HomeMy WebLinkAboutRESCHECK - 08-00196 - The Meadows - Phase 3 - Bldg 3, 4 Unitsa
Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other
calculations submitted with the permit application. The proposed building has been designed to meet the 2000 IECC requirements in
REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Builder/Designer Company Name Date
The Meadows Townhomes Page 1 of 4
Duct Insulation:
❑ Ducts in unconditioned spaces must be insulated to R-5. Ducts outside the building must be insulated to R-8.0.
Duct Construction:
❑ All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives),
mastic -plus -embedded -fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181 B.
Exception: Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500
Pa).
❑ The HVAC system must provide a means for balancing air and water systems.
Temperature Controls:
❑ Thermostats are required for each dwelling unit (non -dwelling areas must have one thermostat for each system or zone). A
manual or automatic means to partially restrict or shut off the heating and/or cooling input to each room shall be provided.
Electric Systems:
❑ Separate electric meters are required for each dwelling unit.
Service Water Heating:
❑ Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral
heat trap or is part of a circulating system.
❑ Insulate circulating hot water pipes to the levels in Table 1.
Circulating Hot Water Systems:
❑ Insulate circulating hot water pipes to the levels in Table 1.
Swimming Pools:
❑ All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from
non-depletable sources. Pool pumps require a time clock.
Heating and Cooling Piping Insulation:
❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table
2.
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RESIDENTIAL PLAN CHECKLIST
(2003 International Residential Code)
Date: j (Z G7 "7 Building Permit Number: 03 7 --C nnO7,3
Project: 1Mv( Job Address:
Zoning: Number of Stories: 1_1 Basement: Yes�N / Fj�ElnfYh. Fixtures:
/ L + (Note unfinished basements as special condition on permit)
,1oorArea(sf): VzNy finished, -- unfinished, 'garage Mechanical Fee:
The following comments based on the 2003 edition ofthe International Residential Code should be resolved
before a building permit is issued. This correction list is not a building permit. The approval of plans and
specifications does not permit the violation of any section of the International Residential Code or any federal,
state or local regulations.
PLAN CHECK
Aans
/Scale Legible
Plot Plan Y / N Flood Plain
Floor / Foundation Plan
Zection showing construction details
2� All Building Elevations
Design Criteria (shall be identified on plans as Wind - 85 m.p.h., Snow- 35 lb. Per sq ft.)
muss Calculation Sheets door Joist Details 2
M chanical Design
nergy Calculations (R320 & Ch 11)
B. Zoning (circle one – new zoning designations adopted in 2005)
LDR1 12,000 sf min. (width 80 ft. min)
LDR2 8,000 sf min. (width 60 ft. min); Duplex 10,000 sq. ft, min. with C.U.P.
RR2 21,780 sf min. (width 150 ft min) Duplex allowed with C.U.P.
Other (Verify zoning requirements)
C.e
Single Family _Duplex (LDR1 only - Conditional use permit?
�cann
D. Set Backs (taken from eaves) 'F° Cr y''V • Q2' Z
—Front set back (32 ft. from curb) l Note: 60% min of front yard green
-Rear setback (LDRI 25 ft. & LDR2 20 ft.)
Si—Sides set backs (6" for every ft. of building height with LDR - 7.5' min., & LDR1 - 6min.)
/Building -Height (maximum 30 ft.)
E. Footings
,e roper Size (as per Table 403.1, use 1500 psf unless soil type is known, Table 401.4:1 for soil bearing)
Rebar (244 continuous)
Footing Depth (3'6 below finished grade and 12" below undisturbed soil; 18" to top of slab – interior)
F. Foundation
Foundation walls w/ rebar (city ordinance)
/2" Anchor Bolts with 2"x 2"x 3/16" square washers (incl. interior bearing walls) R403.1.6.1
Foundation Drainage (foundations on sift soil shall be designed per R405)
Zamp proofing/Waterproofing to finish grade. 8406.1 (fnd. extends 6" min above grade R404.1.6)
Crawl space access of 18" x 24" min. 8408.3 (may differ if mech appliance is in crawl space M1305.1.4)
Crawl Space Ventilation/Insulation =1 sf vent per 150 sf. (with moisture barrier 1 sf. per 1500 sa ft.) and
within 3' of each corner (insulate walls vent to inside of home) 8408.2
Grading slope away from house. R401.3
G. F me
smic Hold Downs and Braced Wall Panels (8602.10)
Floors joists sized as per 8502.3, Wood I -mists sized per manufr.
.,-/J.ists Under Load Bearing Partitions shall be doubled, 8502.4
1/ rders sized per R502.5 or per manufr. Tables for engineered products
/Cantilevers (comply with R502.3.3 or manufr instruction)