HomeMy WebLinkAboutBLD2005-00289 S ILDING PERMIT APPLICAT'N B RDOe 00w ppe89
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD05-00289 Received Date: 5/4/2005
SITE ADDRESS: 787 OLELE POINT RD
PORT LUDLOW, 98365
OWNER: BARBARA DUNLAP PHONE: 360-437-0656
787 OLELE POINT RD
PORT LUDLOW WA 98365-9474
OLELE POINT
SUBDIVISION: Block: Lot: 10-15
PARCEL NUMBER: 977400008 Section: 28 Township: 29 N Range: 01 E
CONTRACTOR: OWNER/BUILDER PHONE:
REPRESENTATIVE: PHONE:
•
PROJECT DESCRIPTION KITHCEN REMODEL - NO MLA RQRD
TYPE OF WORK RES SQUARE FOOTAGE:
TYPE OF IMP ALT MAIN:
VALUATION 100,000.00 ADD'L: HEAT TYPE:
CODE EDITION: 2003 HEAT BASE: HEAT TYPE:
OCCUPANCY: UNHEATED: # OF STORIES:
OCCUPANCY: OTHER:
CONST TYPE: SHORELINE:
CONST TYPE: GARAGE:
DECK: SETBACK:
BANK HEIGHT:
SEWAGE DISPOSAL:
WATER SYSTEM:
BEDROOMS: BATHROOMS:
Exist: Exist:
Prop: 0 Prop: 0
Total: 0 Total: 0
Routing Date;,. /9/0
L�`
Type • Amount Paid Bv: Date: Receipt: Approved/Date
Permit $993.75 BAC 05/04/05 73059 A p p R O V E
Plan Check $645.94 BAC 05/04/05 730594
State Building Code $4.50 BAC 05/04/05 73059 MAY I 2365
Potable Water Application $53.00 BAC 05/04/05 73059
Total: $1,697.19 1 Je son County Planning
B ng Department
Fa AC--
1
BUILDING PERMIT•
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
PERMIT #: BLD05-00289 Received Date 05/4/2005
SITE ADDRESS: 787 OLELE POINT RD Issue Date 05/19/2005
PORT LUDLOW, 98365
APPLICANT: BARBARA DUNLAP PHONE: 360-437-0656
787 OLELE POINT RD
PORT LUDLOW WA 98365-9474
SUBDIVISION: OLELE POINT Block: Lot: 10-15
PARCEL NUMBER: 977400008 Section: 28 Township: 29 N Range: 01 E
CONTRACTOR: OWNER/BUILDER PHONE:
PROJECT DESCRIPTION: KITHCEN REMODEL - NO MLA RQRD
CALL IN FOR THE REQUIRED INSPECTIONS THAT APPLY TO YOUR PROJECT.
SETBACKS:
UFFER:
Footing:
Foundation:
Stormwater FINAL Approval: _
Underground Plumbing:
Underground Insulation:
Shear Wall :
Sheathing: _
Framing:
Plumbing:
Propane Tank/ Lines:
Insulation:
Sheetrock:
Septic Sytem Final Approval (If not on sewer): _
Road Approach Final Approval:
Zoning Final Approval: _
Final/Occupancy Approval: r --
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. 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
I:\F_BLD_Permit_Buildng.rpt 10/29/19
��,¢SON CO'. JEFFERSONIAUNTY
k' ' DEPARTMENT OF COMMUNITY DEVELOPMENT
7 .,, ` '� 621 Sheridan Street • Port Townsend •Washington
360/379-4450 • 360/379-4451 Fax__ 4
�Ys p� www.cojefferson.wa.us/commdtvelopment • I ND C hAr ,L )>i L4prif1+-
Master Permit Application — 4 2005 12 LA: NO I-itA TtD i I)
Project Description(include separate sheets as necessary): - — --
r t,J tZor-lO t?I✓(
Tax Parcel Property I ttmerot•
Number: 5117 £D6 00 g Size: t Z A-C. (acres/square feet)
Site Address and/or Directions to Property: 7? 7 O L E(„E 'o 1 N T It P
Property Owner(s)of Record: BA K A R A Pik N LA P
Telephone: 't3 7 "0 1 S6 Fax: email:
Mailing Address: SArtE A-S R go to
Applican '• D if different from owner): RYkN 7I td..1'•t A N i p.c..
I
Telephone: 3 60-311-41441 Fax: 3 6O- 71-C 1 SO email: YyO�.+.� " Ti���xaK�k�l ht�,.�
it
Mailing Address: p0 (6Ok (3 S PO R . *f P LOC[G W q 18337 I •
What kind of Permit?(Check each box that applies)
I I Building ❑ Variance(Minor, Major or Reasonable Economic Use)
1 i Demolition Permit ❑ Conditional Use[C(a), C(d),or C]**
)(Single Family ❑ Discretionary"D"or Unnamed Use Classification
Li Garage Attached/Detached ❑ Special Use(Essential Public Facilities)**
❑ Manufactured Home ❑ Boundary Line Adjustment
❑ Modular ❑ Short Plat**
❑ Commercial* ❑ Binding Site Plan**
❑ Change of Use ❑ Long Plat*"
❑Address i i Road Approach ❑ Planned Rural Residential Development(PRRD)/Amendments**
❑ Propane ❑ Plat Vacation/Alteration**
❑Allowed"Yes"Use Consistency Analysis ❑ Shoreline Master Program Exemption/Permit Revisions**
❑ Stormwater Management ❑ Shoreline Management Substantial Development**
❑ Site Plan Approval Advance Determination(SPAAD)* ❑ Shoreline Management Variance
❑Temporary Use ❑ Comprehensive Plan/UDC/Land Use District Map Amendment
❑Wireless Telecommunication* ❑ Jefferson County Shoreline Master Program Amendment
❑ Forest Practices Act/Release of Six-Year Moratorium
*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 g. N (1 to act as my agent in matters relating to this application for permit(s).
OWNER SIGNATURE// Date: 311.S l v b
By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of
his,her or it's knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet
may result in this permit being null and void.
I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and
expenses which mayinan-S way a against Jefferson County as a result of or in consequence of the granting of this permit.
I further agree to pf vide access a 'ght of en to Jefferson County and its employees,representatives or agents for the sole purpose of application
review and any ter in cti s.Acce and 'g t of entry to this property shall be requested and shall occur only during regular business
hours.
Signature: Date: ( I,S j I
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 wii of 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 pliance with the fferson County development code.The Applicant acknowledges that he,she or it holds individual
and non- nsferable respons'it�ility for dheri to and complying with the ESA. The Applicant has read this disclaimer and signs and dates it below.
Signature 1 t'L Date: `b /1 /L+
G:\PermitCenter\FORMS\DRD FORMS\Master Permit Application 7-8-04.doc
0 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 responsibility of the General Contractor for the proposed project.
Signature: Date:
GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX:
Iht-te As 0tooGIG. ( ) ( )
MAILING ADDRESS: EMAIL:
CONTRACTOR'S LICENSE WAINS
NUMBER: NUMBER
ARCHITECT/ENGINEER: PHONE ( ) FAX:( )
MAILING ADDRESS: EMAIL
Project Type: Frame Type: Bathrooms: p,4/ Shoreline: Type of Sewage Disposal:
I I New X Wood Existing: �q _ ❑ Sewer
Addition ❑ Steel Proposed: <'`k►' Bank " CI Community System
)( Alteration/Remodel ❑ Concrete Total: H_eight: Individual System
Hi Repair U Masonry F.WillN" SEP Permit#
I 1 Demolition HI Other: Bedrooms: 4 Water Supply:
Existing: DSO QM Setback: Li Private well I i Two Party
Type of Heat: Proposed: [l Public
Total: (/ 6X1571N 4 Name of System:
If this is a Commercial Project you must answer the following:
Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces:
Number of occupants(includes owners,tenants,employees,etc) Current Proposed
IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No
If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply:
I I Underground Tank ❑ Above ground Tank Size of Propane Tank:
I I Heat Stove [I Cook Stove I I Woodstove I 1 Fireplace Insert I i Hot Water Tank I i Pellet Stove Ii 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
andsize,distances from the propane tank to all roe lines,buildings and septic system components,
lines, tank location p p property►rtY
including the reserve area.
Square Footage For Office Use Only
Current Proposed Amount
Main Floor Consistency Review:
2""Floor Base fee: /13. rj G�
3fd Floor Additional Section:
Mezzanine: Plan Check fee:, �Q`1 , Jn f 0`�
Heated BasementA _ 4 ^ State Surcharge fee: J
Unheated Basement _-
Pot Water,Review fee:
SIW
Other Unheated 911/Rd Approach fee:
Garage/Carport TOTAL: $ 1 el
r It
Decks Receipt Number: 16 t 3U
f
Other Cash/Check Number: .54 S
ESTIMATED COST(REQUIRED) Date: h�j
•F r market value.Qf all labor and materials foundation to finish VJ
if hst./o r) (SE" R rIteif&D DEsc) Initials:
�r ILLr ;
G:\PermitCenter\FORMS\DRD FORMS\Master Permit Application 7-8-04.doc
C� 1,17-Y
JEFFERSON COUNTY DCD
BUILDING PLAN REVIEW
❑ APPROVED AS SUBMITTED
APPROVED AS NOTED
❑ RE E TED
Date %ReviewggaE2
NONCE. Plana are approved excepting
any errors or omissions. All work must
Pass inspection In conformance with
all applicable codes and ►egulations.
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SCALE 1/I' _ ,•
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SIMPSON 1..
IMPS N TENSION STRAPS AT INTERMEDIATE:
1EM FIR
f GRADE
f'
FLOORS"
SEE THE PLANS TO DETERMINE THE DIFFERENT'bESIGNATORS
FOR SHEAR WALL "
'`�',�
l i
CS15 SIMPSON STRAP WITfI 15-8d NAILS FACIi END OF STRAP
(LOAD CAPACITY 1.59 KIPS,WIT}!
MATERIALS, -NAILING, ANCHOR BOLTS, AND HOLDOWNS.
LOCATE HOLDOWNS AS
(2) 2x4's)
CLOSE AS POSSIBLE TO THE END OF THE DESIGNATED WALL.
BLOCKING FOR THE
(2)CS150 SIMPSON STRAP WITH
' HORIZONTAL JOINT IN THE GYPSUM WALLBOARD (GWB) OR
GYPSUM SHEATHING
15-8d NAILS EACH END OF EACH. STRAP
(LOAD CAPACITY,:3'.18 KIPS...WITH
BOARD (013) I€ REQUIRED ONLY IF SPECIFICALLY CALLED
OUT BELOW.
(2) 2X4's)
G1 - ONE SIDE GWB OR GSB
(I)CS159 STMP50N STRAP WITH 15.6d NAILS EACH END OF,EACH 'STRAP
P1 -
G2 - TWO SIDES GWB OR GSB
ONE SIDE PLYWOOD
(LOAD.CAPACITY 4.77 KIPS WITH (4) 2x4's)
P2 -
TWO SIDES PLYWOOD
-
(4)CS150 SIMPSON STRAP-WITH'15-8d NAILS EACH END OF EACH
STRAP
(LOAD CAPACITY 6.36 KIPS WITH (4) 2x41s)
SHEAR WALL TABLE
WALL NAILING NAIL SPACING BLKG - PLATE
PLATE VALUE
TYPE 1/2" 5/8" EDGES STUDS REQD ANCHORS
NAILING (A/LF)
-�
-
GYP GYP
G1-7
5d
6d
711
7"
NO
5/8"
@
48"
16d @
11"
100
GI-4
5d
6d
4"
4"
NO
5/8"
@
48"
16d @
11"
125
G1-4B
5d
4"
4"
'' 2X4
5/8"
@
48"
16d @
9"
150
G1-4B+
6d
4"
4"
2X4
-5/0"
@
48"
16d @
8"
175
G2-7
5d
6d
7"
'I"
NO
5/8"
@
48"
16d @
7"
200 -
G2-4
5d
6d
4"
4"
NO -
5/8"
@
48"
16d @
5"
250
G2-4B
5d
4"
4"
2X4
5/8"
@
48"
16d @
4"
300
G2-4B+
6d
4"
4"
2x4
5/8"
@
40"
16d @
4"
350
1/2" PLYWOOD
MAY
BE INSTALLED
EITHER HORIZONTALLY OR VERTICALLY
P1-6
10d
6"
12"
2X4
5/8"
@
40"
(2) 16d
@ 10!'
278
P1-4
10d
4"
12"
2X4
5/8"
@
32"
(2) 16d
@ 6"
418
Pl-3
10d
3"
12"
3X4-
5/8"
@
24"
(2) 16d
@ 5"
545
P1-2
10d
2"
12"
3X4
- 5/8"
@
20"
(3) 16d
@ 5"
713
P2-6
10d
6"
12"
2X4.
5/8"
@
24"
(2) 16d
@ 5"
556
P2-4
10d
4"
12"
2X4
5/8"
@
16"
(3) 16d
@ 5"
835
P2-3
10d
3"
12"
3X4
5/8"
@
12"
(4) 16d
@ 5"
1090
P2-2
10d
2"
12"
3X4
5/8"
@
loll
(4) 16d
@ 4"
1426
NOTE.- USE 2 STUDS AT 16" O.C. UNLESS OTHERWISE NOTED.
FOR ? AND 2" O.C..NAILING USE 3 X 4 STUDS.
FRAMI+. ADJOINING PANEL EDGES SHOULD BE 3X STUDS '
AND NAILS SHOULD BE STAGGERED FOR 2" O.C. SPACING !
,r , 0
FRAMING AT ADJOINING PANEL EDGES SHOULD BE 3X STUDS
_ AND NAILS SHOULD BE STAGERED WHERE 10d NAILS ARE
SPACED 3" O.C. OR LESS AND THEY PENETRATE 1-5/8^ INTO
THE FRAMING.
ALL ANCHOR BOLTS SHALL BE 10" LONG, BOLTS AND SHALL HAVE A STANDARD BOLT HEAD OR AN EQUAL DEFORMITY
IN THE EMBEDED PORTION.
THE ALLOWABLE SHEARS FOR THE G.W.B. SHOULD BE REDUCED
BY 50% WHEN RESISTING SEISMIC,LOADS,IN SEISMIC ZONES
* "3 & 4 U.B.C. TABLE 47-H ;
FOR ADDITIONAL INFORMATION REFER TO TABLE 25-K-1 OF THE
U.B.C- 1988 EDITION.
T O E N A I L S C H E'D U L E'
HEM -FIR PLATES AND BLACKING
TOE- NAILS REQUIRED TO TRANSFER. THE SHEAR LOADS
'FROM-2x BLACKING.TO THE TOP PLATE, OF SHEAR WALLS ,
SHEAR. -WALL TOE NAILS SHEAR' WALL - TOE NAILS
G1 71 10d @ 10" O.C. Pl - 6 (2) 10d @ 7" O.C.
G1 - 4 10d @ 8" o.c. PI - 4 (2) 10d @ 4" O.C.
GI - 4B 10d @ 6" o.c. Pl 3 2 10d @ 311
G1 4B+ 10d @ 5" o.c. P1 - 2 (2) 10d @ 2" o.c.'
G2 7, 10d @ 5" o.c. P2 - 6 (2) lOd @ 3" o.c.
w:
C2 - 4, lOd @ 4" O.C. P2 4 (2) A75P (SIMPSON)
r G2 -'4B: .(2)10d @ 6" O.C. P2 -,3_ (2) A35F (SIMPSON)
..I'� G2- 4B+ (2)10d @ 5^ o.c. P2 2,,,., (3) A35F (SIMPSON)
Use SOd Common Nails or equivalent P-Nails
Allowable Load of Toe Nail - (94.00*5/6)*1..33*0.82 = 85.43 //Ft.
{
See,shear wall'table for type of shear wall
H 0 L D 0 W N S
Tt HEM -FIR STUD GRADE'
INSTALL SIMPSON HOEDOWNS OR EQUIVALENT AT'THE END OF SHEAR WALLS
p+ a
AS SHOWN ON'THE DRAWINGS. USE 2 X 4 H.F. STUD GRADE AS SHEAR
WALL BOUNDARi ELEMENTS TO ATTACH THE HOLDOWNS. REFER TO SIMPSON
CATALOG C-90q-1'PAGES 8 & 9 FOR`.HOLDOWNS AND PAGES 44 & 45 FOR
SIMPSON STRAPS. SEE I.C.B.O. RESEARCH REPORT 12156 FOR HILTY-KWIK
BOLT ALLOWABLE PULL-OUT LOADS WITH'SPECIAL INSPECTION.
A R R A'N G M'E N T': W I T H A
,
HD7A-SIMPSON HOLDOWN WITH TH Al-1/8^ 'ANCHOR BOLT EMBEDED INTO THE.
.CONCRETE AND" (3) 7/8".- A-307' BOLTS 'THROUGH (5) 2X4 H.F. STUD _
,1*GRADE.; LAMINATED STUDS. SEE- HOLDOWN'-,.INSTALL.ATION DETAILS.
(LOAD CAPACITY 19.82 KIPS.)
E,
ED 15.0" INCHES INTO 3000 PSI CONCRETE
19.0" INCHES INTO 2000 PSI, CONCRETE
HD9 SIMPSON HbLDOWN WITH A 1-1/8"' ANCHOR`'BOLT EMBEDED INTO THE
CONCRETE AND-'(.Y 1" A-307' BOLTS THROUGH (4) 3X4 H.F. STUD
i ( GRADE' LAMINAT}i4L.-,,STUDS. SEE;' HOLDOWN ",INSTALLATION DETAILS.
(LOAD tCAPACITY12.46 KIPS.),
EMBEDDE)7.Y5.0" INCHES INT0 3000 PSI CONCRETE
` - EHBEDD,Et1-'25.0" INCHES., N TO'2000;'PSI CONCRETE
HD12` SIMPSON HOLDOWN WITH A 1-1/8" ANCHOR` BOLT EMBEDED INTO�THE
'CONCRETE AND '(4) 1" A-3-07 BOLTS THROUGH 2 4X4 H.F.GR
ADE, ( )STU
D
DE, LAMINATED STUDS. SEE „HOEDOWN (<INSTALLATION DETAILS.
' LOAD'"CAPACITY 15.71 KIPS. -- ,�
:EMBEDDED 15.0" INCHES INTO 3000 PSI 'CONCRETE':
F`e' EMBEDDED 30.0" INCHES 1-rM`2000,IPSI. .CONCRETE
,h
r SIMPSON HPA HOLDOWN EMBEDED STRAPS''
1, r
C
HPARD22 HOLDOWN STRAP WTTH 2 "
4 16r1 Hfil WITH (2) 2kd 05TUD9 Blfi-b:i
IN'1'U THE N CO C.RETF, FOUNDATION.
I 0 (LOAD CAPACIT'! 2.35 .KIPS)
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