HomeMy WebLinkAboutCHECKLIST - 05-00269 - 367 Talon Dr - New SFR`..
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RESIDENTIAL PLAN CHECKLIST
(2003 International Residential Code)
Date: 9-/8 ZS—
Building Permit Number:
e3— ao Z- y
Project: Za.++•Ke i ( Job Address: 3ea7 Taloit 'Dr'.
Zoning: Number of Stories: Basement: Yes No / Fin. Unfin. Fixtures:
Floor Area (sf): 2297 finished, zz -7 unfinished, garage
Valuation: $
Permit Fee: $
Plan Check Fee: $
The following comments based on the 2003 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.
PLAN CHECK
A. P ins
o Scale _Legible
Plot Plan Y / Flood Plain
�oor / Foundation Plan
_Section showing construction details
/11 Building Elevations
_Design Criteria (shall be identified on plans as Wind - 85 m.p.h., Snow - 35 lb. Per sq ft.)
'zrruss Calculation Sheets & _Floor Joist Details
Mechanical Design
Z Energy Calculations (R320 & Ch 11)
B. Zoning (check one - in some cases LDR2 and MDR may apply)
/f.DR LDRI _Lot area— LDR- 12,000 sq. ft. min. (width 80 ft. min) & LDRI- 8,000 sq. ft. min
(width60 ft. min.).(LDRI duplex - 10,000 sq. ft: min.)
S-101 `/
C. UW
,,,"Single Family _Duplex (LDRI only - Conditional use permit?)
D. Set Backs (taken from eaves)
rout set back (32 ft. from curb) __,(' Note: 60% min of front yard green
ear set back (LDR 25 ft. & LDRI 20 ft.)
ides set backs (6" for every ft. of building height wi LDRI - 6' min.)
A Iding-Height (maximum 30 ft.)
E. F tings
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 (36" below finished grade and 12" below undisturbed soil; 18" to top of slab — interior)
fuF. F ndation
oundation 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. R406.1(fiid. extends 6" min above grade R404.1.6)
Crawl space access of 18" x 24" min. R408.3 (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 sq. .)and
within 3' of each corner (insulate walls vent to inside of home) R408.2
ding slope away from house. R401.3
G. Frame
_Seismic Hold Downs and Braced Wall Panels (R602.10)
Floors joists sized as per R502.3, Wood I joists sized per manufr.
�oists Under Load Bearing Partitions shall be doubled. R502.4
/Girders sized per R502.5 or per manufr. Tables for engineered products
cantilevers (comply with R502.3.3 or manufr instruction)
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Floor Sheathing (3/4" min for joists 24" oc & 5/8" for joists 16" oc) R503.1
Wall (bearing and nonbearing) stud sizes, height & spacing per Table 602.3(5) R602.3
Zaders in Bearing Wall shall be designed as per Tables 502.5(1&2) R602.7
o f Trusses desi ed according to R802.10.1) 35 #Snow and 90 mph winds (Local Conditions)
Rafter and Truss tie -downs. (R802.10.5)
Attic Access 22" x 30" min. opening (R807)
H. Exterior Covering
Masonry and stucco shall have weather resistive barrier over exterior sheathing R703.2 & 703.9.1
I. R of Covering and Ventilation
Roof Ventilation as per R806
A phalt Shingles (slope>2:12) w/ ice protection. (Other type: to comply w/ R905. )
I Eirewalls
Garage/House drywall separation (protect ext. walls & beams supporting habitable space) R309.2
1oor from Garage to House (1 3/8" solid wood or steel door, or 20 min. fire -rated door) R309.1
'Two Family Dwelling Separation (1 hr fire separation) Supporting structure also rated. R317.1
—Twin homes & Townhouses (2 hr separation & 4' overbum protection or parapet) R317.2
- One hr walls parallel to and within 3 ft of property line w/ NO openings. R302
—Penetrations in previous 3 items to comply with R317.3
K GAeral Requirements
ouse Numbers R321
Zalf Openable 3sf window or Mech. Ventilation in bathrooms, water closets, and similar rooms. R303.3
Xerior and exterior stair illumination shall comply with R303.6.
a _Born Fixture clearances comply with Figure R307.2
_One room at least 120 sf.; oe'Other habitable rooms 70 sf. rain w/ a min. dimension of 7 ft. R304
*areas w/sloped ceilings less than 5 ft in height & furred ceilings less than 7 ft DO NOT comply
*50% or more of the required area must be at least 7ft high in rooms w/sloped ceiling
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/gress clearance from window wells under cantilevered floors. R310.2
/lazing at Hazardous Locations R308
/mergency Egress in all sleeping rooms and basements with habitable space R310
Zne required Exit Door shall comply with R311.4
/Landings at top and bottom of stairways R311.5.4, and each side of each exterior door. R311.4.3
/ Stair Ris / Run (7 3/4" max. rise & 10" min. tread, nosing req'd if <l l") �tair Width (36" min),
tairway Headroom (6' 8" min.) �landrails (34"to 38" above stair nosing)(R311.5)
-r — pecial conditions for circular, spiral and winder stairways and bulkhead enclosures R311.5.8
_fairway Protection (enclosed accessible space under stairs shall be covered with 1/2" drywall) R311.2.2
LU drails complying with R312
Smoke Alarms (each bedroom and
Handrails complying with R311.5.6
and one on each level (R 313)
L. Energy
_Homes with glazing < 15% of gross area of ext. walls (Townhouses < 25%) to comply w/ Chapter 11.
*Otherwise shall meet requirements of IECC for respective building type. N1101.2
Zapor retarder on warm in winter side of walls, ceiling and floors R318
Water Heater heat traps IECC 504.7
ZD/uct sealing and insulation N1103.3&4 or IECC 503.3.3.3, 503.3.3.4.3
/Plans match quantities & values on a "passing" REScheck compliance report
M. Mechanical
Gas appliances not in bedrooms, bathrooms, toilet rooms, or storage closets G2406.2
Room access 24" min width/Attic access clear opening 2000/Under floor r.o. 22x30. M1305
�otential vent/connector offset > 75% of total height (Exception provided by G2428) G2427.6.4
ryer Vent length 25' max w/ 8' transition (-5' per 90 deg turns) M1501.3
Gas "point of delivery" and material used to determine pipe sizing. G2413