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HomeMy WebLinkAboutCORRECTION LIST(CANNEL ` ran o Plan R-e W' # : g n!' ® Date y y ��������" ���� Uaivatlon yN O O � � LIG�tQ��a�{ Fee c3.`f y yy F' t o i Y 4 F 3 y 1��I1LLus®t���}r \ sS F. N "r"�'i r� �,: E' .- - 3'-s+ d5 aril �,^ ai v".r i`u+ Y✓ cy«.,-'fY,yS.r-#�aytr. r`' ^y y y� ,y . ��. y .:, r... I1:IRICIIi�'Yllli\I�._... _..�'.,., [� CORRECTION LIST p Code No, DESCRIPTION Section C 1✓ 1p 5 tfej E- I � I! 3 -L OW 0-1 0 �A/- ISBN 978-1-58001-951-4 91111111111111gl111111111111II INTERNATIONAL CODE COUNCIL° 06/10 > CORRECTION LIST Code No. DESCRIPTION Section -2- NOTE: Entries to this Plan Review Record that require a field check or Inspection of the Installation must be coordinated with the Inspection phase (R109) of the project. BUILDING PLANNING (Chapter 3) DESIGN CRITERIA [Table R301.2(1)] ^ / Two-family dwelling separation (R302.3) Floor live load (Table R301.5) IV psf welling unit penetrations (R302.4) Roof live load (Table R301.6) r psf Ground snow load psf Dwelling/garage opening/penetration protec- tion (R302.5) Basic wind speed ph V/"*" Dwelling/garage fire separation (R302.6) Wind exposure category (R301.2.1.4) High wind design criteria applicable lV Under -stair protection (R302.7) (R301.2.1.1) Wall and ceiling finishes (R302.9) Seismic design category (SDC) [Figure R301.2(2)] SDC C&D provisions (R301.2.2) Weathering Frost line depth Termite area Decay area Winter design temperature Ice barrier underlayment rE Flood hazards CONSTRUCTION (R302) Exterior walls (R302.1, Table R302.1) Townhouse separation (R302.2) Continuity and structural independence (R302.2.1, R302.2.4) Parapets and construction (R302.2.2, R302.2.3) OOM PLANNING REQUIREMENTS (R303 through R305) -Flame spread index (R302.9.1) 1/ Smoke -developed index r (R302.9.2) Testing (R302.9.3, R302.9.4) V Insulation (R302.10) (Flame spread/smoke-developed (R302.10.1, R302.10.2) �ellulose loose -fill and exposed attic insulation (R302.10.3, �?302.10.4) Testing (R302.10.5) �ireblocklng (R302.11) Draftstopping (R302.12) l� Combustible insulation clearance (R302.13) Use Area ft2 Width Average ceiling t Minimum ceilin t Natural* light Natural ventilation* Living 120 7'4" 7'-0" 5'=0" 8% floor area 4% floor area Dining 70 7'-0" 7'-0" 5'-0" 8% floor area 4% floor area Kitchen N.A. N.A. 7'-0" 5'-0" 8% floor area 4% floor area Bedroom 70 7'-0" T-0" 5'-0" 8% floor area 4% floor area Bathroom N.A. N.A 7'-0" 5'-0" 3 square feet 11/2 square feet See Sections R303.1 & R303.3 for mechanical ventilation and artificial light 6'-8" min./at plumbing fixtures and for non -habitable basements. Required heating (R303.8) N (R306 and R307) Vater closet .avatory .ub or shower ,itchen area with sink )anitary sewer (Chapter 30) 'rivate disposal (Appendix i) -3- GLAZING (R308) _Identification (R308.1) Louvered windows or jalousies (R308.2) Human impact loads/hazardous locations n ,Q� (R308.3, R308.4) / / / I Skylights and sloped glazing (R308.6) f BUILDING PLANNING (cont'd.) GARAGES.AND CARPORTS (R309) V Floor surface noncombustible; sloped floor JLk(R309.1) Carport: open two sides; noncombustible ' / floors; sloped floor (R309.2) v Automatic garage door opener (R309.4) EMERGENCY ESCAPE AND RESCUE OPENINGS (R310) y Where required (R310.1) Areas, height, width, operations (R310.1.1- R310.1.4) Window wells (R310.2) Bars, grilles, covers and screens (R310.4) Under decks and porches (R310.5) EANS QF-EGRESS (R311) General (R311.1) door (R311.2) Landings at exterior doors (R311.3 - R311.3.3) Vertical egress (R311.4) Construction and attachment (R311.5) Hallways (R311.6) Stairway width, headroom, walkline (R311.7.1 - R311.7.3) Stairway treads, risers profiles (R311.7.4 - R311.7.4.3) Stairway landings and walking surfaces (R311.7.5, R311.7.6) Handrails required (R311.7.7) Handrail height, continuity, grip -size (R311.7.7.1- R311.7.7.3) Stairway illumination (R303.6, R311.7.8) Special stairways (R311.7.9) Ramp slope, landings, handrails (R31.1.8) (R312) Required for open -sided surfaces, stairs,' ramps and landings > 30" above floor/grade (R312.1) Height - 36" (R312.2) Opening limitations (R312.3) AUTOMATIC FIRE SPRINKLER SYSTEMS (R313) -� Townhouses (R313.1) One- and two-family dwellings '(R313.2) SMOKE ALARMS (R314) Referenced standards (R314.1, R314.2) Y Location and interconnection (R314.3) Power source (R314.4) CARBO ONOXIDE.ALARMS (R315) New construction (13315.1) Nr�Existing construction (R315.2) v Referenced standard (R315.3) FOAM PLASTIC (R302.8, R316) _Labeling (R316.2) _Surface burning, thermal barrier, specific approval (R316.3 - R316.7) DECAY AND TERMITE PROTECTION (R317 and R318) L. Protection required (Table R301.2(1), R317.1, ' / R318.1) !/ Quality mark (R317.2 and R318.1.1) SITE ADDRESS (R319) i/ Address numbers (R319.1) ACCESSIBILITY (R320) Type B dwelling units applicable (R320.1) ELEVATORS/PLATFORM LIFTS (R321) 7U Referenced standards (R321.1 - R321.3) FLOOD -RESISTANT CONSTRUCTION (R322) General (R322.1) Hazard area and requirements (R301.2.4, R309.3, R322.2, R322.3) Design professional (R322.3.6) STORM SHELTERS (R323) General and referenced standard (R323.1) -4- FOUNDATIONS (Chanter 4) MAT RIALS R402 !V Concrete foundation walls (R404.1.2) Wood foundations (R402.1) �oncrete, compressive strength (R402.2) FOOTINGS (R403) __t5�oil bearing value (R401.4, R403.1) Footing width (see page 5) f/ Footing edge thickness = 6" minimum; footing projection = 2" minimum, but 5 footing thickness (R403.1.1) gA,Footings in SDC C or D (R403.1.2, R403.1.3 and R403.1.6.1) i/ Depth below (outside) grade = 12" minimum; but below frost line except for frost pro- tected footings.(R403.1.4, R403.1.4.1 and / R403.1.4.2) Sill plate bolting in concrete/masonry ='/2" di- ameter bolts, within 12" but not less than 7 bolt diameters from corner, 7" embedment (R403.1.6) I Footings adjacent to slopes (R403.1.7) Frost protected shallow foundations (R403.3) Footings for precast concrete foundation (R403.4) WALLS (R404 - R406) foundation walls (R404.1.1) Wall height, unbalanced backfill, nominal thickness (Tables R404.1.1(1) - R404.1.1(4), R404.1.5.1] Reinforcement size and spacing (Tables R404.1.1(2) - R404.1.1(4)] Wall height, unbalanced backfill, nominal thickness (Tables R404.1.2(2) - R404.1.2(8), R404.1.5.21 Horizontal and vertical reinforcement size and spacing (Tables R404.1.2(1) - R404.1.2(8), R404.1.2.2, R404.1.2.3.71 Stay -in -place forms (R404.1.2.3.6.1) SDC C and D provisions (R404.1.2.4, R404.1.4) Height above finished grade (R404.1.6) Sill plate size (R404.3) Precast concrete foundation walls (R404.5) Drains required if habitable or usable spaces are below grade* (R405) Soil class (Table R405.1) Dampproofing if basements are below grade* (R406.1) Waterproofing if high water table* (R406.2) * If uninhabitable, see Under -Floor Space (R408) COLU NS (R407) NProtection from decay or corrosion (R407.1 _.,-and R407.2) Structural requirements (R407.3) Anchorage (R407.3) Wood columns (minimum 4" square) (R407.3) Steel columns minimum 3" diameter, Sched- ule 40 pipe) (R407.3) TABLE R403.1 minim inn winTu OF rONCRFTP PRECAST OR MASONRY FOOTINGS finchesla LOAD -BEARING VALUE OF SOIL(r)sfi 1,500 2,000 3,000 >_ 4,000 Conventional li ht—frame construction 1 -story 12 12 12 12 j 2-story 15 12 12 12 3-story 23 17 12 12 4-inch brick veneer over light frame or 8-inch hollow concrete masonrY 1 -story 12 12 12 12 2-sto 21 16 12 12 3-story 32 24 16 12 8-inch solid or f llv grouted masonry 1 -story 16 12 12 12 2-story 29 21 14 12 3-story 42 32 21 16 F' r SI: 1 inch = 25.4 mm, 1 pound per square foot = 0.0479 kPa a Where minimum footing width is 12 Inches, a single wythe of solid or fully grouted 12—inch nominal concrete masonry units is permitted. I -5- r � UN FOUNDATIONS (cont'd.) .00R SPACE (R408) Ventilation (R408.1 and R408.2) Unvented crawl space (R408.3) Access (R408.4) FLOORS (Chapter 5) D JOISTS AND GIRDERS (R502) Species and grade (R502.1) Joists — Sleeping areas, LL = 30 psf Table R502.3.1(1)] Joists — Nonsleeping areas, LL = 40 psf [Table R502.3.1(2)] Cantilevered joists Fab/es R502.3.3(1) and R502.3.3(2)] Girder spans and header spans for exterior bearing walls [Table R502.5(1)] Girder spans and header spans for interior bearing walls [Table R502.5(2)] Joists under bearing partitions (R502.4) Bearing (1.5" minimum on wood or metal; 3" on masonry or concrete) and lapped joists (3") (R502.6, R502.6..1) Lateral restraint and bridging (R502.7, R502.7.1) Drilling and notching (R502.8) Fastening (R502.9) Framing of openings (R502.10) Wood trusses (R502.11) Draftstopping (R502.12) FLOOR SHEATHING (R503.1) Allowable span (Table R503.1) End joints (R503.1.1) STRUCTURAL PANEL SHEATHING (R503.2) Grade (R503.2.1) Thickness (R503.2.1) Allowable spans (Tables R503.2.1.1(1) and R503.2.1.1(2)] Installation [Table 602.3(1)] Removal of debris (R408.5) Finished grade (R408.6) Flood resistance (R408.7) PARTBOARD UNDERLAYMENT (R503.3) Grade (R503.3.1) Thickness (R503.3.2) Installation [Table R602.3(1)] FLOORS (ON GROUND) (R504) Base course: 4" thick with maximum 3/4' gravel or'/2" crushed stone (R504.2.1) Moisture barrier: placed over base course (R504.2.2) Materials (R504.3) FLOOR FRAMING (R505) _ Cold -formed steel; applicability limits; in -line framing (R505.1) Structural framing (R505.2) _ Material (R505.2.1) _ Identification (R505.2.2) Corrosion protection (R505.2.3) _ Fastening (R505.2.4) Floor construction (R505.3) CONCRETE FLOORS (ON GROUND) (R506) _Thickness: 31/2" minimum; Concrete strength / (R506.1) V Support: prepared subgrade; maximum earth fill = 8"; maximum sand or gravel fill = 24" �R506.2.1) Base course: 4" graded with 2" maximum aggregate (R506.2.2) rinforcement por retarder (R506.2.3) support (R506.2.4) IQ WALL CONSTRUCTION (Chapter 6) GENERAL (R601) y/ Design (R601.2) _ omponent and cladding wind loads [Table R301.2(2)] Vapor retarders (R601.3) CTION (R602) Construction (Figures R602.3(1) and R602.3(2)] Stud grade (R602.2) Exterior walls (R602.3) Stud spacing [R602.3.1, Table R602.3(5)] Interior load -bearing walls (R602.4) Interior nonbearing walls: 2" x 3" at 24" o.c. or 2" x 4" flat at 16" o.c. (R602.5) Drilling and notching — studs (R602.6) Drilling and notching —top plate (R602.6.1) Headers (Tables R502.5(1), R502.5(2), R602.7.2 and Figure R602.7.2] Fireblocking (R602.8, R302.11) Cripple walls (R602.9) Wall bracing, braced wall lines, lengths, connections, support and joints (R602.10, R602.10.1, R602.10.3, R602.10.6 - R602.10.8) Bracing based on wind speed [Table R602.10.1.2(1)] Bracing based on SDC [Table R602.10.1.2(2)] Intermittent bracing methods (R602.10.2, Table R602.10.2) Continuous sheathing (R602.10.4, R602.10.5) Bracing for SDC C and D (R602.10.1..4.1, R602.10.1.5, R602.11) Wall bracing for stone and masonry veneer (R602.12) FRAMING (R603) General (R603.1) Structural framing (R603.2) Material (R603.2.1) Identification (R603.2.2) Corrosion protection (R603.2.3) Fastening (R603.2.4) Wall construction (R603.3 - R603.5) Headers (R603.6) Studs, tracks and structural sheathing (R603.7 - R603.9) SHEA HIN,G (R604 and R605) Wood structural panels (R604) Particleboard (R605) MASON CONSTRUCTION (R606 - R610) General design (R606) 06�SDC C and D (R606.12) y nit masonry (R607) ultiple wythe masonry (R608) Grouted masonry (R609) Glass unit masonry (R610) EXTERIOR CONCRETE WALL CONSTRUCTION (R611) Applicability (R611.2) Concrete wall systems (R611.3) Stay -in -place forms (R611.4) Materials, construction details (R611.5 - R611.10) EXTERIOR WINDOWS & DOORS (R612) —General; window sills; performance; testing and labeling (R612) STRUCTURAL INSULATED PANEL WALL CON TRUCTION (R613) Applicability (R613.2) Materials (R613.3) Wall panels, construction details fR613.4 - R613.10) -7- WALL COVERING (Chapter 7) INTERIOR WALL COVERING (R702) Alfft Plaster material (R702.2) Plaster support (R702.2.3) Gypsum board material (R702.3.1) Gypsum board support, application and / fastening (R702.3.2 - R702.3.8) Ceramic tile (R702.4) Other finishes R702.5 and R702.6 ( ) EXTERIOR WALL COVERING (R703) Water -resistive barrier (R703.2) siding (R703.3) Attachment and minimum thickness (Table R703.4) Al AP od shakes and shingles (R703.5) Exterior plaster (R703.6) Stone & masonry veneer (R703.7 & Figure R703.7); Steel angle lintels-4" minimum bearing each end (R703.7.3) Veneer ties: #9 U.S. gage wire or #22 U.S. gage by'/8" corrugated metal; 24" o.c. maximum horizontal spacing; 2.67 square feet maximum area supported (wind > 30 psf and SDC C or D, maximum area = 2 square feet) (R703.7.4.1). Flashing (R703.7.5 and R703.8) Exterior insulation and finish systems (R703.9) Fiber cement siding (R703.10) Vinyl siding (R703.11) ROOF -CEILING CONSTRUCTION (Chapter 8) ERAL (R801) dh Species Design (R801.2 and R801.3) Grade Zc,omponent and cladding wind loads -[Table Span R301.2(2)] OF FIR MtNG (R802) ire -retardant -treated wood (R802.1.3) 77, Framing details (R802.3) �v rl'► Rafter tie (R802.3.1) +� Collar ties (4' o.c., in upper third of attic) (R802.3.1) _ Purlins (2" x 4" at 4' o.c. minimum) (Figure R802.5.1, R802.5.1) Bearing (R802.6) Cutting and notching (R802.7) ,,Engineered wood products (R802.7.2) ,,k'ateral support and bridging (R802.8) 'IF- of openings (R802.9) ,Wood trusses (R802.10) - Roof tie -down (R802.11) ' JOISTS [fables R802.4(1), R802.4(2)] Without attic storage, LL = 10psf With attic storage LL = 20psf Spacing Size [Tables R802.5.1(1) - R802.5.1(8)] Ground snow load/LL = 20psf Controlling design (LL or snow) Ceiling not attached/ceiling attached Spacing Species Grade Span Size Hc/HR; Adjustment factor ROOF SSHHEATHING (R803.2) 'Z -rade hickness FRTW allowable stresses/grading Allowable spans [Table R503.2.1.1(1)] Installation (R803.2.3) In } CHIMNEYS AND FIREPLACES (cont'd.) Changes in dimension (R1003.6) Chimney clearance (R1003.1 Additional load (R1003.8) Termination (R1003.9) Spark arrestors (R1003.9.1) Wall thickness; >_ 4" (R1003.10) Flue lining - material/installation (R1003.11 and R 1003.12) Multiple flues (R1003.13) Flue area (appliance) (R 3.14) Flue area (mas fireplace) (R1003.15) Inlet 3.16) openin g (R1003.17) Fireblockmg (R1003. Chimney cri s (R1003.20) FACTORY- T FIREPLACES (R1004) Listed and labeled (R1004.1) Installation (R1004.2) FACTORY -BUILT CHIMNEYS (R1005) Listed and labeled (R1005.1) Installation (R1005.3 and R1005.4) EXTERIOR AIR SUPPLY (R1006) Intake size (R1006.2, R1006.4) ENERGY EFFICIENCY* (Chapter 11) Compliance; material and equipment /(N1101.2, N1101.3) Climate zone (Table N1101.2) energy cgnservation plan review record p,, Building envelope (N1102) // Mechanical systems (N1103) MECHANICAL (Chapte s 12-23) Appliance labeling (M1302, M1303) Chimney and vent location and terminations Appliance access (141305, M1401) Appliance installation (M1307) Heating and cooling equipment; heating and cooling load calculations (Chapter 14) Exhaust systems (Chapter 15) Duct systems (Chapter 16) Combustion air (Chapter 17) Application (G2401.1) General regulations (G2404) Appliance location (G2406) Air requirements (G2407) Installation (G2408) (Chapter 10 and Chapter 18) Special fuel -burning equipment (Chapter 19) Boilers/water heaters (Chapter 20) Hydronic piping (Chapter 21) Special piping and storage systems (Chapter 22) Solar systems (Chapter 23) Penetrations of fire -resistance rated assem- blies (R302.4, R302.5) FUEL GAS (Chapter 24) Clearances (G2409) i Electrical and electrical bonding (G2410, G2411) Pipe sizing (G2413) Piping materials (G2414) -10- FUEL GAS (cont'd) Piping installation (G2415 and G2419) Piping support (G2418 and G2424) Valves, controls, connections (G2420, G2421 and G2422) Venting (G2426 - G2429) Misc appliances (G2423, G2425, G2430 - G2453) PLUMBING (Chapters 25-33) Water service location and depth (P2603, Sprinkler coverage P2604) (P2904.2.4) Sanitary and storm sewer location and depth Piping materials (P2904.3) (P2603, P2604) Flow rates (P2904.4.1, Piping support (Table P2605.1) P2904.4.2) Listed plastic materials (P2608) Plumbing fixtures (Chapter 27) Water heater size and location (Chapter 28) Water supply and distribution system design and calculations (Chapter 29) Dwelling unit fire sprinkler systems (P2904) NFPA 13D system (P2904.1) Temperature rating (P2904.2.1, P2904.2.2) Freezing protection (P2904.2.3) Water supply capacity (P2904.5.2) Pipe sizing (P2904.6) Drain, waste and vent pipe sizing and riser diagram (P3004, P3005, Chapter 31) Sumps and ejectors (P3007) Backwater valves (P3008) Fixture traps (P3201) Storm drainage (Chapter33) Penetrations of fire -resistance rated assem- blies (R302.4, R302.5) ELECTRICAL (Chapters 34-43) Penetrations of fire -resistance rated assem- Wiring methods (Chapter 38) blies (E3402.2) Required lighting and receptacle outlets Listed and labeled materials (E3403) (E3901, E3903) Service equipment and location (E3405, E3601, E3606) Service size and load calculations (E3602) Available fault current (E3606) System grounding (E3607) Required branch circuits (E3703) Feeder requirements and load calculations (E3704) Ground -fault and arc -fault circuit -interrupter protection (E3902) Devices and lighting fixtures (Chapter 40) Appliance installation (Chapter 41) Swimming pools (Chapter 42) Class 2 remote -control, signaling and power -lim- ited circuits (Chapter 43) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) Provisions adopted (R102.5) 1 i Compliance with Appendix E verified -11- 1 \. 1 RADON CONTROL MEASURES (Appendix F) LProvisions adopted (R102.5) Compliance with Appendix F verified ,1 SWIMMING POOLS, SPAS AND HOT TUBS (Appendix G) Provisions adopted (R102.5) LV Compliance with Appendix G verified PATIO COVERS (Appendix H) i� Provisions adopted (R102.5) { � U// Compliance with Appendix H verified �l PRIVATE SEWAGE DISPOSAL (Appendix 1) Provisions adopted (R102.5) �' Compliance with Appendix I verified EXISTING BUILDINGS AND STRUCTURES (Appendix J) Provisions adopted (R102.5) U / Compliance with Appendix J verified I ii II SOUND TRANSMISSION (Appendix K) Provisions adopted (R102.5) Compliance with Appendix K verified I HOME DAY CARE—R-3 OCCUPANCY (Appendix M) V Compliance with Appendix M verified Provisions ado ted R102.5 P ( ) i I i I -12-