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HomeMy WebLinkAboutCorrection ListCORRECTION LIST Code No. DESCRIPTION _FSection -2- NOTE: Entries to thls Plan Review Record that require a field check or Inspection of the Installation must be coordinated with the Inspection phase (R109) of the project. BUILDINGPLANNING (Capter 3) DESIGN CRITERIA [fable R301.2(1)] =Dwelling Two-family dwelling separation (R302.3) Floor live load (Table R301.5) t. psf unit penetrations (R302.4) Roof live load (Table R301.6) Ground snow load die Basic wind speed Wind exposure category (R301.2.1.4) High wind design criteria applicable (R301.2.1.1) Seismic design category (SDC) 1� [Figure R301.2(2)] �I SDC C&D provisions (R301.2.2) Weathering Frost line depth Al Ift Termite area Decay area VkA Winter design temperature Ice barrier underlayment required Flood hazards FIRE-RESISTANT 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) psf psf mph ROOM PLANNING REQUIREMENTS (R303 through R305) Dwelling/garage opening/penetration protec- tion (R302.5) Dwelling/garage fire separation (R302.6) Under -stair protection (R302.7) (✓ Wall and ceiling finishes (R302.9) 1--'- Flame spread index (R302.9.1) Smoke -developed index �302.9.2) Testing (R302.9.3, R302.9.4) y Insulation (R302.10) <� Flame spread/smoke-developed (R302.10.1, R302.10.2) Cellulose loose -fill and exposed attic insulation (R302.10.3, G �3)2. i 0.4) /Testing (R302.10.5) �Fireblocking (R302.11) DU ftstopping (R302.12) Combustible insulation clearance (R302.13) Use Area ft2 Width Average ceilin t Minimum ceilin t Natural* li ht 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" 5'-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) SANITATION (R306 and R307) Water closet Lavatory Tub or shower itchen area with sink Sanitary sewer (Chapter 30) Private disposal (Appendix 1) GLAZINGG((R308) f/ Identification (R308.1) /V//�__ Louvered windows or jalousies (R308.2) 1-/ Human impact loads/hazardous locations (R308.3, R308.4) Skylights and sloped glazing (R308.6) -3- BUILDING PLANNING (cont'd.) GARAGES -AND CARPORTS (R309) t/Floor surface noncombustible; sloped floor (R309.1) Carport: open two sides; noncombustible floors; sloped floor (R309.2) Automatic garage door opener (R309.4) EMERGENCY ESCAPE AND RESCUE OPENINGS (R310) V 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) 73E R311) 11.1) (R311.2) Landings at exterior doors (R311.3 - tHa R311.3.3) rtical egress (R311.4) nstruction and attachment (R311.5) llways (R311.6) Stairway width, headroom, walkline (R311.7.1 / - R311.7.3) V S airway treads, risers profiles (R311.7.4 - R311.7.4.3) Stairway landings and walking surfaces / (R311.7.5, R311.7.6) i/ andrails required (R311.7.7) andrail height, continuity, grip -size (R31.1 7.7.1 - R311.7.7.3) jVtairway illumination (R303.6, R311.7.8) pecial stairways (R311.7.9) Ramp slope, landings, handrails (R311.8) GUARDS 312) Required for open -sided surfaces, stairs,' ramps and landings > 30" above floor/grade (R312.1) Y Height - 36" (R312.2) Opening limitations (R312.3) AUTOMATIC FIRE SPRINKLER SYSTEMS (R313) Townhouses (R313.1) One- and two-family dwellings '(R313.2) SMOKE RMS (R314) eferenced standards (R314.1, R314.2) T ation and interconnection (R314.3) Power source (R314.4) CARBON ONOXIDE.ALARMS (R315) New construction (R315.1) Existing construction (R315.2) Referenced standard (R315.3) FOAM PLASTIC (R302.8, R316) L-�L beling (R316.2) 1, Surface burning, thermal barrier, specific approval (R316.3 - R316.7) DECAY AND TERMITE PROTECTION (R317 and R318) Protection required (Table R301.2(1), R317.1, R318.1) Quality mark (R317.2 and R318.1.1) SITE ADDRESS (R319) Address numbers (R319.1) ACCESSI ILITY (R320) 7ZType B dwelling units applicable (R320.1) ELE-�-�-� S/PLATFORM LIFTS (R321) 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) STO SHELTERS (R323) General and referenced standard (R323.1) -4- FOUNDATIONS (Chapter 4) MATERIIA.LS (R402) Concrete foundation walls (R404.1.2) 4( ,_ Wood foundations (R402.1) Wall height, unbalanced backfill, nominal thickness [Tables R404.1.2(2) - _L.�_Concrete, compressive strength (R402.2) R404.1.2(8), R404.1.5.2] FOOTINGS R403) bearing value (R401.4, R403.1) Fo,oting width (see page 5) Footing edge thickness = 6" minimum; footing projection = 2" minimum, but <_ footing thickness (R403.1.1) 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 ='/2" di- ameter bolts, within 12" but not less than 7 bolt diameters from corner, 7" embedment (R403.1.6) �otings adjacent to slopes (R403.1.7) NIIA-Frost protected shallow foundations (R403.3) 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), R404.1.5.11 ✓ Reinforcement size and spacing [Tables R404.1.1(2) - R404.1.1(4)] 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) 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) COLUM (R407) Protection from decay or corrosion (R407.1 and R407..2) Structural requirements (R407.3) Anchorage (R407.3) I,y/ ood 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 (inches? LOAD -BEARING VALUE OF SOIL s 1,500 2,000 3,000 > 4,000 Conventional li ht—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 -story 16 12 12 12 2-story 29 21 14 12 3-storV 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- UND R-FLOOR SPACE (R408) Ventilation (R408.1 and R408.2) �Unvented crawl space (R408.3) Access (R408.4) WOOD JOISSTS AND GIRDERS (R502) /�pecies 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)] "�'tCantilevered joists [Tables R502.3.3(1) and R502.3.3(2)] __RGirder 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") A (R502.6, R502.6,1) Lateral restraint and bridging (R502.7, R502.7.1) Drilling and notching (R502.8) Fastening (R502.9) L�//Framing of openings (R502.10) 7/ dtrusses (R502.11) �Drao ftstopping (R502.12) LUMBER LOOR SHEATHING (R503.1) Ilowable span (Table R503.1) y End joints (R503.1.1) FOUNDATIONS (cont'd.) Removal of debris (R408.5) I/Finished grade (R408.6) Flood resistance (R408.7) FLOORS (Chapter 5) WOOD STRUCTURAL PANEL SHEATHING (R503.2) Grade (R503.2.1) ,Thickness (R503.2.1) IloVi able spans [Tables R503.2.1.1(1) and R503.2.1.1(2)] Installation [Table 602.3(1)] PARTICLEBOARD UNDERLAYMENT (R503.3) /V! /2 Grade (R503.3.1) Thickness (R503.3.2) Installation [Table R602.3(1)] TREATED -WOOD FLOORS (ON GROUND) (R504) Base course: 4" thick with maximum 114„ gravel or'/2" crushed stone (R504.2.1) Moisture barrier: placed over base course (R504.2.2) Materials (R504.3) 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) y Support: prepared subgrade; maximum earth fill = 8"; maximum sand or gravel fill = 24" �R506.2.1) Base course: 4" graded with 2" maximum �ggregate (R506.2.2) , or retarder (R506.2.3) Reinforcement support (R506.2.4) 51 WALL CONSTRUCTION (Chapter 6) GENERAL (R601) esign (R601.2) Component and cladding wind loads / [Table R301.2(2)] (,// 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)] �Iterior load -bearing walls (R602.4) terior nonIbearing 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) ::�YHealders �llng and notching — top plate (R602.6.1), [Tables R502.5(1), R502.5(2), R602.7.2 and Figure R602.7.2] L 1/Fireblocking (R602.8, R302.11) A "' 4 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)] acing 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) STEEL WALL FRAMING (R603) General (R603.1) A/PrStructural 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) SHEATHI G (R604 and R605) ,Wood structural panels (R604) Particleboard (R605) MASONR . CONSTRUCTION (R606 - R610) General design (R606) SDC C and D (R606.12) t/ Unit masonry (R607) Multiple 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) EXTERIO INDOWS & 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 JR613.4 - R613.10) -7- WALL COVERING (Chapter 7) INTE IOR WALL COVERING (R702) Plaster material (R702.2) -Plaster support (R702.2.3) �ypsum board material (R702.3.1) Gypsum board support, application and / fastening (R702.3.2 - R702.3.8) Ceramic tile (R702.4) f/ Other finishes (R702.5 and R702.6) EXTE131OR WALL COVERING (R703) Water -resistive barrier (R703.2) Wood siding (R703.3) Attachment and minimum thickness (Table R703.4) l G& ood 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) GENERAL 801) 9 - esign (R801.2 and R801.3) omponent and cladding wind loads.[Tab/e R301.2(2)] ROAMING (R802) Fire -retardant -treated wood (R802.1.3) Framing details (R802.3) 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) F ateral support and bridging (R802.8) raming of openings (R802.9) Wood trusses (R802.10) Roof tie -down (R802.11) CEILING JOISTS [Tables R802.4(1), R802.4(2)] Without attic storage, LL = 10psf 1 With attic storage LL = 20psf �y Spacing Species Grade Span Size RAFTERS [Tables R802.5.1(1) - R802.5.1(8)] A/i 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 SHEATHING (R803.2) Tr-adeickhickness. -FRTW allowable stresses/grading ✓ Allowable spans [Table R503.2.1.1(1)] L Installation R803.2.3 M CHIMNEYS AN FIREPLACES (cont'd.) (R1003.6) Chimney clearance (R1003 8) Fireblocking (R1 .19) Chim crickets (R1003.20) 9.1) FACT -BUILT FIREPLACES (R1004) 003.10) Listed and labeled (R1004.1) tallation (R1003 Installation (R1004.2) 3) FACTORY -BUILT CHIMNEYS (R1005) Flue area (applianc 1003.14) Listed and labeled (R1005.1) E Eopening:(R:1003.17) flace) (R1003.15)Installation (R1005.3 and R1005.4) Changes in dimension Additional load (R1003. Termination (R1003.9) Wall thickness; >_ 4" (R1 and R1003.12) Multiple flues (R1003.1 EXTERIOR AIR SUPPLY (R1006) Intake size (R1006.2, R1006.4) ENERGY EFFICIENCY* (Chapter 11) V Compliance; material and equipment uilding envelope (N1102) (N1101.2, N1101.3) Mechanical systems (N1103) Climate zone (Table N1101.2) ' 'See energy cgnservation plan review record MECHANICAL (Chapt 2-23) Appliance labeling (M1302, M1303) Chimney and vent location and terminations Appliance access (M1305, 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) Gen e�ulati6ns (G2404) Appliance location (G2406) Air requireme nstallation (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) v Clearances G2409 Electrical and electrical bonding (G2410, G2411) i e sizing (G2413) Piping mater 2414) -10- FUEL 71,kS(cont'd) ' � Piping installation (G2415 and G2419) Piping support (G2418 and G2424) connections (G2420, G2421 and G2422) -isc appliances (G2423, G2425, G2430 - G2453) PLUMBING (Chapters 25- 3) Water service location and depth (P2603, Sprinkler coverage P2604) (P2904.2.4) Sanitary and storm sewer location and depth (P2603, P2604) Piping support (Table P2605.1) 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) Piping materials (P2904.3) Flow rates (172904.4.1, 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) Backwater valves (P3008) Fixture traps (P3201) Storm drainage (Chapter 33) Penetrations of fire -resistance rated assem- blies (R302.4, R302.5) ELECTRICAL (Chapte 4-43) Penetrations of fire -resistance rated assem- Wiring methods (Chapter 38) blies (E3402.2) Required lighting and receptacle outlets Listed and labeled materials (E3403) 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) (E3901, E3903) Ground -fault and arc -fault circuit -interrupter protection (E3902) Devices and lighting fixtures (Chapter 40) Appliance installation (Chapter 41) Swimming pools (Chapter42) Class 2 remote -control, signaling and power -lim- ited circuits (Chapter 43) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) Provisions adopted (R102.5) Compliance with Appendix E verified -11- t RADON CONTROL MEASURES (Appendix F) Provisions adopted (R102.5) Compliance with Appendix F verified SWIMMING POOLS, SPAS AND HOT TUBS (Appendix G) rovisions adopted (R102.5) Compliance with Appendix G verified PATIO COVERS (Appendix H) ons adopted (R102.5) Compliance with Appendix H verified PRIVATE SEWAGE DISPOSAL (Appendix 1) Pr o�ed(Rl�02.5) Compliance with Appendix I verified EXISTING BUILDINGS AND STRUCTURES (Appendix J) Pro ' a opted (R102.5) Compliance with Appendix J verified SOUND A1ions adopted (R102.5) Compliance with Appendix K verified HOME DAY CARE—R-3 OCCUPANCY (Appendix M ions adopted (R102.5) �ceanwith Appendix M verified —Rram -12-