HomeMy WebLinkAbout1_330NorthRouseSite_08-20-21WINTER HOME
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Date:mobile #:phone #:Project No.Drawn by:Date:Scale:GENERAL CONTRACTOR:Revised by:
Drafting & Design, Inc.B19-0109-1-3McLay Project - SummerHome330 NO. ROUSEBOZEMAN, MONTANACHRIS MCLAY608-774-2678Tract 2D. Johnston 28 Jan 19
D. Johnston 04 Feb 19
These drawings are licensed for
ONE USE ONLY.
D. Johnston 16 Jan 19
D. Johnston 25 Jan 19
D. Johnston 08 Mar 19IMPACTDRAFTING & DESIGN, incwww.impactdrafting.com2021 Brentwood Professional Center1195 Stoneridge Dr., Suite 3DBozeman, MT. 59718406-522-5382All rights reserved. All designs, drawings, ideas, and
written material contained or described herein are
the sole property of IMPACT Drafting & Design Inc.
and as such may not be altered, duplicated, used or
disclosed without written consent from IMPACT
Drafting & Design Inc.scale is correct ifprinted on D-Size paperby IMPACT DraftingNote: IMPACT Drafting & Design Inc. is not responsible for engineering orconstruction. Individual contractors are responsible for meeting codes.IMPACT
D. Johnston 03 Apr 19
D. Johnston 16 Sep 20CONTACT/OWNER1 131" = 8'Site Plan
TRACT 2
SITE PLAN
scale: 1" = 8'
This plan drawn in accordance with the:
- 2018 International Residential Code
- 2018 Uniform Plumbing Code
- 2018 International Mechanical Code
- 2018 International Fuel Gas Code
- 2018 NFPA 99C Gas and Vacuum Systems
- 2017 National Electrical Code
- 2018 International Energy Conservation Code
* General Contractor is expressly responsible for
code adherence
Code Criteria - per City of Bozeman
Floor Live Loads =40 lbs. per sq. ft.
Roof Live Loads = 20 lbs. per sq.ft.
Design Wind Load =115 mph (3 sec gust)
Exposure =C
Seismic Design Cat.=D-0
Minimum Frost Line Depth
1-story building =3'-0"
2-story building =4'-0"
Soil Classification: To be determined by a soils
analysis by a geotechnical engineer or engineering
geologist
Minimum Insulation Values
Foundation =R-15 continuous - or -
R-19 not continuous
R-20 Vinyl Backed
Floors =fill cavity R-21 min.
(up to R-30 if possible)
Rim =R-15 continuous - or -
R-19 not continuous
(uncovered spray foam allowed)
Walls =R-21
Ceilings w. Attic =R-38 with heel - or -
R-49 without heel
Ceilings w/o Attic=R-30
(not to exceed 500 sq.ft. or 20% of total attic
insulation)
Basic Ground Snow Load =46 PSF
Address Numbers - Building shall have approved
address number placed in a position that is plainly
visible from the street or road fronting the property.
The numbers (or letters) shall be a min. 4" in height
and a min 1
2" stroke width and shall be contrasting
color from background.
GENERAL SITE NOTES
DRAINAGE:
a minimum slope of 2% (1/4 inch per foot) has been
provided where possible to facilitate site drainage.
a minimum slope of 2% (1/4 inch per foot) has been
provided for at least 5 feet away from the building
foundation.
new construction shall direct attendant storm water
drainage into public or private facilities, not onto the
land of adjoining property owners.
a minimum of 6 inches has been provided from the
finish grade to the bottom of the exterior siding.
roof downspouts must be directed to splash blocks
that deflect the water away from the building.
grading must direct water away from the splash
blocks and the building.
roof and site drainage must be directed to
permeable areas of the site. The overall site
drainage will be designed to take full advantage of
these areas.
basement, crawlspace or foundation subsoil drainage
systems, including systems utilizing sump pumps
may not be drained directly onto the public way.
SHEET INDEX
1.site plan
2.house elevations - all
3.foundation
4.house floor plans
5.house braced wall lines page
6.house roof sheet
7.sections
8.house basement floor electrical
9.house floor 1&2 electrical
10.garage elevations - all
11.garage floor plans
12.garage roof sheet
13.garage electrical
Revised by:Date:
Additional Revisions
D. Johnston 14 Jul 21
D. Johnston 20 Aug 21
D. Johnston 20 Aug 21
D. Johnston 20 Aug 21
D. Johnston 20 Aug 21