HomeMy WebLinkAboutBLD2004-00541 0 MLA04-00508
BUILDING PERMIT APPLICPON Review Type: l
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT#: BLD04-00541 Received Date: 8/24/2004
SITE ADDRESS: i✓\\MT CONSTANCE WAY
PORT LUDLOW, 98365
OWNER: PORT LUDLOW ASSOCIATES LLC PHONE: (360)437-2101
70 BREAKER LN
PORT LUDLOW WA 98365-9766
SUBDIVISION: OLYMPIC TERRACE DIVISION 1 Block: Lot: 13+
PARCEL NUMBER: 978800013 Section: 21 Township: 28 N Range: 01 E
CONTRACTOR: PORT LUDLOW ASSOCIATES LLC PHONE: (360)437-2101
70 BREAKER LN
PORT LUDLOW WA 98365
Contractor's License PORTLAL994L8 Expires 5/2/2006
REPRESENTATIVE: PHONE:
PROJECT DESCRIPTIOI NEW SFR W/ATTACHED GARAGE & DECK(S)
ALSO 120 GAL AG PROPANE TANK
TYPE OF WORK RES SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN: 2,289
VALUATION 225,905.00 ADD'L: HEAT TYPE: EEE
CODE EDITION: 2003 HEAT BASE: HEAT TYPE: HTP
OCCUPANCY: R-3 UNHEATED: #OF STORIES: 1
OCCUPANCY:
CONST TYPE: 5N OTHER: SHORELINE:
CONST TYPE: GARAGE: 540 SETBACK:
DECK: 340 BANK HEIGHT:
SEWAGE DISPOSAL: SEW
WATER SYSTEM: LUDLOW PARCEL TAGS: YES NO
BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA
Exist: Exist: Wetland Erosion
Prop: 2 Prop: 2 Seismic Streams
Total: 2 Total: 2 Flood Way Floodplain
C F&W Landslide
Routing Date:
51�5 I o4 Shoreline Aquifer
Forest: Commercial Rural
Type Amount Paid Bv: Date: Receipt: /1/\ p f j c , / E ID
Permit $1,699.35 KAS 08/24/04 67486 n N
Plan Check $1,104.58 KAS 08/24/04 67486 OCT - 6 2004
State Building Code $4.50 KAS 08/24/04 67486
Potable Water Application $52.00 KAS 08/24/04 67486 Jefferson County Planning
& Building Department
Total: $2,860.43 1.o1 r
;'p ra.Q��c_
OT /.: 1
• III
Jefferson County Department of Community Development
SON 0062 ca,i,1 Sheridan Street,Port Townsend WA 88368[3601378 0
(\„„_._,
4,
ocation
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07— 2 (revised)
Project Description:
Building Type:
Project Type: Frame Type:
)( Single Family 7(New )C Wood
$ Garage Attached/Detached
Addition Steel
Modular Alteration/Remodel Concrete
Commercial
Repair Masonry
Multi-family/#of Units
Demolition Other:
Industrial
Other: -
Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat:
Choose one:
Existing: Sewer Community System X Electricity Oil
Existing:
Proposed: 2 Proposed: 2 Individual System Woodstove Propane
Total: 2 Total: 2 If not sewer,fill out the following: )( Heat Pump /�
Conventional Alternative Other,rVane Yi r5Ohee,
Permit# SEP
Water Supply: �Wv{"1'
Private well Two Party Well Public:Name of water system:
.. 0
Square Footage: For Office Use Only
Main Floor 2, 2 8 9 Consistency Review
2ND Floor _ Base fee Ito _35
I
Plan Check fee Ier‘k 5S
3rd Floor 4
Htd Basement
State Surcharge fee ``
Unhtd Basement
Subtotal OC 85�'4�
Garage/Carport 5 yO Pot Water Review fee el 5
Decks ✓?`'D 911/Rd Approach fee `
TOTAL 3� •5 43
Commercial ^—�
Industrial Receipt# 1 gw
Other Cash/Check# 1 a
Total Valuation: Initials
Or
Date
Estimated Cost: A /�4 8a8, 00
If within 200' of the Shoreline, ft.
Distance to Bank or Ordinary High Water Mark ft.Bank Height
By signing the application form,the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any
omission of a material fact made by the applicant/owner 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 attomey'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 an ght f entry o Jefferson County and it's employees,representatives or agents for the purpose of applica n review d any required later inspections.
Access and right of entry to theappl' a 's to rty or structure shall be requested and shall occur during regular business hours.
Signature: C� Date:
OVER ►
H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDperrnitApplication 11-8-01
08/16/2004 15: 59 3603794451 JEFF CO DCD PAGE 02/02 1
08/16/2009 13:02 FAX 360" ��' ► DLO{9 ASSOCIATE JC PERMIT CENTER jai002 /3
04
P.Ar"" �, AU6 1 B 200�r Jefferson County Department of eommmtty Dovo!opm®at
�-'' 8Z1 Skerl ao Strout,Part lown>�end WA OS2fl [36N S78-i!Q 60
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cat 600 n
S{oc4 7Q/n
0i 2 (revised)
Pro"cct Dcscri tiont
•
' Building Type: Project Tye ' - - Frame Typc:
f(Single Family x New )4 Waad
)( Garage Attacbcd/Detached Addition Steel
Modular Alteration/Remodel Concrete
Commercial Repair Masonry
Multifamily/4 of Units I)eraolitiotx Other
Industrial
Other. -
Barhrcons$s Eedroornts: Type of Sewage Disposal: Type of Heat;
Choose one:
Exuiritg: 19" Fsdsting: `5- X Sewer Community System X Electricity Oil
• Proposed: 2 Proposed' Z Individual Sicte.m Woodstove Propane ,
Total: Z Total: 2If not sewer,fill out the following: X Heat Pump
• Conventional Alternative Other/2roipant 94
504'e .
Permit 0 SEP
Water Supply:
Private well Two Pn.rty Well Public:Name of water system; Q�� g'I� g
Square Foot of ,n a"!N {I t,iii`Aei N 9 i 1J' gat ,r ,1 f "i.m�ri yet• 1, )I a i1 1"1 . y
�'] I 41,1J4,ae 1! Y +�M'., dddl y.Iy�1r t V o-i r r, 1n��Jl4 i
Main Floor 2, 2 87 c�tC licos D'j i„ �'4 w'nn °,r1 P1 .I{I' p [ I'k. ,ty 1�d,. .. .,Ilk., 1 1
F t'u y S s r 1a1 f "� �t ""c"li' adii
2�Floor I ` , tP'':Pill Vi'Iillt A, R' . y n�lLwii
1' r
30 Floor _ _ Ii e,ll IL
�' 1 ' 4 11 (r Y. tlum,a ,r
1 t,/ g+wwt,�rl�.o
° d a" itl °hwn"P�. i Olu4rtirn tall 11 . du., • r t tT t I�:ne ',
11t2,..ni� .1 i'1 np?u+n v Iny a��pe k t,u
4 % LogNlril Ai Oi t�74 kf�it�,i�9 iy1�tt.m .Via...,,...�! " 7"i
Iitd Basement ka 1 P ,,, r11.11 ',;, 1un.MSrP!fePli,m,CntD'w'i �r ..- !;...'„At'11 i..ill.: "
1�'11'1'1 ;;ryry'IN�101;1ppt�a7•• 1'Iota ll i,l�"] 41 I y � 1 p�
m I "'i 4it"'iY i1.F,"I IliiC 7 �9 i J 1 I 1e11 ,1 ,�` 11"AY b
U,tk�td Basement 1� `� 1 1II j� 6 � 7., Ip .,ff �' i,
11 11,�iii , S ..rd l'l^G•i:Ia 1 L' t , 1 1'_�.+m" a t l aR '� R
Gara<gc/Carport Ux+hctt�t.D 5'fO it?a'.'d '�t I` " 1 1 A ; If [ .16.4 "116.:+1 � '.4 : ,�':77,:1 of
l` 2 1 a {i '1 No] �g� Y 1 l l 1 i ii'" I I� 1 q p t M
Decks 3 7 e) 41 6X�.7.ip 1'14 ',a '{ { �I{'t ; l ',5I rjl 'I ,yl'ttd 11' di�l j'ri'�t I it I, " (.
t {)1r r�1It 1, !. 1i 11I— Pi "i{lonl, II'�ftl i:j' ' rz„ I,�L Ip,� i Y +I /i :TaP� '"�I�f�ll y�
1., p��� n i un t 1 00 n
Commercial ,!iglA 4 1!." Fri 1',.. t. ., „ 0 t11,
^� 1 li I m Il r1�GyQ,�,n l,1 ,io a inn _ �� �V�' .. A'A...I
�{Y�I�IyyI����JJ++ ''ryryII II...IIttIyy11'' ��tty���y1 tt``II 1,
Industrial 1 51SIL'i^taifainlbilii1 '1�l.1l li $lit! 1 .1 unm
�y /—^yl Gf^)I�Iy �/� 1 • Iyp� p : ' r ti t illj"f. '�`t{i,Iwr ,r ,w i.•s+lriljrl "ISM
Other r� �S lY \-61 .' 1 lt1 .rf3 10r A{A'i�Pr'�'I" 1 „!I y C ll', l ryiiN\ F{RJ}�I Jhly• l'I
� � o � ��yy yy wl 1 ,flppi tC r� .t. wi'1 4 s�.a nlff�i�.l'
�� ' It 96d P ti" •j,n4l r �.d1 •.. I F a.1o•rt1r„uWI�1t4I
Total Valuation,_ L ,��:r 1 tap aev 4 H . ra4.l ia.r. L;, :Ira r 1rw. �;
e ,nJ .I ��1CI 1.,".�.:.til�w «��iu 4.
eu lase�+1 yyal i,,II ""il ;.i7K'"i3;'"• It t d •' 't -
{ "�7l Hiil'ut9 IV^IIe ttil�9n n ,��.F tMt i' S M 1' sat yy�`t�..
Or iSpQ�n anNla u,,YtI a�jfi S� 1, I f n 1111' �4i1 t� ��
n41 Aril y�"r'N-19,"•�• iv" fftII 11- I;° Iy 4 1
a�i yuoT'ilal7eiiiJl '�",i,Hi.IGiNk�lt;°f,iY."I,' 1 „ ' e�y�r �1m1.4�un�,�'7• cxo"6
p �/ ,1 f,,1 r C"'•e �ty e 1 i t' , Y1 �1) � �1"SSI�e ^�11'Ii.U.I'�,�..'�'ei 'k'.
.r:GtrrDatC✓d Cost 1.6 7 ruiFdnwl due nr b',n Q N ,. t ,^ • 1 q ItliTividu t.:� lr,
,41i,'..* 'r"$.1„�':. t h ' ( a,vr L " G l4-••l�. �:-,1.;'q:....,1,ra .flu'
If within 200'of the Shoreline,
Distance to Bank or Ordinary High Water Made ft.Bank Height ft.
By viwu yl app lee•on am,the . claatt/ownct gtcatio that die infurnuatioi provided herein is nue and coaxer so she hest of their knowledge. Any material f•I. otsd as arty
colIssiori of a msmsial Coot mule by rho appllae.ti/ovanec with teilaea m dds application packet may msultio this prmait being null and void.
I further agree to savr,indemnify and hold hamdces Jefferson County agsinar All liabiIities,judgments.court o stty reasonable apamsy'a&es and expenses which may it any way accrue
spina Jeffenon County se a ryaulr of or in consequence ct the&venting of this pemur
i Audios wan sa provide acrasa brad Rie.t,E.yntr-to jcfrtal on Couary sod WI s,tplayeey repeanenadvof cc agents 6t the purpose of a10cadon review and any requited lacer inspections.
Access and> be of entry to the applicant's property or atn heave shall be requested and shall occur during regular business hoUce.
Signature:. Date:
. OVER ►
H:HOME\PLNCNTR\INFOBLDG\FORMS\BLDprrnvtApplication 11-B-01
410 •
BUILDING PERMIT
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
PERMIT #: BLD04-00541 Received Date 08/24/2004
SITE ADDRESS: 271 MT CONSTANCE WAY Issue Date 10/6/2004
PORT LUDLOW, 98365
APPLICANT: PORT LUDLOW ASSOCIATES LLC PHONE: (360) 437-2101
70 BREAKER LN
PORT LUDLOW WA 98365-9766
SUBDIVISION: OLYMPIC TERRACE DIVISION 1 Block: Lot: 13+
PARCEL NUMBER: 978800013 Section: 21 Township: 28 N Range: 01 E
CONTRACTOR: PORT LUDLOW ASSOCIATES LLC PHONE: (360)437-2101
70 BREAKER LN
PORT LUDLOW WA 98365
Contractor's License: PORTLAL994L8 Expires: 05/02/2006
PROJECT DESCRIPTION: NEW SFR W/ATTACHED GARAGE & DECK(S)
ALSO 120 GAL AG PROPANE TANK
CALL IN FOR THE REQUIRED IN PE TONS THAT APPLY TO YOUR PROJECT.
SETBACKS: j�
UFFER: 6°K /p12.
Footing: D1r' Or
Foundation: DX ions
Stormwater FINAL Approval: e;ik /0/051,
Underground Plumbing:
Underground Insulation:
Shear Wall : // *e Dk iZi 1
044
Framing: /
Plumbing: ,A //4/61S
Propane Tank/Lines: ,L /
Insulation: / 1/ _3
Sheetrock: /q a
Septic Sytem Final ppro I (If n on sewer):
Road Approach Final Approval:
Zoning Final Approval: /
Final/Occupancy Approval: n�, car CD 3/3D1S
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
SPECIAL CONDITIONS APPLY- SEE REVERSE
SPECIAL CONDITIONS FOR CIE BLD04-00541 •
1.) A vegetative buffer of 30-feet shall be permanently maintained from the top or edge of the
Landslide Hazard Area. All buffers shall be measured perpendicularly from the top of the
Landslide Hazard Area.
2.) A Geotechnical Report dated March 28, 1995 and September 14, 1995 prepared by
GeoEngineers, Inc. was prepared for the Olympic Terrace Division 1 Subdivision that was
recorded on March 11, 2003. The report addressed the stability of the geologic hazard
area. A setback of 30-feet shall be measured perpendicularly from the top or toe of the
geologic hazard to the proposed single family residence.
3.) Landslide Hazard Areas and their associated buffers shall remain naturally vegetated.
Should buffer disturbance occur during construction, the Unified Development Code
(UDC) Administrator shall require replanting with native vegetation. No alterations shall be
made to the Landslide Hazard Area or its associated buffer without prior authorization by
the UDC Administrator.
4.) Prior to and during approved construction activities, the perimeter of the landslide hazard
area buffer shall be marked with a temporary sign. The sign shall be placed in such a
manner that it can be directly observed from the construction area. The sign shall contain
the following statement: "Landslide Hazard Area and Buffer- Do not Remove or Alter
Existing Vegetation."
5.) All construction activities shall not encroach upon the landslide hazard area buffer. This
includes the storage or preparation of materials.
6.) The applicant shall permanently separate the boundary of the Landslide Hazard Area
Buffer from the remainder of the subject property through installing logs, trees, a hedge
row, or any other prominent physical marking approved 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 Small Parcel Erosion and Sediment Control Plan has been submitted 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.) Minimum setback from Mt. Constance Way right-of-way shall be 20 feet. Minimum side
and rear yard setbacks shall be 5 feet. If an ESA is present, then the more stricter
setback shall apply.
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 desl ed and hooded to prevent the light sourceim 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.
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 in
the MPR-SF zone.
I:\F_BLD_Permit_Buildng.rpt 10/29/1999
LL SCHEDULE
R WALLS
EXTERIOR FINISH/STUCCO SYSTEM PER
SPECIFICATIONS, EXTERIOR FACE. REFER TO
ELEVATIONS FOR ADD'L. FINISH APPLICATIONS
2X4 WOOD STUDS, SPACING PER STRUCT. DWGS.
BATT INSULATION @ ALL STUD SPACES PER
DIVISION 7 SPECIFICATIONS
1 1/2" GYP. BD. TYP. INTERIOR SUBSTRATE*
F SAME AS "A", EXCEPT:
2X6 WOOD STUDS, SPACING PER STRUCT. DWGS.
0 NO BATT INSULATION @ WALL
• 5/8" TYPE X GYP. BD. INTERIOR SUBSTRATE`
• 2X STUD FURROUT PER DIMENSION
• SAME AS "A", EXCEPT:
2X8 WOOD STUDS, SPACING PER STRUCT. DWGS.
1
I
I
I
I
I
I
I
I
I
I
I
INTERIOR WALLS
• 2X4 WOOD STUDS, SPACING PER STRUCT. DWGS.
TYPICAL INTERIOR WALL. LIMITING HEIGHT 14'-0"
(10'-0" WHERE UNSUPPORTED LATERALLY)
• 1/2" GYP. BD. TYP. INTERIOR SUBSTRATE
81 • SAME AS "B", EXCEPT:
2x6 WOOD STUDS, SPACING PER STRUCT.
PLUMBING/BEARING WALL
B2 • SAME AS "B", EXCEPT:
2x8 WOOD STUDS, SPACING PER STRUCT.
B3 • SAME AS "B", EXCEPT:
BATT INSULATION @ ALL STUD SPACES PER
DIVISION 7 SPECIFICATIONS
• 2x4 WOOD STUDS, SPACING PER STRUCT. DWGS.
5/8" TYPE �X GYP, BD. GARAGE SIDE INTERIOR
SUBSTRATE
• 1/2" GYP. BD. LIVING SPACE INTERIOR SUBSTRATE
• BATT INSULATION @ ALL STUD SPACES PER
DIVISION 7 SPECIFICATIONS
CI • SAME AS "C", EXCEPT:
2x6 WOOD STUD`.), SPACING PER STRUCT. DWGS.
*PROVIDE WATER RESISTIVE GYPSUM BOARD
@ ALL WET AREAS (E.R. #1874)
NOTE: REFER TO STRUCTURAL PLANS FOR LOCATIONS
OF SHEAR WALL AND BEARING WALL CONDITIONS.
COORDINATE WITH THIS FLAN.
PORCH
AT
ELEV. 'B'
DORMER AT ELEV. 'A'
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NOTEE: ALL XTEROR STAIRS
SHALL 5E GOORDINATEI)
WITH THE CI\/IL DRAWIN&5 WITH
MAX. R15ER OF '7 5/4" ANIP
MIN. TREADOF 10"TYP.NOTE: ALL WINDOA AND:700R
4A2.1
DIMEN51ON5 ARE
SHOWN IN FOOTANfl INCHES
63 �I , 6 3 00o o 0o
LAN1v4�� _ 1'_0M disk
PFLOOR
000
0 LINDEROTH ASSOCIATES ARCHITECTS & PLANNERS EXPRESSLY RESERVES ITS COMMON LAW
COPYRIGHT & OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE
REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE
ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND LAN ;d
DWG TIME: 12:56 06/30/2004 XREFS:
XREF LAST T LI As TER_
Revisions: 0 -
0-
Keyed Notes:
1. REFER TO GENERAL ARCHITECTURAL NOTES AND SPECIFICATIONS FOR
MATERIALS, FINISHES, AND AND GENERAL CONSTRUCTION INFORMATION.
REFER TO GD SHEET(S) FOR STANDARD ARCHITECTUAL DETAILS (WHERE
PRESENT) REFER TO STRUCTURAL DRAWINGS FOR SPECIFIC CONSTRUCTION
SPECIFICATIONS AND STRUCTURAL DETAILS. CONTRACTOR SHALL
COORDINATE ALL ARCHITECTURAL REFERENCES SHOWN WITH ENGINEERING
CONSULTANT'S DRAWINGS. THIS ARCHITECTS OFFICE SHALL BE NOTIFIED
IN WRITING OF ANY DISCREPANCIES PRIOR TO START OF CONSTRUCTION.
ALL DOCUMENTS ARE NOT APPROVED FOR CONSTRUCTION PURPOSES UNTIL
THEY HAVE BEEN REVIEWED AND APPROVED BY THE APPLICABLE
JURISDICTION'S BUILDING/ SAFETY DEPARTMENT. CONTACT THE BUILDING
COMPANY NAMED BELOW FOR VERIFICATION OF APPROVAL AND READ ALL
SHEETS THOROUGHLY PRIOR TO START OF CONSTRUCTION.
2. REFER TO U.L./ I.C.B.O. APPROVED TESTING FACILITY
CERTIFICATOF COMONENTS
PRODUCTS IOTHATUFIED ARE REFERENCED FORMBERS IBY DIVISIONBLY AND SPECIFICATIONS.AND
3. DIMENSIONS OF FLOOR PLAN(S) ARE SHOWN TO FACE OF STUD
TYPICALLY
NING OTHERWISE REQU REM NTSOF ALL DOOR DOOR AOND WINDOW UNITS PRIOR NTRACTOR TO VERIFY QH 0
OPENING
START OF CONSTRUCTION.
4. PROVIDE INSULATION AT ALL WALL AND CEILING LOCATIONS
SEPARATING CONDITIONED FROM NON -CONDITIONED SPACES, REFER TO
WALL SCHEDULE AND GENERAL ARCHITECTURAL NOTES FOR MINIMUM WALL
AND CEILING INSULATION REQUIREMENTS.
5. ODENOTES SECURITY DEVICE.
6. EFER TO GENERAL ARCHITECTURAL NOTES, DIVISION 6, FOR FIRE/
DRAFT STOPS.
7. REFER TO GENERAL ARCHITECTURAL NOTES, DIVISION 12, FOR
MATERIALS, SPECIFICATIONS, AND FIXTURE REQUIREMENTS.
9. COORDINATE CLOSET ROD AND SHELF WITH BUILDER.
10. EXTERIOR CONCRETE FLATWORK- REFER TO GENERAL ARCHITECTURAL
NOTES, DIVISION 3
11. INTERIOR ARCHITECTURAL FEATURE, REFER TO INTERIOR ELEVATIONS
and/or FLOOR PLANS FOR DIMENSIONS, HEIGHT, AND ADD'L. INFO.
12. EXTERIOR ARCHITECTURAL FEATURE, REFER TO ELEVATIONS and/or
FLOOR PLANS FOR AOD'L. INFO.. PROVIDE (2) LAYERS BUILDING
PAPER AND A BITUMINOUS MEMBRANE AT ALL FLAT SURFACES. PROVIDE
SLOPE FOR DRAINAGE.
13. LINE OF SOFFIT/ CEILING TRANSITION. REFER TO INTERIOR
ELEVATIONS and/or EXTERIOR ELEVATIONS FOR ADD'L. INFO.
14. WITH SMOKE CDE 1 3/4' SOLID CORE WOOD DOOR A
CONTROL SWEEPS AND SEALS AT THISND LOCATION.
CLOSING
OCATON
16. EXTERIOR GYPSUM SOFFIT BOARD AT CEILING. REFER TO GENERAL
ARCHITECTURAL NOTES, DIVISION 9 FOR ADD'L. INFO.
18. ATTIC SCUTTLE. REFER TO GENERAL ARCHITECTURAL NOTES, DIVISION 6.
19 DRAIN HEATER LINE TO EOXTERIOR. HIGHPLATFORM
TOFGGENE ALA FULL-SIZE
ARCHITECTURAL NOES,
DIV. 16
20. UTILITY SERVICE: LOCATE EQUIPMENT AND METERS PER UTILITY
COMPANY SPECIFICATIONS AND STANDARDS. CONTRACTOR TO VERIFY
SERVICE BEING PROVIDED.
21, SHELVING SYSTEM PER OWNER.
22. LINEN CLOSET W/ SHELVES PER OWNER.
23, BASE CABINET \ LINEN. SEE INT. ELEVS,
24. LINE OF UPPER CABINETS/SHELVES.
28. LINE OF FIRST FLOOR BELOW.
34. STEEL PIPE BOLLARD.
35. PREFABRICATED DECORATIVE GAS APPLIANCE/ FIREPLACE. REFER TO
ARCHITECTURAL GENERAL DIVISION 10.
37. BREAKFAST BAR TOP. CONTRACTOR TO COORDINATE 2x PONY WALL
NIGHT FLOORNSLAB ASIAL WITH REQUIRED.U000RDINA EIDE WITHLALLSICAL CONDUIT
TRADES.
42. ACCESS PANEL AT OPTIONAL JACUZZI TUB.
49, COORDINATE FINISH FLOOR MATERIAL AND LIMIT OF FINISH W/ OWNER.
50. COORDINATE CABINETRY/ SHELVING WITH BUILDER.
51 • REFER TO EXHAUST FAN CLOCAT LOCTRICAL ATIONS WRING NG REQUIREWNGS FOR SMOKE MENTS.
AND
56. LOCATION OF SKYLIGHT ABOVE. INSTALL PER
MANUFACTUERS SPECIFICATIONS.
59, HANDRAIL.
60. GUARDRAIL.
63, REFER TO SHEET AD1 FOR ALL TYPICAL ARCHITECTURAL DETAILING.
64. LAYER
51�8LA PRE1/2" GYPSUM BOARD AT X" GYPSUM BOARD SHALL BE REQUIRED ATE CEILING. )GARAGE
CEILING WHEN UTILIZING FLOOR FRAMING ABOVE.
AREA CALCULATIONS
LIVABLE AREA ................................ 2289 S.F.
2-CAR GARAGE/STORAGE ................. :D"+u �1.r.
COVERED ENTRY .............................. 151 S.F.
COVERED DECK ............................... 340 S.F.
TOTAL.................................... * * * * * 3319 S.F.
OPT. 3-CAR GARAGE ........................+253 S.F.
(TOTAL GARAGE @ OPT.) .................... 793 S.F.
OPT. NOOK .................................... +125
(TOTAL COVERED DECK @ OPT.)........... 215
OPT. DETACHED/ATTACHED COTTAGE, ("A") 292 S.F.
OPT. DETACHED/ATTACHED COTTAGE, ("B") 280 S.F.
OPT. DETACHED/ATTACHED COTTAGE, ("C") 308 S.F.
(COV. DECK @ OPT. ATTACHED COTTAGE) +80 S.F.
(COVERED DECK @ OPT. COTTAGE) 420 S.F.
(TOTAL COVERED DECK @ OPT.)............
8 REGISTERED
ARCHITECT
AUG 24
8 2�
IWAYNE PRESTON S EARS
I ; STATE OF W S HINGTON
DEPT. OF COM'AUNi'iy 'JE�t _ p
Olympic
Terrace
Port Ludlow
70 Breaker Lane
Port Ludlow, Washington 98365
Phone: (360) 437-2101
Linderoth Associates
Architects o Planners
8130 North 86th Place
Scottsdale, Arizona 85258
Phone: (480) 941-0840
Alml
PLAN 2
TACT: NAME -- 11111; �/ / 4} XREFS: X_PLANB2; X_STAMP; XT_PLAN2; X_W L ;
f PFPESATY' 4!:F �L�' Z-:� \iRWL�v1.
PRnJECT #k 02-024c