HomeMy WebLinkAboutBLD2004-00675 AWING PERMIT APPLICATICI MRLA0W Type: i
00614
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
.RMIT #: BLD04-00675 Received Date: 10/22/2004
E ADDRESS: 2055 ANDERSON LAKE RD
CHIMACUM, 98325
NNER: DENIS FISK PHONE: (360) 732-0518
LYNETTE FISK
PO BOX 867
PORT HADLOCK WA 98339-0867
JBDIVISION: Block: Lot: T 66
;RCEL NUMBER: 901103004 Section: 10 Township: 29 N Range: 01 W
ONTRACTOR: OWNER/BUILDER PHONE:
tEPRESENTATIVE: PHONE:
PROJECT DESCRIPTIOr NEW DETACHED GAR
TYPE OF WORK GAR SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN:
VALUATION 14,520.00 ADD'L: HEAT TYPE: UH
CODE EDITION: 2003 HEAT BASE: HEAT TYPE:
O CUPANCY: UNHEATED: # OF STORIES:
O CUPANCY: OTHER:
C NST TYPE: GARAGE: 484 SHORELINE:
C NST TYPE: DECK: SETBACK:
BANK HEIGHT:
SEWAGE DISPOSAL:
WATER SYSTEM: PARCEL TAGS: YES NO
BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA
Exist: Exist: Wetland Erosion
Prop: Prop: Seismic Streams
Total: Total: Flood Way Floodplain
Routing Date
I F&W Landslide
( 0 12tG / O Shoreline Aquifer
pi Forest: Commercial Rural
Type Amount Paid By: Date: Receipt: Approved/Date
Permit $251.25 BAC 10/22/04 67891 APPROVED
Pan Check $163.31 BAC 10/22/04 67891
State Building Code $4.50 BAC 10/22/04 67891 DEC 2 2 2004
Total: $419.06
Jefferson County Planning
i 17
/� & Building De artment Q�j
BUILDING PERMIT
Jcrfe Couy pmi
621rson Sheridannt De Streetart, Portent of Townsend,Commun Wty AD
98368 Development
(360)379-4450 FAX (360)379-4451
PERMIT #: BLD04-00675 Received Date 10/22/2004
SITE ADDRESS: 2055 ANDERSON LAKE RD Issue Date 12/22/2004
CHIMACUM, 98325
APPLICANT: DENIS FISK PHONE: (360) 732-0518
LYNETTE FISK
PO BOX 867
PORT HADLOCK WA 98339-0867
SUBDIVISION: Block: Lot: T 66
PARCEL NUMBER: 901103004 Section: 10 Township: 29 N Range: 01 W
CONTRACTOR: OWNER/BUILDER PHONE:
PROJECT DESCRIPTION: NEW DETACHED GAR
CALL IN FOR THE QUIR IPECTIONS THAT APPLY TO YOUR PROJECT.
SETBACKS: ,j
UFFER: '� `�/f2 ? s(
µ0S"
Footing: € /77%( py
Foundati n: OK 3/i4/o5 0
Stormwater FINAL Approval:
Underground Plumbing:
Underground Insulation:
Shear Wall : OX ;' 2'�O.S,
Framing: vK eeoii iem1'TEjv /4i i J 003;#
Plumbing:
Propane Tank/ Lines:
Insulation:
Sheetrock:
Septic Sytem Final Approval (If not on sewer):
Road Approach Final Approval:
Zoning Final Approval: �f
Final/Occupancy Approval: .S /y/QFS
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 # BLD04-00675 •
1.) Critical Aquifer Recharge Areas may require special protection measures to mitigate water
quality degradation. The submitted proposal does not require additional aquifer
protection measures. However, during construction the project shall follow the Best
Management Practices (BMPs) and facility design standards as identified and defined in
the Stormwater Management Manual for the Puget Sound Basin.
2.) 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.
3.) A Stormwater Site 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.
4.) Outdoor residential storage shall be maintained in an orderly manner and shall create no
fire, safety, health or sanitary hazard.
5.) 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).
6.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of
impervious surface which includes roof tops, driveways, concrete, etc.
7.) The building height is not to exceed 35 feet.
8.) Minimum setback from Anderson Lake Road right-of-way shall be 20 feet. Minimum side
and rear yard setbacks shall be 5 feet.
9.) 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.
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.
I:\F_BLD_Permit_Buildng.rpt 10/29/19
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Affr,ci, JEFFERSON COUNTY
. NOV - 2 2004
4 A DEPARTMENT OF COMMUNITY DEVELOPMENT
joitzttTb. 621 Sheridan Street • Port Townsend •Washington 98368
360/379-4450 •360/379-4451 Fax
19411104) http://www.cojefferson.wa.us/commdevelopment/
STORM WATER SITE PLAN SUBMITTAL TEMPLATE
knA# ott-- (11- PROJECTAPPLICANT NAME: '. • •
Please answer all of the following questions to the best of your ability. Where the question calls for depiction on a site map, the
applicant may choose to either incorporate the elements into the general plot plan for the Master Land Use Application or to submit a
separate storrnwater site plan map.
Project Overview
1. Describe the proposed developed conditions of the site. Indicate position and relative size of proposed improvements on the
site map.
4 '1%: -4):A•1 • ' —
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Existing Conditions Summary
2. Describe the existing topography. Indicate contours on the site map.
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3. Describe the existing vegetation. Indicate native vegetation areas on the site map.
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4. Describe the existing soils. Indicate soil type on the site map.
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5. Describe the existing site hydrology(i.e.,drainage;behavior of water on the site—above,below, and on the ground). Indicate
existing stormwater drainage to and from the site on the site map. Depict separate drainage basins on the site map, if
applicable,and indicate acreage of each.
6. Describe any excess levels of noise generated by the proposed use or activity:
• • - • - ' • -APPROVED
STOR MWATER PLAN —
Storrnwater B 's
Required NOV - 9 2004
stormwater site plan template—rev.10/1/2003
5
JEFiSfOU1TY
DEPT.OF C DEVF.LOPM T
SIGNATUREl 441
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7. Describe significant geographic features and critical areas (i.e., environmentally sensitive areas such as wetlands, streams,
steep slopes,etc.)on the site. Indicate location on the site map.
8. Describe the general vicinity of the site,including adjacent land uses and structures, utilities, roads,and sensitive/critical areas
(streams,wetlands,lakes,steep slopes,etc.).
)F. l ...lam '../ - � ,,- `4 / '
Permanent Stormwater Control Plan
This portion of the Stormwater Site Plan consists of the selection and installation of the appropriate stormwater control BMPs
and facilities to remain in place after construction of the project is completed.
"Medium" size projects are required to have the totals calculated of all impervious surfaces, pollution-generating impervious
surfaces, and pollution-generating pervious surfaces to verify that the thresholds for treatment facilities and flow control
facilities are not exceeded.
g, Describe the developed site hydrology, as proposed. Indicate whether stormwater will be fully dispersed(i.e., per BMP T5.30
in the Manual)or, if not, what types of stormwater flow control will be utilized for the site or specific threshold discharge areas
within the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities.
10. If the project requires the use of stormwater treatment facilities, describe the types of stormwater treatment facilities proposed
for use on the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. [This is
normally for large"projects or projects that involve the potential for dispersion of contaminants.]
11. Describe the performance goals and standards applicable to the project.
r--
12. Describe the flow control system.
stormwater site plan template—rev.1 Q/1l2003
6
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13. Describe the water quality system.
NOV 2 2C01
14. Describe the conveyance system analysis and design.
15. Describe the source of fill material,physical characteristics of fill material,and deposition of excess material.
A-, '.�i.-i
'r"4' r=: ..cY ., . 7 _ : may, • t =tee- Tom.
16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the
Uniform Building Code.
17. Describe the proposed surfacing material.
18. Describe methods for restoration of the site.
• . /.. �;- J I r/ 1... -r :�-/'•
19. An Operation and Maintenance Manual is required for each flow control and treatment facility. [This is normally required for
"large"projects only and only those for which facilities are required to control flow or treat runoff.] If included,list the Manuals
here.
20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan.
21. List other necessary permits and approvals as required by other regulatory agencies. If those permits or approvals include
conditions that affect the drainage plan or contain more restrictive drainage-related requirements,describe those conditions or
restrictions here.
stormwater site plan template—rev.10/1/2003 7
• •
CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN(SWPPP)
The Construction SWPPP addresses sediment and erosion control during construction. The BMPs indicated by the applicant in the
template that follows must be installed on the ground during all construction phases of the project. The proponent is responsible for
preventing sediment and erosion impacts to environmentally sensitive areas and off-site areas. Consult the Construction Stormwater
Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet for guidance, particularly with rural residential
development.
SECTION I—CONSTRUCTION SWPPP NARRATIVE
1. Construction Stormwater Pollution Plan Elements. Describe how each of the Construction SWPPP elements has been or
will be addressed. Identify the type and location of BMPs used to satisfy the required element. If an element is not applicable
to the proposal,justify in writing. Descriptions of the 12 Elements are found at section 2.5.2 of the Manual(beginning on page
2-15).
12 Required Elements—Construction SWPPP
1. Mark Clearing Limits.
•
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s
2. Establish Construction Access.
.'�` �,/!��•',.ri'-' r�.!r/ ..f r.JT,ij .L- �.�'-i�l--?.; ram �. f�,,..r�; ..•./ ?y�' ..r - .c
3. Control Flow Rates.
4. Install Sediment Controls.
5. Stabilize Soils.
6. Protect Slopes.
7. I?rotect:Drain Inlets.
Nov - 2004
stormwater site plan template—rev.10/1/2003 $
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12 Required Elements—Construction SWPPP(continued)
8. Stabilize Channels and Outlets.
i'. .'i • L. i.W 't;
9. Control Pollutants.
10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site).
•
11. Maintain Best Management Practices(BMPs).
12. Manage the Project.
2. Adjacent Areas.
a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential
areas,roads).
b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400
yards).
3. Environmentally Sensitive Areas.
a. Description of environmentally sensitive areas that are on or adjacent to the site.
stormwater site plan template—rev.10/1/2003 9
• • •
b. Description of special requirements for working in or near environmentally sensitive areas.
4. Erosion Problem Areas. Description of potential erosion problems on site in the context of the characteristics of the on-site
soils(e.g.,erodibility,settleability,permeability,depth,texture,soil structure).
•
5. Construction Phasing.
a. Construction sequence
b. Construction phasing(if proposed)
6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual).
I. Provide a proposed construction schedule.
II. Wet Season Construction Activities.
a. Proposed wet season construction activities.
b. Proposed wet season construction activities for environmentally sensitive areas.
7. Financial/Ownership Responsibilities.
a. Identify the property owner responsible for the initiation of bonds and/or other financial securities.
b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation
impacts.
8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following,if applicable.
a. Sediment Ponds/Traps.
b. Diversions.
c. Waterways.
d. Runoff/Stormwater Detention Calculations
r� rlr%n
stormwater the plan template—rev.10/12003 '10
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Stormwater Site Plan Changes
If the designer wishes to make changes or revisions to the originally approved Stormwater Site Plan,the proposed revisions shall be
submitted to DCD prior to construction. The submittal shall include substitute pages that include all proposed changes, revised
drawings showing any structural changes,and any other supporting information that explains and supports the reason for the change.
Final Corrected Plan Submittal
If the project included construction of conveyance systems,treatment facilities,flow control facilities,or structural source control BMPs
(not standard on-site stormwater management BMPs),the applicant shall submit a final corrected plan ("as-builts")when the project is
completed. These should be engineering drawings (stamped by a licensed civil engineer) that accurately represent the project as
constructed.
APPLICANT SIGNATURE
By signing the Construction SWPPP worksheet, I as the applicant/owner attest that the information provided herein is true and
correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all
owners of the affected property.
-
(LANDOWNER OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE)
THIS SPACE MAY BE USED FOR ADDITIONAL NOTES,IF NEEDED:
rl n:`.i11�
130V _ f, �`,U
stormwater site plan template—rev.10/1/2003 12
SON C
�� O6,VI JEFFERSOWOUNTY_.
DEPARTMENT OF COMMUNITY DEVELOPMENT
621 Sheridan Street• Port
�ormsend Washington 98368
360/379-4450 • 360/379-4451 Fax I ,�0
gs�N��O� www.co.jefferson.wa.us/cornmdevelopinant'
•
Master Permit Application MLA: Q _.,,
Project Description(include separate sheets ..... �P as necessary):
e7- si-(-e-,:y _
Tax Parcel
Number: �� /C�, (j r3 Property � �Q
Size: 2 -E' 5-- ci c j (acres/square feet)
Site Address and/or Directions to Property: 5 4j�� -20
Property Owner(s)of Record: %%��,cam•5'y" j,-,•-; �-f,.Ty �."-&;,„
Telephone: te(') 7 Z 47 /8 Fax:
email:
Mailing Address: i ') ,X' k;-7 ,/)7- / l-A-=k'/ IVA_r lip
Applicant/Agent(if different from owner): U/,E1-7 yZ--3---+-!->`"%.1-o,0
Telephone: ��r!>�.) 7 74? '9V(i'1 Fax Z/, ± f g 5303
Mailing Address: ;70 eo/K ////P LC-[ �C FfI*.//�t/i j,/f 1t `-7f)'=Gl email:
What kind of Permit?(Check each box that applies)
Bn uilding ❑Variance(Minor,Major or Reasonable Economic Use)
Demolition Permit ❑Conditional Use[C(a),C(d),or C]**Single Family ❑ Discretionary"D"or Unnamed Use Classification
JLGarage Attached/Detached 0 Special Use(Essential Public Facilities **
El Manufactured Home ❑ Boundary Line Adjustment )❑Modular
❑Commercial* ❑ Short Plat
CI Change of Use CI Binding Site Plan**
❑Address ❑ Long Plat**
❑ 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
D 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:
I herebydesignate ESIGNATION OF AGENT
g � 'r r y (- / ,"" act as my agent i matters relatingto this application
ppliption for permit(s).
OWNER SIGNATURE ,/ O i I Date: P1) /0 0
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 fad 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 acaa -s and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application
review and any requi later inspe 'ons. and right of a to this
Pro perty sha be requested and shall occur only during regular business
Signature: ii,7
/ Date: /L//0/1)4yt-
The action or actions Applicant will undertake as a result of the issuance of thisy '
endangered threatened or
species and could lead to a potential"take"of an endangered species astthose terms are defined in thmpact uponone
federal law known as the
"Endangered S • or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this
permit has bee ud wi I not violate the ESA. An '•.iwdu:I,group or agency can file a lawsuit on behalf of an endangered species regarding your
action(s)eve if you are i complian•_with the • erson .. my development code.The Applicant acknowledges that he,she or it holds individual
and non-tra fe we r ponsibility for a. -..�. . „, g wi,-,the ESA. The Applicant has read this disclaimer and
Signature: � �� �C' /G' signs and dates it below.
Date:
G:\PermitCenter\FORMS\DRD FORMS\Master Permit Application 7-8-04.d i� t� 'V` Q I /`'<:‘2k
OWNER BUILDER STATEMENT
ner of this statement does hereby certify that OP are
the Owners of the parcel referenced herein,that ffiey are not licensed contractors and that
I be assu ing the respons bility of the General Contractor for the proposed project.
ire- itottutota). -.1001t
Date: idr-?.a-69--
2AL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX:
( ) ( )
IG ADDRESS: EMAIL:
r2ACTOR'S LICENSE WAINS
ER: NUMBER
ITECT/ENGINEER: PHONE ( ) FAX:( )
VG ADDRESS: EMAIL
tct Type: Frame Type: Bathrooms: Shorelin : Type of Sewage Disposal:
ew 4K Wood Existing: 0 Sewer
ddition ❑ Steel Proposed: Bank ❑ Community System
Iteration/Remodel ❑ Concrete Total: Heigh. yr. ndividual Sys e a.i
.epair 0 Masonry S P Permit# Q P
lemolition 0 Other: rooms Water Supply:
Existing: Se ❑ Private well ❑ Two Party
of Heat: Proposed: 0 Public
Total: Name of System:
is is a Commercial Project you must answer the following:
nber of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces:
nber of occupants(includes owners,tenants,employees,etc) Current Proposed
Occupancy: IBC Type of construction: Will you have Food Service? Yes / No
lis is a Propane Tank and/or Appliance Installation permit,mark all items below that apply:
Jnderground Tank 0 Above ground Tank Size of Propane Tank:
Heat Stove ❑ Cook Stove ❑ Woodstove ❑ Fireplace Insert 0 Hot Water Tank ❑ Pellet Stove 0 Other
:his appliance being installed in a Manufactured/Mobile Home? Yes / No
ten applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property
es,tank location and size,distances from the propane tank to all property lines,buildings and septic system components,
:ludin? the reserve area.
Square Footage ,For Office Use Only _-,. .W, im 'a '9
i'.-'"• y � k t,, S# r xr 5
Current Proposed 4� y e a ' n*11 :in Floor Consistency Review , {s� .t •� 4,
q
Floor Base fee: ! ;, � ' ,'�ro � A.
-1oor Additional Section: 74' •4...* `� e
Plantick#ee: v 'Wa
t3-- 4' n'''' '
zanine:
ted Basement State Surcharge fee: y .? -a
;a y w.r,� r s� !- 5 ,
sated Basement Pot Water " YSh �` �e�O41a
K
r Unheated 911/Rd App . ,{.-cam ,s, 6 .-,r�Cy , .��, .:, w
§ C CJ
ge/Carport 11101 Q1' TO , { " , � � � ,f
r Vvly, . 41kc n : { -.Yki n b}} N
s Receipt Nu' _4 'x t $
1 \{k. \ k t.,x try P
. C eCk Numbertxa :,..a„ om> ii'S. ' ,*,�'{
Yl/�TED eOS�(�EQUIRED) Date t€f.k Y-, ,,{a ` , u, , tt Alt-
�T �r �fTS' �4 t:
narket value of all labo :.d materials foundation to finish ''' ' { " 4 `
(� Initials. ,; .,�, r* .i't~ a
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itCenter\FORMS\DRD FORMS\Master Permit Application 7-8-04.doc
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22'-0"
.100
AT-93 TRUSSES @ 24" Q.C.
GARAGE
3 1/2"
21'-5"
3 1/2'
�9'X7'
i i 9'X7' O/H DOOR
O/H DOOR
{
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i
GDIS-97
PP L-2/2X10
GDIS-97
I ' L-2/2X10
i
r'
I
9'-3"
V-6" 9'-3"
1' 0" R.O.
10,
R.O.
11_0,
22'-0"
I
rllbls
GARAGE PLAN
SCALE 1/4" = V-0"
r=>THDr®, TYP (&) Pteo D.
— J S
O ADD CS16 BLOCKING TO WINDOW / DOOR HEADER. SEE DETAIL D
nr:-rAII n
JAMIESON CONSULTING
733 7TH AVENUE, SUITE 109
KIRKLAND. WA 98033
(425)803-2581
ENGINEER REVIEW
THIS DRAWING HAS BEEN REVIEWED
PER THE ATTACHED CALCULATIONS
PREPARED BY JAMIESON CONSULTING.
BY:
2 Li DATE:
JOB:
VOID IF NOT WET SIGNED
I 11 (2) #4 TOP
Q A #4 @ 16" O.C,
GARAGE FOUNDATION PLAN ALT. 13END5 = z
SCALE 1/4" = V-0" CENTER IN WALL a
a
#4 @ 10" O.C.
G s Z
O RAISE CONCRETE STEM WALL TO T-6" MIN. ABOVE GARAGE SLAB — — a c�
USE 5W O MIGHOR BOLTS W/ z" X 2N x 311e WASHERS @ 6-a O.C. U.N.O.
AO (1) 5/8" A.B.. req'd BO (2) 5/8" A.B. req'd
44"�-- 5" 44"* FOOTING DRAIN
(2) #4 BOTTOM
DETAIL I= I)1
T.O. TRUSS HEEL
T.O. TOP PLATE
'1. SILL PLATE
o z
N M
T.O. TRUSS HEEL
T.O. TOP PLATE
T.O. SILL PLATE
4 z
(V �
PROVI DE
BLOCKING
BEHIND C516
STRAP TYP.
ADD C516
STRAP FULL
WIDTH OF
SHEAR WALL
PLUS 12" END
LENGTH.
ADD C516
STRAP FULL
WIDTH OF
SHEAR WALL
PLUS 12" END
LENGTH,
PROVIDE
BLOCKING
BEHIND C516
5TRAP TYP,
l (-1 LI I• -- - -
V-6"
1 1/2"
V-41 /2"
T.O. ROOF PEAK
qLr Si i• l It aw• Y - 35.u.:
T.O. TRUSS HEEL
4 T.O. TOP PLATE
T.O. SILL PLATE
— — — — ---------------------�
ELEVATION "A"
SCALE 1/4" = V-0" �� r
J
---------------------------------------
ELEVATION I1C"
SCALE 1/4" = V-0"
22'-0"
11'-0" I. 11'-0" I
� O+
DOME ROOF
VENT
11_61
GARAGE
3 1/2" 21'-5" 31/2"
—--_--
4" CONC. SLAB
ON 6" GRAN. FILL
S.
71=_ I
SECTION "R"
SCALE 1/4"=V-0"
T.O. TF
T.O. T(
_ I T.O. SI
T.O.'
TO
T.O.
ELEVATION "B"
SCALE 1/4" = V-0"
ELEVATION "D11
SCALE 114" = V-0"
ENGINEERING DESIGN CRITERIA
THIS VICEROY HOME IS DESIGNED TO THE FOLLOWING VERTICAL
A 1/2"
LOADS SPECIFICATIONS. VICEROY ENGINEERING MUST BE ADVISED
PRIOR TO PRODUCTION OF ANY CHANGES, CORRECTIONS OR
SPECIAL REQUIREMENTS.
ROOF LOADS
MANUFACTURED TRUSSES
TOP CHORD LIVE LOAD 25 Psf KPa
TOP CHORD DEAD LOAD 7 Psf KPa
BOTTOM CHORD LIVE LOAD 10 Psf KPa
BOTTOM CHORD DEAD LOAD 7 Psf KPa
RAFTERS
RAFTER LIVE LOAD 25 Psf KPa
RAFTER DEAD LOAD 7 Psf KPa
CEILING JOISTS LIVE LOAD 10 Psf KPa
CEILING JOISTS DEAD LOAD 7 Psf KPa
MANUFACTURED PARALLEL CHORD TRUSSES
TOP CHORD LIVE LOAD 25 Psf KPa
5-04OA
TOP CHORD DEAD LOAD 7 Psf KPa
BOTTOM CHORD LIVE LOAD 10 Psf KPa
BOTTOM CHORD DEAD LOAD 7 Psf KPa
BOTTOM CHORD LIVE LOAD DOES NOT ACT
SIMULTANEOUSLY WITH TOP CHORD (ROOF) LIVE LOAD.
FLOOR LOADS
FLOOR LIVE LOAD 40 Psf KPa
FLOOR DEAD LOAD 10 Psf KPa
ter% ■ s-111v+Em 9.vr%5J.7 (UESIUN AS PER CONTRACT)
SEISMIC ZONE 3
WIND SPEED 80 mph
EXPOSURE B
NOTES:
1. IF REQUIRED BY LOCAL BUILDING CODES, ALL LATERAL DESIGN
AND MATERIAL IS THE CUSTOMER'S RESPONSIBILITY. VICEROY's
ENGINEERED STAMPED PLANS DO NOT TAKE INTO ACCOUNT
LATERAL DESIGN.
2. IF YOU ARE A USA CUSTOMER AND HAVE CONTRACTED WITH
VICEROY, WHICH MUST BE CLEARLY STATED ON THE PURCHASE
CONTRACT, TO PROVIDE AN EXTERNAL ENGINEER TO VERIFY ALL
DESIGN CRITERIA, THIS ENGINEER WILL PROVIDE A LOCAL STATE
STAMP FOR LATERAL ANALYSIS OF THE VICEROY SUPPLIED
STRUCTURE. ALL ADDITIONAL MATERIAL REQUIRED BY THIS
ANALYSIS IS THE CUSTOMER'S RESPONSIBILITY.
FOUNDATION
1. THE FOUNDATION PLAN IS INTENDED FOR LAYOUT PURPOSES
ONLY. DUE TO SITE CONDITIONS, THE ENGINEERING, DESIGN AND
ASSOCIATED COSTS OF THE FOUNDATION IS THE RESPONSIBILITY
OF THE CUSTOMER. ANY VICEROY CERTIFICATION IS FOR VICEROY
SUPPLIED MATERIALS ONLY(le.BUILT-UP WOOD BEAMS).
ADDITIONAL INFORMATION
GROSS MAIN FLOOR AREA
1786
SQ.
FT.
GROSS UPPER FLOOR AREA
N/A
SQ.
FT.
GROSS GAR), --AREA
484
SQ.
FT.
GROSS BASEMENT AREA
NIA
SQ.
FT.
TOTAL AREA
2270
SQ.
FT.
IF VICEROY HOMES • 1902 GOLDEAU RD. EAST
FIFE, WASHINGTON, U.S.A. 98424
E-MAIL: DRAFTING@VICEROY.COM
TELEPHONE: 1(800)387-5145 FAX: 1(905)885-8362
WARNING
"This design and these plans are the property of Viceroy Homes
Limited. Any attempt to build with these plans, without using
"Viceroy" materials will result in a claim being registered against the
property and legal proceedings will be instituted.
This design and plans have been provided to the customer noted
below, pursuant to a contract for sale of goods and services referred
to in a contract as referred to by the contract number below.("The
Contract")
These plans are only to be utilized in conjunction and in accordance
with that contract which expressly prohibits the use of these plans or
any other blueprints, drawings, designs and/or specifications
(collectively referred to as Viceroy's intellectual property) provided
by Viceroy to the purchaser for any purpose other than the purposes
of the contract. Any attempt by any person to persuade the
purchaser to utilize these plans or any part or portion of Viceroys
intellectual property or to allow others to utilize Viceroy's intellectual
property in any manner which is contrary to the terms of the
contract, constitutes inducing breach of contract and renders any
person, persons, or corporation doing so, liable for any and all
damages which result."
DO NOT SCALE DRAWINGS
CUSTOMER(S) / CONTRACTOR MUST CHECK AND VERIFY ALL
DIMENSIONS BEFORE CONSTRUCTION BEGINS. ANY ERRORS
OR OMISSIONS MUST BE REPORTED TO VICEROY HOMES
LIMITED PRIOR TO STARTING CONSTRUCTION.
3
2 SEP. 23, 2004 FA NC PB
1 APRIL 6, 2004 P.C. #1 G.M. M.P.
No. REVISION DATE: DESCRIPTION: DRAWN BY: CHECKED BY:
CONTRACT REVISION HISTORY
CUSTOMER: FISK, DENNIS & LYNETTE
CONTRACT # US251118 SCALE: AS SHOWN
PROFESSIONAL STAMP BUILDING SITE LOCATION / PARCEL No.
KENORA 04-0815584 ^PC 2003
(RAISED HEEL TRUSSES)
50F9