HomeMy WebLinkAboutBLD2010-00274Archery Range Area
Existing Wooded Area
Existing Cleared Area
Drainage Swale
Approach Driveway
30'
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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 INSPECTION
PROPERTY LINES MUST BE MARKED
BYSTRING LINES TO VERIFY SETBACKS.
IF PROPERTY LINES ARE NOT MARKED A
REINSPECTION FEE MAY BE REQUIRED
PRIOR TO FURTHER INSPECTION.
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New Handgun Range Plan
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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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JEFFERSG PLAN REV �
BUILDIN
❑ APPROVED AS SUBMITTED
APPROVED AS NOTED
❑ REJECTED
Date4LIL- �--d—Reviewer-4t-9
Firing Line Cover - East Elevation
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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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West Elevation
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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 within
o� 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 in
Gr Surf Material Thick Orient Size T e Edp g [F d Blk Framing Members [inj Apply
S ecies G S c Notes
1 Ext Struct Shthg 7/16 Vert 8d Nail 6 12 yes Hem -Fir
0.93 16 1,3
Legend:
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 spacing
Notes:
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. or
panel orientation is horizontal.
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 and
I by the roof, eave or similar covering shall be pressure treated with
3nufactured of naturally durable or preservative wood
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.
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gel, stainless
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