HomeMy WebLinkAboutBLD2010-00274Exh1b1t A
The land referred to herein ,s described as follows:
The Southwest !4 of the Southeast V4 of the Southeast !4; and the East V2 of
the Southeast V4 of the Southeast !4; and the East V2 of the Southeast 14 of the
Southwest V4 of the Southeast V4; except any portion thereof lymg northerly of
the southerly hm1ts of South Jacob Miller Road; together with the East 300
Feet of the West V2 of the Southeast V4 of the Southwest V4 of the Southeast
V4; of Section 8, Township 30 North, Range I West, W.M.; said described
parcel bemq a portion of Jefferson County fire Protection District #G Short Plat
as per plat recorded in Volume 4 Pages 39 and 40 of Short Plats, Auditor's File
Number 403948, records of Jefferson County, Washington.
Situate m Jefferson County, State of Washington.
Archery Range Area
Existing Wooded Area
Existing Cleared Area
Drainage Swale
Approach Driveway
30'
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2001
25' HIGH IMPACT BERM
PPaCT
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140'
Berm
1 182' ELEVATION 12' HIGH SIDE BERMS
CENTER LINE OF 5' DRAINAGE SWALE
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184' ELEVATION
110'
Covered Shooters Shed
AT TIME OF FOUNDATION INSPECTIONPROPERTYLINESMUSTBEMARKEDBYSTRINGLINESTOVERIFYSETBACKS. IF PROPERTY LINES ARE NOT MARKED AREINSPECTIONFEEMAYBEREQUIREDPRIORTOFURTHERINSPECTION.
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New Handgun Range Plan
Scale: 1" = 45' appx.
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12" CULVERT - 50' LONG
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Firing Line Cover - Sturctural Concrete & Sidewalk Plan
64' -6°
MO-TICE: Plans are approved excepting
any errors or omissions. All work must
Pass Inspection In conformance with
all applicable codes and regulations.
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JEFFERSGPLAN REV BUILDIN
APPROVED AS SUBMITTED
APPROVED AS NOTED
REJECTED
Date4LIL- --
d—Reviewer-4t-9
Firing Line Cover - East Elevation
1
Firing Line Cover - Section
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Wall Framing Detail
Alternate studs for noise transmission control
Nall with Staggered 2 X 4 Studs 24" oc Each Side
In -Batt Cellulose or Fiberglass Insulation Fill
Hardi Panel Both Sides
DO NOT SEPARATE THE ENGINEERS
CALCS FROM THE PLANS
REVIEWED FOR CODE OMPLIANCE
Elevation Difference
DA Access Ramps at Door and Ends
Sidewalk to Footing /Slab Detail
Sidewalk Elevation 1" Lower For Water Drainage
PLANS MAY NOT BE
KEPT IN SANI -CAN
RECENT
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Firing Line Cover -
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West Elevation
1
Firing Line Cover - Section
M
Wall Framing Detail
Alternate studs for noise transmission control
Nall with Staggered 2 X 4 Studs 24" oc Each Side
In -Batt Cellulose or Fiberglass Insulation Fill
Hardi Panel Both Sides
DO NOT SEPARATE THE ENGINEERS
CALCS FROM THE PLANS
REVIEWED FOR CODE OMPLIANCE
Elevation Difference
DA Access Ramps at Door and Ends
Sidewalk to Footing /Slab Detail
Sidewalk Elevation 1" Lower For Water Drainage
PLANS MAY NOT BE
KEPT IN SANI -CAN
RECENT
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Architectural Grade Composition Roofing Shingles
shall fall a minimum of six inches withino C w d VIA t e, %% a (,/ S 2..., q - G GL c, CS, the first ten feet. YL
WoodWorks® Shearwalls LATERAL ANALYSIS Oct. 20, 2010 16:21:51
MATERIALS by WALL GROUP
Wall Sheathing [in] Fasteners S c inGrSurfMaterialThickOrientSizeTe
Edp
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Fd Blk Framing Members [inj ApplySeciesGScNotes1ExtStructShthg7/16 Vert 8d Nail 6 12 yes Hem -Fir 0.93 16 1,3Legend:
Grp - Wall Design Group; Surf - Exterior or interior surface of exterior wall, Spcg - Edge or field nail spacing; Blkg - Blocked; G - Specific gravity; Spc - Wall stud spacingNotes:
1. Capacity has been reduced according to IBC specific gravity adjustment.
3. Shear capacity for current design has been increased to the value for 15/32" sheathing with same nailing because stud spacing is 16" max. orpanelorientationishorizontal.
Firinq Line Cover,S ction
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Shearwall panel inspections
Braced panels, Alternate Braced Panels
and Interior Braced Wall Panels are to
be inspected and approved prior to
cover.
lb Roofing Felt
4" CDX Plywood Sheathing
4 X 12 Facia
BCI Joists 24" oc 9 -1/2" BCI 5000 Joists)
X 10 Blocking
K 12 Ledger Stock
npson Structural Clips and Straps (Simpson H1)
X 10 Galv Bolts, 2 per Post, 4 at Ledger Overlaps
6 Posts
Iuctural supports of a building roof and are exposed to weather andIbytheroof, eave or similar covering shall be pressure treated with3nufacturedofnaturallydurableorpreservativewood
12 Bench Surface Stock
4 Support Ledgers & Cross Pieces
6 Simpson Concrete Support Bases
hickened Edge Concrete Slab w/ Grade Beams 10' oc
6 #10 Welded Wire Mesh Reinforcing
4 Rebar Typ In All Edge & Grade Beam Foundations
Section R602.11.1
A minimum 1/4 "x 3" x 3" plate
washer shall be provided between
wood shall the foundation sill plate and the nut. i
gel, stainless
Ater or
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Jefferson County
Sportsmen's Association
Competition Handgun Range Project
Stormwater Management
The new excavated and bermed area will cover approximately 32000 square
feet, an area 200 feet north to south and 160 feet east to west.
The area is currently cleared of major trees and is covered with indigenous
grasses and low growing shrubs.
The existing drainage is from SW to NE and is collected in existing drainage
ditches along the perimeter of the shooting range areas.
This stormwater and natural drainage across the site is directed to
collection in a retainage area in the northwest corner of the property. Flow
is directed by excavated drainage ditches along the east side of the existing
rifle range, along the south side of the existing handgun range and along the
east side of the existing handgun range. The accumulated flow from these
drainage ditches travels through an existing culvert under the bullet impact
berm on the north of the existing handgun range and into the retainage area
between the back of the handgun range impact berm and to the west of the
existing rifle range.
The newly excavated area for the proposed competition handgun range will
not add to accumulated stormwater runoff and will not reduce natural,
existing storm water absorption area. No new sources of potential
groundwater pollution will result from excavation and construction of the
new range area and covered structure.
It will be necessary to include additional drainage ditching, swales and a
culvert to redirect the existing natural drainage paths around the newly
excavated area and into the existing drainage ditch system.
A l" per hour stormwater/rainwater volume over the newly excavated area
will produce a maximum runoff potential of 20,000 gallons. This will result in
a potential maximum flow of 332 gallons per minute. This flow rate will
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