HomeMy WebLinkAboutBLD2004-00260 - 01 PERMIT APPLICATION • •
BUILDING PERMIT
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
PERMIT #: BLD04-00260 Received Date 04/20/2004
SITE ADDRESS: 6390A CAPE GEORGE RD Issue Date 05/28/2004
PORT TOWNSEND, 98368
APPLICANT: RAYMOND L HASKINS PHONE: (300)385-2444-J(
MARIAN HASKINS LIFE ESTATE 385-444tN)4,k,3
6390 CAPE GEORGE RD
PORT TOWNSEND WA 98368-9041 631-,50 1,5
SUBDIVISION: Block: Lot: T 40+
PARCEL NUMBER: 001301038 Section: 30 Township: 30 N Range: 01 W
CONTRACTOR: OWNER/BUILDER PHONE:
PROJECT DESCRIPTION: NEW ADU W/ATTACHED GARAGE & DECK(S)
REQUIRED INSPECTIONS:
[)6 SETBACKS: ` ,1-o4- <-v2 Q-,R,q` ,8.i--or
[Ixt UFFER:
LX, Footing: 7 —C � CS'1 Y C�l'
'V) Foundation C, 71/6/c Y ec pe.,T Y sourt,‘ 4'vA ..wAu,t)-C, g-L2 -05
[ ] Stormwater FINAL Appr val:
[ Underground Plumbing[,7/" 7" o'i
[ Undergroun sulation: 777
Shear Wall : 4-/9-06
Framing: R-I -2b
414
f I Plumbing: tj---t--06 FA
I4 Propane Tank/ Lines:
pel Insulation: -(h �. L _-,s--tr ,4... Q-ii-624.
K Sheetrock:
N. Septic Sytem Final Approval:
Road Approach Final Approval: Atifq
[ ] Zoning Final Approval: / 1
[xi. Final/Occupancy Approval: i(- )_6- 0A [2 i
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
SON ca • Jefferson Co Department of Conon idty Development
Aii, 621 Sheridan Street,Port Townsend WA 08368 MAW 370-4450
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Building Type: Project Type: Frame Type:
l ' Single Family X New
?Wood
Y(] Garage Attached/Detached ❑ Addition a
Steel
❑ Modular
❑ Alteration/Remodel APR 2 0 ❑ Concrete
❑ Commercial ❑ Repair ❑ Masonry
❑ Multi-family/#of Units 0 Demolition '0 Other:
❑ Industrial
❑ Other:
Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat:
Choose one:
Existing: Existing. ❑ Sewer ❑ Community System 0 Electricity ❑ Oil
Proposed: Proposed: a'y ikr Individual System ❑ Woodstove Propane
Total: 3 Total: 2. If not sewer,fill out the following: ❑ Heat Pump, /�
Conventional 0 Alternative r.)ther � c.L,r-
Permit# SEP 03 • / Zl k'-2,
Water Supply: 4412,401 `gfa jOC
❑ Private well ❑ Two Party Well❑ Public:Name of water system: lReV61 OY\ ( 3 a
Square Footage: Office Use
For Office Use Only
Y btO� C 3 5Lf37Z« Consistency Review 48%a0 E!
Main Floor
2ND Floor 3 2.3 OC3• ' 1r�,{(. Base fee 1,1 l 3 otoz . 7 S _
3rd Floor Plan Check fee U Pt 5SC-7 t
Htd Basement ttett__ff__''r State Surcharge fee t-�'.
td Basement fig" 3 - ii��{ : 'HN'�'' ! Subtotal (c4-z• 04 -
ara /Carport 0 4 1'6 (01 . 05;4a1' LPot Water Review fee &5. O
\becks 106 `4 q 4 91c/Rd'Approach fee 55.oe)
Commercial D y(,1• TOTAL I .Q�4'i 1
Industrial 4" ' Receipt# 6 1'{'3O7
�nhQa �JIS '
er�� '�� a t 4)3• Cash/Check# R.CO
9 I-15 qaa�'� Initials P('�
Date 4-17.01
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Estimated Cost: ' ( , ,00 0
If within 200' of the Shoreline,
Distance to Bank or Ordinary High Water Mark ft.Bank Height ft.
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 and right of entry to Jefferson County and it's employees,representatives or agents for the purpose of application review and any required later inspections.
Access and right of entry to the 'cant's property or structure shall be requested and shall occur during regular business hours.
Signature: ��-fie- , Date: 72 o-v y
OVER ►
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g i JEFFERSON COUNTY r
,> 1 DEPARTMENT OF COMMUNITY DEVELOPMENT ! , APR 2 0 2004 i t: 1
,,,, 621 Sheridan Street • Port Townsend • Washington 98368
360/379-4450 • 360/379-4451 Fax
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STORMWATER SITE PLAN SUBMITTAL TEMPLATE
MLA# l)trr Z1 V PROJECT/APPLICANT NAME:
Please answer all of the following questions to the best of your ability. Where the question r;alls 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 stormwater site plan map.
Project Overview A
1. Describe the proposed developed conditions of the site. Indicate position a • relativa`si!eP •� ,. . :. improvements on the
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2. Describe the existing topography. Indicate contours on the site map. s/r''tiq( F . -OA,
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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.
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6. Describe any excess levels of noise generated by the proposed use or activity:
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stormwater site plan template—rev.10/1/2003
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.
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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.).
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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 cpnstruction 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.
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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.
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12. Describe the flow control system.
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stormwater site plan template—rev.10/1/2003 6
13. Describe the water quality system. { {
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14. Describe the conveyance system analysis and design.
15. Describe the source of fill material,physical characteristics of fill material,and deposition ot excess material.
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16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the
Uniform Building Code.
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17. Describe the proposed surfacing material.
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18. Describe methods for restoration of the site.
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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.
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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
1
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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2. Establish Construction Access.
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3. Control Flow Rates.
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4. Install Sediment Controls.
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5. Stabilize Soils.
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6. Protect Slopes.
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7. Protect Drain Inlets. ;t F
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stormwater site plan template—rev.10/1/2003 8
12 Required Elements-Construction SWPPP(continued) _ s.
8. Stabilize Channels and Outlets.
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004 9. Control Pollutants. I u I
10. Control De-Watering(the act of pumping groundwater or stormwater away from an active construction site).
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11. Maintain Best Management Practices(BMPs).
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12. Manage the Project.
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2. Adjacent Areas.
a. Description of the adjacent areas that may be affected by site disturbance (e.g., K,treams, lakes, wetlands, residential
areas,roads).
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b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400
yards).
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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.
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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
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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.
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8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following,if applicable.
a. Sediment Ponds/Traps. ,ts/
b. Diversions. Ad/,4
c. Waterways. ig/r4-
d. Runoff/Stormwater Detention Calculations N/
stormwater site plan template—rev.10/1/2003 10
SECTION II—EROSION AND SEDIMENT CONTROL PLAN
Sediment and erosion control measures may be depicted on the master land use application plot plan, a stormwater site plan,and/or a
separate Construction SW PPP site plan. This is a checklist to ensure that the following are depicted on a site plan:
1. General.
a. Vicinity Map
•
b. Jefferson County Approval Block
c. Erosion and Sediment Control Notes
• 2. Site Plan. APR 9 Q 2004
a. Legal description of subject property.
b. North arrow.
c. Indicate boundaries of existing vegetation(e.g.,tree lines,pasture areas,etc:). `f ' :`i
d. Identify and label areas of potential erosion problems.
e. Identify FEMA base flood boundaries and Shoreline Management boundaries(if applicable).
f. Show existing and proposed contours.
g. Indicate drainage basins and direction of flow for individual drainage areas.
h. Label final grade contours and identify developed condition drainage basins.
i. Delineate areas that are to be cleared and graded.
j. Show all cut and fill slopes indicating top and bottom of slope catch lines.
3. Conveyance Systems.
a. Designate locations for swales, interceptor trenches,or ditches.
b. Show all temporary and permanent drainage pipes,ditches,or cut-off trenches required for erosion&sediment control.
c. Provide minimum slope and cover for all temporary pipes or call out pipe inverts.
d. Shows grades,dimensions,and direction of flow in all ditches,swales,culverts and pipes.
e. Provide details for bypassing off-site runoff around disturbed areas.
f. Indicate locations and outlets of any dewatering systems.
4. Location of Detention Best Management Practices(BMPs). Identify location of detention BMPs.
5. Erosion and Sediment Control Facilities.
a. Show the locations of sediment trap(s),pond(s),pipes and structures.
b. Dimension pond berm widths and inside and outside pond slopes.
c. Indicate the trap/pond storage required and the depth,length,and width dimensions.
d. Provide typical section views through pond and outlet structure.
e. Provide typical details of gravel cone and standpipe,and/or other filtering devices.
f. Detail stabilization techniques for outlet/inlet.
g. Detail controlrestrictor device location and details.
h. Specify mulch and/or recommended cover of berms and slopes.
i. Provide rock specifications and detail for rock check dam(s),if applicable.
j. Specify spacing for rock check dams as required.
k. Provide front and side sections of typical rock check dams.
I. Indicate the locations and provide details and specifications for silt fabric.
m. Locate the construction entrance and provide a detail.
6. Detailed Drawings. Any structural practices used that are not referenced in the Ecology Manual should be explained and
illustrated with detailed drawings.
7. Other Pollutant BMPs. Indicate on the site plan the locations of BMPs to be used for the control of pollutants other than
sediment(e.g.,concrete wash water).
8. Monitoring Locations. Indicate on the site plan the water quality sampling locations to be used for monitoring water quality on
the construction site. Sampling stations should be located upstream and downstream of the project site.
stormwater site plan template—rev.10/1/2003 11
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.
( WN OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE)
THIS SPACE MAY BE USED FOR ADDITIONAL NOTES, IF NEEDED:
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stormwater site plan template—rev.10/1/2003
SPECIAL CONDITIONS FOR CAE # BLD04-00260
1.) The application was reviewed by the Jefferson County staff for the potential presence of
Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development
Code (UDC). After an initial Geographic Information Systems mapping review and an
investigative site inspection, the following ESAs were confirmed to be present on the
subject property: Fish &Wildlife (Eagle), Level 1 Landslide Hazard Area at southern
portion of parcel, Susceptible Aquifer Recharge Area, Coastal Seawater Intrusion
Protection Area.
2.) Geologically Hazardous Areas in Jefferson County are characterized by slope, soil type,
geologic material, and groundwater that may combine to create problems with slcpe
stability, erosion, and water quality during and after construction or during natural events
such as earthquakes or severe rainstorms.
3.) A Geotechnical Report was submitted in conjunction with this application. A report by
Shannon &Wilson dated June 2000 addressed the landslide located on parcel 001 302
013 at 191 Lane De Chantal. An addendum dated July 2, 2003 determined the
construction of the proposed drain field on parcel 001 301 038 will not significantly affect
soil erosion and associated hazards on the site or pre-development drainage conditions
on adjacent properties provided prudent construction practices are used.
4.) Washington State Department of Fish &Wildlife commented on the septic application
(SEP03-00082/MLA03-00252)on May 21, 2003 and determined the parcel is greater than
800 feet from an active eagle nest and is not in conflict with eagle habitat.
5.) Aquifer Recharge Areas in Jefferson County are characterized by porous geological
formations that allow percolation of the surface water into the soils and the underlying
zone of saturation. Aquifers are geologic formations that contain sufficient satura:ed
permeable material to yield significant quantities of water to wells and springs. Ac uifers
serve as the source of drinking water within most of the rural portions of Jefferson County.
6.) Susceptible Aquifer Recharge Areas are those with geologic and hydrologic conditions
that promote rapid infiltration of recharge waters to groundwater aquifers.
7.) Critical Aquifer Recharge Areas may require special protection measures to mitigate water
quality degradation. The submitted proposal does not require additional aquifer
protection measures. However, during construction the project shall follow the Best
Management Practices (BMPs)and facility design standards as identified and defined in
the Stormwater Management Manual for the Puget Sound Basin.
8.) The applicant is proposing to create or add 3,730 square feet of impervious surface and
5,590 square feet of land disturbing activities. Sections 6.6 and 6.7 of the Jefferson
County Unified Development Code requires the project applicant submit a stormwater plan
meeting Minimum Requirements#1 through #5 of the Department of Ecology Stormwater
Management Manual for Western Washington. The stormwater plan shall address
measures to control stormwater, erosion and sediment during construction and shall
address permanent measures to stabilize soil exposed during construction, and in the
design and operation of stormwater and drainage control systems.
9.) Marine shorelines and islands are susceptible to a condition that is known as seawater
intrusion. Seawater intrusion is a condition in which the saltwater/freshwater interface in
an aquifer moves inland so that wells drilled on upland areas cannot obtain freshwater
suitable for public consumption without significant additional treatment and cost.
Maintaining a stable balance in the saltwater/freshwater interface is primarily a function of
the rate of aquifer recharge (primarily through rainfall)and the rate of groundwater
withdrawals (primarily through wells). The Washington Department of Ecology is the
agency with statutory authority to regulate groundwater withdrawal for individual wells in
Jefferson County. New development, redevelopment, and land use activities on islands
and in close proximity to marine shorelines in particular should be developed in such a
manner to maximize aquifer recharge and maintain the saltwater/freshwater balance to
the maximum extent possible by infiltrating stormwater runoff so that it recharges the
aquifer.
10.) The parcel is located within a'coastal SIPZ (seawater intrusion protection Ale)according
to the County GIS map. There are voluntary and mandatory measures identified in the
Jefferson County Seawater Intrusion Policy(Resolution 44-22, effective September 23,
2002)that apply to well drilling proposals and building permit applications on existing lots
of record.
A Coastal SIPZ is defined as: all islands and area within one-quarter mile of marine
shoreline, but no history of chloride concentration above 100 mg/L in groundwater sources
within 1000 feet.
11.) MANDATORY MEASURES FOR COASTAL SIPZ:
1. For proof of potable water on a building permit application, applicant must utilize
DOH-approved public water system if available.
2. If public water is unavailable, a qualifying alternative system may be used as proof of
potable water or an individual well may be used as proof of potable water subject to the
following requirement:
a. Chloride concentration of a laboratory-certified well water sample submitted with
building permit application.
3. If public water is unavailable, a qualifying alternative system may be used as proof of
potable water.
12.) A Stormwater 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.
13.) Jefferson County determined that this proposal is categorically exempt from review under
the State Environmental Policy Act(SEPA)pursuant to WAC 197-11-800(1)(b)(i).
14.) This parcel is a nonconforming parcel designated Rural Residential 1:5 under the
Jefferson County Comprehensive Plan effective August 28, 1998.
15.) Potable water is provided to this parcel by Cape George Water System.
16.) A septic permit(SEP03-00082)was approved July 23, 2003 for a system with capacity of
240 gallons per day.
17.) A minimum of four(4) on-site parking spaces are required for the single family residence
and Accessory Dwelling Unit(ADU).
18.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of
impervious surface which includes roof tops, driveways, concrete, etc.
19.) The building height is not to exceed 35 feet.
20.) Minimum setback from Cape George Rd and from Lane De Chantel is 20 feet. Minimum
side setbacks are 5 feet.
21.) Outdoor residential storage shall be maintained in an orderly manner and shall create no
fire, safety, health or sanitary hazard.
22.) 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, ::;hall any
such unlicensed or inoperable vehiclesbe stored in an Environmentally Sensitive Area
(ESA).
23.) 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.
24.) 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.
25.) Cape George Rd is a county rfilnor collector road identified as C622808. Sroad
approach is existing and an address of 6390A has been assigned to the Accessory
Dwelling Unit (ADU).
26.) The revised site plan as submitted with the building application on May 17, 2004 ias been
reviewed for consistency under the UDC, and has been approved by Jefferson C Dunty
Department of Community Development. Any modifications, changes, and/or additions to
the stamped, approved site plan dated May 17, 2004 shall be resubmitted for review and
approval by Jefferson County Department of Community Development.
27.) This approval is for an Accessory Dwelling Unit only. Any future permits on this site are
subject to review for consistency with applicable codes and ordinances and does not
preclude review and conditions which may be placed on future permits.
I:\F_BLD_Permit_Buildng.rpt 10/29/19
. GAPE c ORC-rE ROAD Up,/ !1S 1 \
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41
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f.1 \ V Has been APPR•
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t V DEPT.OF DEVELOP
\ ,.......yr / li r._—/ S1GNA • \
".."—_.. ' APPROVED
SITE �'I�AN
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MAY 1 7 2004
Ty
R P P T O i • S \it Pt G r r DEPT.OF CO. U TYODEVEL E
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JEFFkJ(`ON Cuul iv71••
DEPT. OF('(.ir• (!."1'`. . I(JPry E=r' f
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40' APR 2 0 2004 .
Disc.oVER,
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4" CONC. SLAB
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6x6 TRTD. POS1
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ALL Gl
COMPLY
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GENERAL NOTES
CONTRACTOR TO VERIFY ALL DIMENSIONS Al
BEFORE CONSTRUCTION.
ALL EXTERIOR HEADERS TO BE 4x10 UNLES'
ALL INTERIOR HEADERS TO BE 4x6 UNLESS
BRASED WALL PANEL - (1) 4'x8' B.W.P. TO
FROM EACH BLDG. CORNER be E' RY 3,
B.
EDGE! O'm BIOCK u} ED(
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