HomeMy WebLinkAboutCHECKLIST - 04-00108 - 1005 Westwood Drive - New SFRRESIDENTIAL PLAN CHECKLIST
Date 3 -! S--oz/
Project: QuQlfy (vHs�i-u�io.'l
Job Address: f M5- W" W uo d
Building Permit Number
Zoning: L D jZ
Number of Stories
Floor Area: 1 S 3 e
Description: tZe s
Valuation:
Permit Fee:
Plan Check Fee:
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The following comments based on the 2000 edition of the 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.
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PLAN CHECK
A. Plans /
�o Scale / Legible
Plot Plan Y / Flood Plain
ZFloor / Foundation Plan
Section showing construction details
All Building Elevations
Design Criteria (shall be identified on plans as Wind - 85 m.p.h., Snow - 35 lb. Per sq ft.)
W Truss Calculation Sheets
Floor Joist Details -
ZEnergy Calculations (R320 & Ch 11)
B. Zoning (check one - in some cases LDR2 and MDR may apply)
_ZLDR LDR 1 Lot _area — LDR- 12,000 sq. ft. min. (width 80 ft. min) & LDR 1- 8,000 sq. ft. min
(width60 & min.).(LDR1- duplex - 10,000 sq. ft. min.)
C. Use
Single Family Duplex (LDRI only - Conditional use permit?)
D. Set Backs (taken from eaves)
/4ront set back (32 ft. from curb) Note: 60% min of front yard green
,ZRear set back (LDR 25 ft. & LDR1 20 ft.)
Aides set backs (6" for every ft. of building height with LDR - 7.5' min., & LDR1- 6' min.)
wilding -Height (maximum 30 ft.)
T
E. Footings .
Proper Size (as per Table 403.1.1, use 1500 psf unless soil type is known, Table 401.4.1 for soil bearing)
/ Rebar (244 continuous)
Girder Support Footings (size as per Table 502.3.4(2))
/Footing Depth (36" below finished grade)
ffoundation
Foundation walls w/ rebar (city ordinance)
Foundation Drainage (foundations on sift soil shall be designed per Section R405)
/Waterproofing (as per section R406)
XCrawl Space Ventilation/Insulation =1 sq. ft. per 150 sf. (with moisture barrier 1 sf. per 1500 s4. ft.)
within 3' of each comer (insulate walls no vents reg'd)
_,,�eismic Hold Downs and Braced Wall Panels (R602.10)
/Grading (all yards shall slope away from house)
Window Wells clear horizontal and vertical dimensions of 24" min.) (ordinance)
G. Frame
Braced Walls (R602)
_Floors (check load bearing capacity of joists as per Ch 5)
Zoists Under Load Bearing Partitions (shall be doubled as per Ch 5)
Girders (Ch 5)
Cantilevers (check for blocking, reinforcement spacing, and span on drawings) (manuf inst instr)
/thoor Sheathing (Ch 5)
Zxterior Wall (Ch 6)
Zoad Bearing Walls (Ch 6)
Bearing Wall Window and Door Headers (design as per Tables 602.7.2) (Ch 6)
—Zfire Blocking (as per Section 602.8) (R321)
Roof Trusses (designed according to Section 802.9 and braced as per manufacturer) 35 # Snow and
85mph winds (Local Conditions)
Rafter and Truss Hold -Downs (designed according to Section 802. 10 or truss manufacturer) (R802)
Aoof Sheathing (as per Section 803) (R803)
R
�' Attic Access (provide 22" x 30" min. access where attic clear height exceeds 30")(R806)
H. Exterior Covering
Siding
/rick or Stone Veneer
L Roof Covering and Ventilation
Roof Ventilation (as per-R806)
Asphalt Shingles _Slate Shingles, Metal, _Clay, Tile or Concrete, /Wood, _Wood Shakes
I Firewalls
Garage (a one -hour fire -resistive separation between garage & house) (11321)
Door from Garage to House (1 3/4" solid wood, exterior metal or 20 min, rated fire door required)
(R321)
Two Family Dwelling Separation (1 hr. firewall)(11321)
K General Requirements
House Numbers (R325)
Zight and Ventilation (design as per Section R303)
Minimum Room Areas one room at least 120 sf., other habitable rooms min. of 70 sf, min habitable
rooms dimen. of 7 ft) (R304)
Windows at Hazardous Locations w/in 24" of side hinged door frame (R308)
Window Egress (R310)
_,ro�txit Door (one exit door must be 36" wide) (Section R311)
LLandings (a min. Y x Y landing required at each side of egress doors with thresholds not more than
1 1/2" higher than landing)(R311) at bottom of stairs- No req. at top if door D/N swing over
stairs) (R311)
/Stair Rise / Run (7 3/4" max. rise & 10" min. tread) _Stair Width (36" min), _Stairway Headroom
(6 8" min.) _Handrails (34"to 38" above stair nosing)(R311)
Stairway Protection (enclosed accessible space under stairs shall be covered with 1/2" drywall)(R311)
ZGuardrails/Handrails (36" height, mandatory at 30" drop or 4 or more risers and 4" sphere max.)(R316)
oke Detectors (,each bedroom and common area and one on each level (R 317)
✓ Mechanical Ventilating Systems (in bathrooms, d similar rooms)(R303)
L. Energy
Percentage of glazing to wall area (Type A-1=15% max or use IECC Tables 502.2.4(x)
Vapor retarder on warm in winter side of walls, ceiling and floors IECC 502.1.1
Water Heater heat traps IECC 504.7
/Duct sealing and insulation IRC 1103.3
�lans match R and U values on Energy Calc's.