitted site plan. (Residence is being built within the same
footprint as previous SFR that burnt down).
Erosion Control SEE CONDITION 2
Foundation Footing f
Footing Drains
Foundation Stem Wall
Underground Plumbing
Under Floor Framing 1_,1_i3 49,_
Straps(hold downs) �1. ,1.i3 �.
Ext.Shear Wall Nailing ��p�i'l,
Rough-in Plumbing ( v
Framing
11(ial1
�_•
�? (,�i Lei
Airseal l (11!2) �f'�,�
Insulation:Walls
Insulation:Floors bl /Insulation:Ceiling �)
Int.Shear Wall Nailing 14 f/Is
Wallboard Nailing .4q//3
Gas Line: Interior `2 `/l 7 %
Gas Line: Exterior
Propane Tank
1 2-� t r6
Heat/Chimney Clearance
Drywell/Alt Drainage SEE CONDITION 1 FOR SPLASHBLOCKS
Address Posted
FINAL INSPECTION 713\1tl y..
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#: BLD12-00295 Received Date: 9/26/2012
SITE ADDRESS: 41 N PALMER DR Issue Date 12/6/2012
PORT TOWNSEND, 98368 Expiration Date 12/6/2013
OWNER: JUDITH SPECHT PHONE: 360-379-0297
C/O JED/ALLEGRA BOTHELL
933 TAFT ST
PORT TOWNSEND WA 983685400 CRESTHAVEN SUBDIVISION
SUBDIVISION: Block: Lot: 5
PARCEL NUMBER: 946100005 Section: 12 Township: 30 N Range: 02 W
CONTRACTOR: BLUE HERON CONSTRUCTION CO PHONE: 360-643-3511
PETE DUFFY
PO BOX 718
PORT TOWNSEND WA 98368
Contractor's License BLUEHCCI09D8 Expires 8/19/2014
PROJECT DESCRIPTION: NEW SFR TO REPLACE FIRE DAMAGED RESIDENCE in conjunction with a
shoreline exemption permit(SDP12-00053)
TYPE OF WORK RES SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN: 2,318
VALUATION 241,000.00 ADD'L: HEAT TYPE: EEE
CODE EDITION: 2009 HEAT BASE: HEAT TYPE:
OCCUPANCY: R-3 UNHEATED: #OF STORIES:
OCCUPANCY: OTHER:
CONST TYPE: 5N GARAGE: SHORELINE:
CONST TYPE: DECK: SETBACK: 128
BANK HEIGHT:
SEWAGE DISPOSAL: CON
WATER SYSTEM: 11050 Type Amount Paid By: Date: Receipt:
BEDROOMS: BATHROOMS: Permit $1,783.35 LYK 09/26/12 135236
Exist: 0 Exist: 0 Plan Check $1,159.18 LYK 09/26/12 135236
Prop: 2 Prop: 3 State Building Code $4.50 LYK 09/26/12 135236
Total: 2 Total: 3 Total: $2,947.03
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# :BLD12-00295
1.) DESIGN CRITERIA FOR SPLASHBLOCKS:
AVEGETATED 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.) 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.
4.) The property owner shall comply with Water Conservation Measures (per list maintained
by the UDC Administrator).
5.) 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.
6.) 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.
•
7.) Outdoor residential storage shall be maintained in an orderly manner and shall create no
fire, safety, health or sanitary hazard.
8.) 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.
9.) A minimum of two(2)on-site parking spaces shall be provided for the single family
residence.
10.) 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.
11.) 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.
12.) Minimum setback from North Palmer Drive right-of way shall be 20 feet. Mininum side
yard setbacks shall be 5 feet. Minimum setback from Ordinary High Water Mark(OHWM)
shall be 127 feet 11 inches as per submitted site plan. (Residence is being built within the
same footprint as previous SFR that burnt down).
13.) The building height is not to exceed 35 feet.
14.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of
impervious surface which includes roof tops, driveways, concrete, etc.
15.) Residential developers and individual builders shall be required to preserve shoreline
vegetation and reduce the associated risk of erosion during construction and any future
activity which may impact the stability of the shoreline.
\\firlemark\rlata\fnrmc\F RI 11 Permit Rlrin rnf 12/R/9(112