HomeMy WebLinkAboutPLANS Remodel 653 A Morgan St 2023-05-22Jo
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SHEET INDEX
A000 TITLE SHEET & SITE PLAN
A001 EXISTING & DEMO MAIN FLOOR PLAN
A002 EXISTING & DEMO SECOND FLOOR PLAN
A101 PROPOSED MAIN FLOOR PLAN
A102 PROPOSED SECOND FLOOR PLAN
PROJECT NARRATIVE
Limited remodeling on the main level of the existing
house, and the addition of a low deck to the north.
The scope of work entails construction of the north
deck itself, the addition of two exterior doors to the
deck, the addition of a wall dividing an existing
laundry room from restroom, and the modification of
doors into those two rooms. Supply air ducts/grilles
in the existing crawlspace will need minor
modification for the laundry/restroom division.
PERMIT INFORMATION
APPLICABLE CODES: 2015 International Residential Code (IRC)
2020 National Electric Code (NEC)
MUNICIPALITY:Town of Estes Park
PARCEL #:2530317004
SCHEDULE:0537675
ZONING CLASSIFICATION: E Estate
Setbacks 15'-0" front & back, 10'-0" sides
Maximum Height 30'-0"
Minimum Building Width 20'-0"
OCCUPANCY: Single-Family Residence
CONSTRUCTION TYPE: Type V-B (IBC Classification) - not-sprinklered
FLOOR AREA: Main Level 1044 sf
Upper Level 360 sf
Total Floor Area 1404 sf
Existing South Deck 180 sf
Proposed North Deck 360 sf
BUILDING HEIGHT: Approx 22'-0" (not changed by this project)
DESIGN CRITERIA:
Project Elevation: 7726'
Ground Snow Load (Pg):
Tabular: 60 psf at 7000'; 70 psf at 8000'
Interpolation: 60 + 10x0.73 = 68 psf
Roof Snow Load:
Importance Factor (Is) = 1.0
Exposure Factor (Ce) = 1.0 (Exposure C)
Thermal Factor (Ct) = 1.1 (Heated Structure)
Pf = 0.7 x Ce x Ct x Is = 0.77 x 68 psf = 53 psf
Sloped Roof Load (Ps) - low slope No reduction taken
Roof Dead Load (no solar anticipated this project): 15 psf
Floor Live Load: 40 psf
Floor Dead Load (no concrete): 10 psf
Deck Live Load (no hot tub): 68 psf
Deck Dead Load: 10 psf
Wind Speed: 175 mph Exposure C
Altitude Correction Factor: 0.81
Seismic Design Category: B
Minimum Roofing Classification: Class B
Class B roof & ice barrier: Required
Assumed Soil Bearing Pressure: 2,500 psf
1
May 2, 2023
1
1
5/3/23
5/3/23
Reviewed by
SAFEbuilt
05/22/2023
5/3/23
Reviewed by
SAFEbuilt
05/22/2023
May 2, 20231
1
5/3/23
If any portion of the
walking surface
exceeds 30" above
grade a compliant
guard shall be
installed
Attach decks for lateral load
per the 2015 IRC
Handrail required for 4 risers
Open Hole Inspection
required for all piers.
Reviewed by
SAFEbuilt
05/22/2023
GENERAL NOTES
Upper Level shown for reference only. No proposed
work on the Upper Level.
5/3/23
Reviewed by
SAFEbuilt
05/22/2023