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HomeMy WebLinkAboutCORRECTION LISTIV 06/10 i CORRECTION LIST Code No. DESCRIPTION Section i -2- NOTE: Entries to this Plan Review Record that require a Feld 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)] /✓ 14 Two-family dwelling separation (R302.3) Floor live load (Table R301.5) psf �/A Dwelling unit penetrations (R302.4) Roof live load (Table R301.6) psf Ground snow load psf (/A- Dwelling/garage opening/penetration protec- Basic wind speed mph tion (R302.5) Wind exposure category (R301.2.1.4) ill Dwelling/garage fire separation (R302.6) High wind design criteria applicable (R301.2.1.1) i(/ Seismic design category (SDC) [Figure R301.2(2)] t" /R SDC C&D provisions (R301.2.2) Weathering IV Frost line depth 4"1A Termite area i% Decay area Al1A Winter design temperature C00001, Ice barrier underlayment required Al Flood hazards FIRE-RESISTANT CONSTRUCTION (R302) A114 Exterior walls (R302.1, Table R302.1) Townhouse separation (R302.2) ^44 Continuity and structural independence (R302.2.1, R302.2.4) Parapets and construction (R302.2.2, R302.2.3) ROOM PLANNING REQUIREMENTS (R303 through R305) /ytlj Under -stair protection (R302.7) Wall and ceiling finishes (R302.9) _ lame spread index (R302.9.1) Smoke -developed index (R302.9.2) ,. Testing (R302.9.3, R302.9.4) � Insulation (R302.10) C/ Flame spread/smoke-developed (R302.10.1, R302.10.2) Cellulose loose -fill and exposed attic insulation (R302.10.3, ` R302.10.4) v Testing (R302.10.5) 1 e" fi Fireblocking (R302.11) IF-S,' Draftstopping (R302.12) /'-SP Combustible insulation clearance (R302.13) Use Area ft2 Width Average ceilincit Minimum ceilin t Natural* light Natural ventilation* Living 120 7'-0" 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" F-0" 8% floor area 4% floor area Bedroom 70 7'-0" 7'-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 t 6-8" min. at plumbing fixtures and for non -habitable basements. Required heating (R303.8) GLAZING (R308) SANITATION (R306 and R307) Water closet Lavatory ub or shower Kitchen area with sink v Sanitary sewer (Chapter 30) Private disposal (Appendix 1) d f— sP Identification (R308.1) A/ .A4 Louvered windows or jalousies (R308.2) l Est Human impact loads/hazardous locations (R308.3, R308.4) 61- Skylights and sloped glazing (R308.6) -3- ., BUILDING PLANNING (cont'd.) GARAGES AND CARPORTS (R309) Floor surface noncombustible; sloped floor (R309.1) Carport: open two sides; noncombustible floors; sloped floor (R309.2) Automatic garage door opener (R309.4) EMERGEN Y ESCAPE AND RESCUE OPENINGS (R310 Where required (R310.1) Areas, height, width, operations (R310.1.1 - R310.1.4) Al (el Window wells (R310.2) A169 Bars, grilles, covers and screens (R310.4) k Under decks and porches (R310.5) MEANS EGRESS (R311) l/ eneral (R311.1) Egress door (R311.2) Landings at exterior doors (R311.3 - R311.3.3) A 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) Ftlfr? 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) I!) Special stairways (R311.7.9) M Ramp slope, landings, handrails (R311.8) GUARDS (R312) /9- Required for open -sided surfaces, stairs, ramps and landings > 30" above floor/grade (R312.1) /L Height - 36" (R312.2) fvf 09- 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) Location and interconnection (R314.3) � -Power source (R314.4) CARGO MONOXIDE ALARMS (R315) New construction (R315.1) Existing construction (R315.2) /a,5.' Referenced standard (R315.3) FOAM PLASTIC (R302.8, R316) 1114 Labeling (R316.2) ---ram Surface burning, thermal barrier, specific approval (R316.3 - R316.7) DECAY AND TERMITE PROTECTION (R317 nd R318) Protection required (Table R301.2(1), R317.1, R318.1) Quality mark (R317.2 and R318.1.1) SITE ADDRESS (R319) l rvf,' Address numbers (R319.1) ACCESS ILITY (R320) Type B dwelling units applicable (R320.1) ELEVATORS/PLATFORM LIFTS (R321) Referenced standards (R321.1 - R321.3) FLOOD- ISTANT CONSTRUCTION (R322) �,,,-6eneral (R322.1) t/ Hazard area and requirements (R301.2.4, R309.3, R322.2, R322.3) Design professional (R322.3.6) STO SHELTERS (R323) General and referenced standard (R323.1) -4- FOUNDATIONS (Chapter 4) MATERIALS (R402) c 1,A Wood foundations (R402.1) Concrete, compressive strength (R402.2) FOOTINGS (R403) _Soil bearing value (R401.4, R403.1) Footing width (see page 5) Footing edge thickness = 6" minimum; footing projection = 2" minimum, but15 footing thickness (R403.1.1) `✓14 Footings in SDC C or D (R403.1.2, R403.1.3 and R403.1.6.1) 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 = 1/2" di- ameter bolts, within 12" but not less than 7 bolt diameters from corner, 7" embedment (R403.1.6) Footings adjacent to slopes (R403.1.7) IVrA Frost protected shallow foundations (R403.3) efl Footings for precast concrete foundation (R403.4) FOUNDATION WALLS (R404 - R406) Masonry 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)] Concrete foundation walls (R404.1.2) Wall height, unbalanced backfill, nominal thickness (Tables R404.1.2(2) - R404.1.2(8), R404.1.5.2] Horizontal and vertical reinforcement size and spacing (Tables R404.1.2(1) - R404.1.2(8), R404.1.2.2, R404.1.2.3.7] Stay -in -place forms (R404.1.2.3.6.1) SDC C and D provisions (R404.1.2.4, R404.1.4) %/ (/f Height above finished grade (R404.1.6) fy�� 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) COLUMNS (R407) Protection 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) 007.3) TABLE R403.1 MINIMUM WIDTH OF CONCRETE. PRECAST OR MASONRY FOOTINGS finchesla LOAD -BEARING VALUE OF SOIL sf 1,500 2,000 3,000 >_ 4,000 Conventional light —frame construction 1 -story 12 12 12 12 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-story 21 16 12 12 3-story 32 24 16 12 8-inch solid or fully grouted masonry 1-story16 12 12 12, 2-story 29 21 14 12 3-story 42 32 21 16 For 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. -5- f FOUNDATIONS (cont'd.) UNDER -FLOOR SPACE (R408) Removal of debris (R408.5) Ventilation (R408.1 and R408.2) Finished grade (R408.6) Unvented crawl space (R408.3) Flood resistance (R408.7) Access (R408.4) FLOORS (Chapter 5) WOOD 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)] PARTICLEBOARD UNDERLAYMENT (R503.3) Grade (R503.3.1) PAThickness (R503.3.2) _ Installation [Table R602.3(1)] TREATED -WOOD FLOORS (ON GROUND) (R504) Cantilevered joists [Tables R502.3.3(1) and Base course: 4" thick with maximum 3/4" R502.3.3(2)] gravel or'/z" crushed stone (R504.2.1) Girder spans and header spans for exterior Moisture barrier: placed over base course bearing walls [Table R502.5(1)] (R504.2.2) 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" c 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) LUMBER FLOOR SHEATHING (R503.1) Allowable span (Table R503.1) 41�14 End joints (R503.1.1) WOOD 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)] Materials (R504.3) STEEL FLOOR FRAMING (R505) ad steel; applicability limits; in -line (R505.1) framing (R505.2) R505.2.1) on (R505.2.2) protection (R505.2.3) (R505.2.4) ;truction (R505.3) .S (ON GROUND) (R506) 31/2" minimum; Concrete strength irepared subgrade; maximum earth fill = 8"; maximum sand or gravel fill = 24" / (R506.2.1) .1// Base course: 4" graded with 2" maximum aggregate (R506.2.2) Vapor retarder (R506.2.3) Reinforcement support (R506.2.4) W WALL CONSTRUCTION (Chapter 6) GENER (R601) Design (R601.2) Component and cladding wind loads [Table R301.2(2)] �✓ r Vapor retarders (R601.3) WOOD CONSTRUCTION (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) ry 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) f �S� Drilling and notching —top plate (R602.6.1) Headers (Tables R502.5(1), R502.5(2), R602.7.2 and Figure R602.7.21 %2Si 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) w- Bracing based on wind speed [Table R602.10.1.2(1)] klf�" 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) f� 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) STEEL WALL 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). SHEATHING (R604 and R605) /� Wood structural panels (R604) Particleboard (R605) 7MASONSTRUCTION (R606 - R610) General design (R606)- SDC C and D (R606.12) Unit masonry Applicability (R611.2) (R607) Concrete wall systems (R611.3) Stay -in -place forms (R611.4) Materials, construction details (R611.5 - R611.10) EXTERIOR WINDOWS & DOORS (R612) / y General; window sills; performance; testing and labeling (R612) STRUCTURAL INSULATED PANEL WALL CONSTRUCTION (R613) Applicability (R613.2) Materials (R613.3) Wall panels, construction details (R613.4 - R613.10) -7- WALL COVERING (Chapter 7) INTERIOR WALL COVERING (R702) v 7 %4 Plaster material (R702.2) Plaster support (R702.2.3) f� Gypsum board material (R702.3.1) Gypsum board support, application and fastening (R702.3.2 - R702.3.8) Ceramic tile (R702.4) i� (A Other finishes (R702.5 and R702.6) EXTERIOR WALL COVERING (R703) Water -resistive barrier (R703.2) Wood siding (R703.3) Attachment and minimum thickness (Table R703.4) IV (4 Wood 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) O d�1 Veneer ties:.#9 U.S. gage wire or #22 U.S. gage by'/e" 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) GENE (R801) Design (R801.2 and R801.3) C/1. Component and cladding wind loads [Table R301.2(2)] ROOF FRAMING (R802) % Fire -retardant -treated wood (R802.1.3) 1 Framing details (R802.3) jN (A 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) n: s 10 Cutting and notching (R802.7) Engineered wood products (R802.7.2) pvs Lateral support and bridging (R802.8) gaming of openings (R802.9) ood trusses (R802.10) Roof tie -down (R802.11) CEILING JOISTS [Tables R802.4(1), R802.4(2)] Without attic storage, LL = 10psf With attic storage LL = 20psf Spacing Species Grade Span Size RAFTERS [Tables R802.5.1(1) - R802.5.1(8)] Ground snow load/LL = 20psf MV Controlling design (LL or snow) Ceiling not attached/ceiling attached Spacing Species Grade Span Size Hc/HR; Adjustment factor ROOF S ATHING (R803.2) ' rade Thickness ARTW allowable stresses/grading llowable spans [Table R503.2.1.1(1)] JA5,"' Installation (R803.2.3) ROOF -CEILING CONSTRUCTION (cont'd.) STEEL ROOF FRAMING (R804) Roof construction (R804.3) General (R804.1) Roof tie -down (R804.3.9) Structural framing (R804.2) ROOF VVIILATION (R806) Material (R804.2.1)y Ventilation requirements (R806.1 - R806.4) Identification (R804.2.2) ATTIC CESS (R807) Corrosion protection (R804.2.3)Access requirements (807.1) Fastening (R804.2.4) ROOF ASSEMBLIES (Chapter 9) ROOF (R902) _7 Roof covering materials (R902.1) WEATHER PROTECTION (R903) 1`v5f Flashing (R903.2) I& (A Coping (R903.3) Roof drainage (R903.4) Hail exposure (R903.5) MATERI (R904) Compatibility; specifications; physical characteristics; identification (R904.2 - R904.4) REQUIREMENTS FOR ROOF COVERINGS (R905) Asphalt shingles (R905.2) Clay and concrete the (R905.3) Metal roof shingles (R905.4) Mineral -surfaced roll roofing (R905.5) /Vr4 Slate and slate -type shingles (R905.6) �V Wood shingles (R905.7) Wood shakes (R905.8) ilt-up roofs (R905.9) Metal roof panels (R905.10) Modified bitumen roofing (R905.11) Thermoset single -ply roofing (R905.12) / 14 Thermoplastic single -ply roofing (R905.13) /��p)//` I /""4 Sprayed polyurethane foam roofing (R905.14) (It Liquid -applied coatings (R905.15) ROOF INSULATION (R906) %J (A General (R906.1) REROOFING (R907) Materials and methods (R907.1) iWStructural support (R907.2) Recover vs replace (R907.3) CHIMNEYS AND FIREPLACES (Chapter 10) MASONRY FIREPLACES (R1001) Construction (Figure R1001.1 and Table R1001.1) SDC D reinforcing/anchorage (R1001.3 and R1001.4) Firebox walls and dimensions (R1001.5 and R1001.6) Construction (Table R1001.1I R1003.2I R1003.3, and Figure R1001.1) Corbeling (R1003.5) Steel fireplace units (R1001.5.1) Lintel (noncombustible) (R1001.7) Hearth extension material (R1001.9) Hearth extension (R1001.10) Fireplace clearance (R1001.11) Fireblocking (R1001.12) MASONRY CHIMNEYS (R1003) CHIMNEYS AND FIREPLACES (cont'd.) Changes in dimension (R1003.6) Chimney clearance (R1003.18) Additional load (R1003.8) Fireblocking (R1003.19) Termination (R1003.9) Spark arrestors (R1003.9.1) Wall thickness; >_ 4" (R1003.10) Flue lining - material/installation (R1003. and R1003.12) Multiple flues (R1003.13) Flue area (appliance) (R1003.14) Flue area (masonry fireplace) (R1003.15) Inlet (R1003.16) Cleanout opening (R1003.17) crickets (R1003.20) ILT FIREPLACES (R1004) and labeled (R1004.1) Instgotion (R1004.2) CHIMNEYS (R1005) and labeled (R1005.1) Installation (R1005.3 and R1005.4) EXTERIOR AIR SUPPLY (R1006) Intake size (R1006.2, R1006.4) ENERGY EFFICIENCY* (Chapter 11) /Ico liance; material and equipment ding envelope (N1102) :1N1101.3)Mechanical systems (N1103) ate zone (Table N1101.2) `See energy conservation plan review record MECHANICAL (Chapters 12-23) 1'V5? Appliance labeling (M1302, M1303) %INSi' Appliance access (M1305, M1401) Appliance installation (M1307) Heating and cooling equipment; heating and cooling load calculations (Chapter 14) systems (Chapter 15) 2/ Duct systems (Chapter 16) �� Combustion air (Chapter 17) Application (G2401.1) General regulations (G2404) Appliance location (G2406) Air requirements (G2407) Installation (G2408) Chimney and vent location and terminations (Chapter 10 and Chapter 18) ecial fuel -burning equipment (Chapter 19) Boilers/water heaters (Chapter 20) ,eV (A Hydronic piping (Chapter 21) Special piping and storage systems (Chapter 22) Solar systems (Chapter 23) ,,4111a Penetrations of fire -resistance rated assem- blies (R302.4, R302.5) FUEL GAS (Chapter 24) Clearances (G2409) Electrical and electrical bonding (G2410, G2411) Pipe sizing (G2413) Piping materials (G2414) -10- M FUEL GAS (cont'd) Piping installation (G2415 and G2419) Piping support (G2418 and G2424) Valves, controls, connections (G2420, G2421 and G2422) &# �G2453) enting (G2426 - G2429) isc appliances (G2423, G2425, G2430 - f PLUMBING (Chapters 25-33) Water service location and depth (P2603, _ P2604) Sanitary and storm sewer location and depth (P2603, P2604) 1 d1'-JI-9 Piping support (Table P2605.1) rr s P Listed plastic materials (P2608) t��Plumbing fixtures (Chapter 27) 7Water heater size and location (Chapter 28) �./ f 4- 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) Sprinkler coverage (P2904.2.4) Piping materials (P2904.3) Flow rates (P2904.4.1, P2904.4.2) 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) IVIA Backwater valves (P3008) /1115P Fixture traps (P3201) Storm drainage (Chapter 33) l/y% Penetrations of fire -resistance rated assem- blies (R302.4, R302.5) ELECTRICAL (Chapters 34-43) Penetrations of fire -resistance rated assem- blies (E3402.2) Listed and labeled materials (E3403) Service equipment and location (E3405, Lo 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) % 1✓S1 Wiring methods (Chapter 38) Required lighting and receptacle outlets (E3901, E3903) Ground -fault and arc -fault circuit -interrupter protection (E3902) Devices and lighting fixtures (Chapter 40) Appliance installation (Chapter41) A/ i,4 Swimming pools (Chapter42) G—CA Class 2 remote -control, signaling and power -lim- ited circuits (Chapter 43) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) !i ' 9_ Provisions adopted (R102.5) � �� Compliance with Appendix E verified -11- RADON CONTROL MEASURES (Appendix F) Provisions adopted (R102.5) Compliance with Appendix F verified SWIMMING POOLS, SPAS AND HOT TUBS (Appendix G) Provisions adopted (R102.5) Compliance with Appendix G verified PATIO COVERS (Appendix H) Provisions adopted (T 02.5) Complianc with ppendix H verified P ATE SE AGE DISPOSAL (Appe ix 1) Provisions adopte / R102.5) Co pliance w h Appendix I verified Ited TING BUILDING AND SVComplia ES (Ap di J) Provisions a (R102.5) e with p dix J verified SOUND TRAN MISSI (Appendi Provisio/s/dopted (R102.5) Co liance wit Appendix K verified HOME DAY CARE—R-3 CCUPANCY + ppendi M) Provisi adopted (R102.5) ompliance , ith Appendix M verified -12-