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Home My WebLink AboutCHECKLISTS & RESCHECK - 05-00422 - 347 Eagle Summit St - New SFRDate:os— RESIDENTIAL PLAN CHECKLIST (2003 International Residential Code) Building Permit Number: as- e�106 Project: ' /ate Job Address: GL/ ,4Aym q Zoning: Z4� Number of Stories: _� Basement: es No / Fin. nlin. Fixtures: Z�r- Floor Area (sf): /%57) finished, /g$D unfinished, %S . garage Valuation: $ Permit Fee: $ Plan Check Fee: $ The following comments based on the 2003 edition of the Intemational 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 Intemational Residential Code or any federal, state or local regulations. PLAN CHECK Alans _To Scale Zgible ZPlot Plan Y / Flood Plain /Floor / 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.) /Suss Calculation Sheets & //Floor Joist Details Mechanical Design Znergy Calculations (R320 & Ch 11) B. Zoning (check one - in some cases LDR2 and MDR may apply) _el LDR LDRI _Lot area —LDR- 12,000 sq. ft. min. (width 80 ft. min) & LDR1- 8,000 sq. ft. min (width60 ft. min.).(LDRl duplex - 10,000 sq. ft. min.) C. �Se /Single Family _Duplex (LDR1 only - Conditional use permit?) D. §et Backs (taken from eaves) Front set back (32 ft. from curb) _Note: 60% min of front yard green /Rear set back (LDR 25 ft. & LDRI 20 ft.) Sides set backs (6" for every ft. of building height with LDR - 7.5' min., & LDRI - 6' min.) /uilding-Height (maximum 30 ft.) E. /Footings _Proper Size (as per Table 403.1, use 1500 psf unless soil type is known, Table 401.4.1 for soil bearing) ,4ebar (244 continuous) oting Depth (36" below finished grade and 12" below undisturbed soil; 18" to top of slab —interior) 2FFndation Foundation walls w/ rebar (city ordinance) _X/1/2" 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) !Damp proofing/Waterproofing to finish grade. R406.1(fad. 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. ft.) and within 3' of each corner (insulate walls vent to inside of home) R408.2 /rading slope away from house. R401.3 GG Fr me 7eismic Hold Downs and Braced Wall Panels (R602.10) _Floors joists sized as per R502.3, Wood I joists sized per manufr. _Joists 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) ✓ Floor Sheathing (3/4" min for joists 24" oc & 5/8" for joists 16" oc) R503.1 'Zwall (bearing and nonbearing) stud sizes, height & spacing per Table 602.3(5) R602.3 /Headers in Bearing Wall shall be designed as per Tables 502.5(1&2) R602.7 Roof Trusses (desigped according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions) 'after and Truss tie -downs. (R802.10.5) Zttic 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 7I. R of Covering and Ventilation Roof Ventilation as per R806 Asphalt Shingles (slope>2:12) w/ ice protection. (Other type: to comply w/ R905._) I Firewalls Garage/House drywall separation (protect ext. walls & beams supporting habitable space) R309.2 Door 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 G eral Requirements use Numbers R321 _/H f Openable 3sf window or Mech. Ventilation in bathrooms, water closets, and similar rooms. R303.3 /Interior and exterior stair illumination shall comply with R303.6. /Bathroom Fixture clearances comply with Figure R307.2 _/ne room at least 120 sf.; /ther habitable rooms 70 sf min w/ a min. dimension of 7 ft. R304 *areas w/sloped ceilings less than 5 ft in height & furred ceilings less than 7ft DO NOT comply *50916 or more of the required area must be at least 7ft high in rooms w/sloped ceiling u Egress clearance from window wells under cantilevered floors. R310.2 Glazing at Hazardous Locations R308 �mergency Egress in all sleeping rooms and basements with habitable space R310 _ZOne required Exit Door shall comply with R311.4 Zandings at top and bottom of stairways R311.5.4, and each side of each exterior door. R311.4.3 /__,Stair Rise / Run (7 3/4" max. rise & 10" min.�read, nosing req'd if <11") Stair Width (36" min), �tairway Headroom (6' 8" min.) _Handrails (34"to 38" above stair nosing)(R311.5) Special conditions for circular, spiral and winder stairways and bulkhead enclosures R311.5.8 Stairway Protection (enclosed accessible space under stairs shall be covered with 1/2" drywall) R311.2.2 Guardrails complying with R312 _,,�andrails complying with R311.5.6 //Smoke Alarms (each bedroom and common area 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 ofIECC for respective building type. N1101.2 Vapor retarder on warm in winter side of walls, ceiling and floors R318 Water Heater heat traps IECC 504.7 ;� Duct 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 /as appliances not in bedrooms, bathrooms, toilet rooms, or storage closets G2406.2 _Room access 24" min width/Attic access clear opening 20x30iUnder floor r.o. 2200. M1305 —Potential vent/connector offset > 75% of total height (Exception provided by G2428) G2427.6.4 Drryer 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 Zone: Surrounding Land Uses: Elevations submitted: Landscape Plan submitted: Lighting Plan submitted: Site Plan Review Checklist Project: . C MnZ — Permit# n to 00, �Tl Ppuire P.idW Fpp M? Use Consistent with zoning designation 11` \ 0 c C Compliance with Comprehensive Plan Flood Plain Check Plans are to scale l�6f North arrow W V) Building Coverage Building setbacks: Front yard - W o!&Ccc ' - Side yard Back yard VAo V\v Building Height ICI Minimum distance between buildings Clear site tirangle Driveway, parking lot dimensions Parking space# AA u, WY Sav\uS �Z Parking space sizes Parking isle widths Handicapped requirements Unloading, loading area Parking spaces located in close proximity to buildings Sidwalks along right of way Internal pedestrian walkways Snow storage Open/common spaces functional? Fencing/screening (HVAC equipment, dumpsters, parking, etc.) Trash dumpster shown and screened Buffering/landscaping requirements Lighting Design standards Committee Meeting Held If needed i rn REScheck Compliance Certificate 2003 IECC REScheck So$ware Version 3.6 Release la Data filename: C:1Program FileslChecklRESchecklBasic.rck CITY: Rexburg STATE: Idaho HDD: 8693 CONSTRUCTION TYPE: Single Family WINDOW / WALL RATIO: 0.19 DATE: 11/16/05 COMPLIANCE: Passes Maximum UA = 446 Your Home LTA = 395 - - 11.4% Better Than Code (UA) Ceiling 1: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16" o.c. Window 1: Vinyl Frame:Double Pane with Low-E Door 1: Solid Door 2: Glass Basement Wall 1: Solid Concrete or Masonry Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 8.0' Window 2: Vinyl Frame:Double Pane with Low-E Furnace 1: Forced Hot Air, 92 AFUE Permit Number Checked By/Date Gross Glazing Area or Cavity Cont. or Door Perimeter -Val e R-Value UmFactor UA 1950 38.0 0.0 59 2296 22.0 0.0 104 364 0.350 127 40 0.350 14 36 0.350 13 1088 11.6 0.0 67 32 0.350 11 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 2003 IECC requirements in REScheck Version 3.6 Release la (fDrmerly MECcheck) and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Builder/Designer Date