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Home My WebLink AboutPlan Review RecordWV/IV CORRECTION LIST Code No. DESCRIPTION Section I I -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)] Floor live load (Table R301.5) psf Roof live load (Table R301.6) psf Ground snow load psf Basic wind speed mph Wind exposure category (R301.2.1.4) High wind design criteria applicable /I (R301.2.1.1) V 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 req Flood hazards Ii FIRE -REST TANT CONSTRUCTION (R302) Exterior walls (R302.1, Table R302.7) Townhouse separation (R302.2) Continuity and structural independence (R302.2.1, R302.2.4) Parapets and consltruction (R302.2.2, R302.2.3) ROOM PLANNING REQUIREMENTS (R303 through R305) Two-family dwelling separation (R302.3) Dwelling unit penetrations (R302.4) welling/garage opening/penetration protec- tion (R302.5) __k��Dwelling/garage fire separation (R302.6) _ Under -stair protection (R302.7) _all and ceiling finishes (R302.9) Flame spread index (R302.9.1) _Smoke -developed index (R302.9.2) / �esting (R302.9.3, R302.9.4) Insulation' (R302.10) P Flame spread/smoke-developed '/ (R302.10.1, R302.10.2) !� Cellulose loose -fill and exposed attic insulation (R302.10.3, R302.10.4) !� Testing (R302.10.5) blocking (R302.11) Draftstopping (R302.12) Combustible insulation clearance (R302.13) Use Area ft2 Width Average ceilin t Minimum ceilin t Natural* light Natural ventilation* Living 120 7'-0" 7'-0" 5'4" 8% floor area 4% floor area Dining 70 T-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. v Required heating (R303.8) SANITATI O (R306 and R307) Water closet Lavatory Tub or shower itchen area with sink Sanitary sewer (Chapter 30) -' Private disposal (Appendix /) GLAZING 308) JZ Identification (R308.1) L-ouvered windows or jalousies (R308.2) f/ Human impact loads/hazardous locations J (R308.3, R308.4) Skylights and sloped glazing (R308.6) -3- BUILDING PLANNING (contt'd.) GARAGES AND CARPORTS (R309) I/ 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) here 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) MEANS OF EGRESS (R311) General (R311.1) Egress door (R311.2) TT,//Landings at exterior doors (R311.3 - ` / R311.3.3) �/ Vertical egress (R311.4) Construction and attachment (R311.5) Hallways (R311.6) Stairway width, headroom, walkli i e (R311.7.1 R311.7.3) I Stairway treads, risers profiles (R311.7.4 - / R311.7.4.3) !/ Stairway landings and walking surfaces (R311.7.5, R311.7.6) ndrails required (R311.7.7) Handrail height, continuity, grip -size (R311.7.7.1- R311.7.7.3) tairway illumination (R303.6, R311.7.8) /Special stairways (R311.7.9) V Ramp slope, landings, handrails (R31.1.8) GUARDS (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) -L� Location and interconnection (R314.3) _Power source (R314.4) CARBON MONOXIDE.ALARMS (R315) New construction (R315.1) Existing construction (R315.2) Referenced standard (R315.3) FOAM PLASTIC (R302.8, R316) _6,_..,Cabeling (R316.2) 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) ACCESSIBILITY (R320) Type B dwelling units applicable (R320.1) ELEVATORS/PLATFORM LIFTS (R321) Referenced standards (R321.1 - R321.3) FLOOD -RESISTANT CONSTRUCTION (R322) General (R322.1) Hazard area and requirements (R301.2.4, 309.3, R322.2, R322.3) Design professional (R322.3.6) STORM SHELTERS (R323) General and referenced standard (R323.1) -4- FOUNDATIONS (Chapter 4) MATERIALS (R402) ' Concrete foundation walls (R404.1.2) Wood foundations (R402.1) _Concrete, compressive strength (R402.2) FOOTINGS (R403) Soil bearing value (R401.4, R403.1) Footing width (see page 5) 1 Footing edge thickness = 6" projection = 2" minimum, I thickness (R403.1.1) Footings in SDC C or D (R4 and R403.1.6.1) Depth below (outside) grade = but below frost line except fc tested footings.(R403.1.4, R R403.1.4.2) Sill plate bolting in concrete/rr ameter bolts, within 12" but bolt diameters from corner, (R403.1.6) Footings adjacent to slopes (f Frost protected shallow found Footings for precast concrete (R403.4) TION WALLS (R404 - R406) Masonry foundation walls iimum; footing S footing .2, R403.1.3 2" minimum; frost pro- 93.1.4.1 and onry = t/Z"di- t less than 7 embedment 3.1.7) ns (R403.3) ndation Wall height, unbalanced backfill,'Inominal thickness [Tables R404.1.1(1)1- R404.1.1(4), R404.1.5.11 Reinforcement size and spacing (Tables R404.1.1(2) - R404.1.11(4)] 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) - P404.1.2(8), R404.1.2.21 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) 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) �,R407.3) TABLE R403.1 ■Hamel u■ unnTu ^c f%Aw1f`0CTC ooCf`ACT nR RJ1ACnMPY9nnT1K1r:R finchacta LOAD -BEARING VALUE OF SOIL s 1,500 2,000 3,000 >_ 4,000 Conventional fighWrame 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 f41 routed masonry 1 -story 16 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- UNDER -FLOOR SPACE (R408) Ventilation (R408.1 and R408.2) Unvented crawl space (R408. ) Access (R408.4) i WOOD JOI TS AND GIRDERS (R502) (/ Species and grade (R502.1) Joists — Sleeping areas, LL = I30 psf able R502.3.1(1)] Joists — Nonsleeping areas, LL = 40 psf [Table R502.3.1(2)] Cantilevered joists [Tables 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(I )] Joists under bearing partitions (R502.4) Bearing (1.5" minimum on woold or metal;�3" on masonry or concrete) and lapped joists (3 ) (R502.6, R502.6..1) ateral restraint and bridging (R502.7, �502.7.1) Drilling and notching (R502.8) {��F stening (R502.9) y Framing of openings (R502.10) ood trusses (R502.11) i Draftstopping (R502.12) LUMBER FLOOR SHEATHING (R503.1) _4,tf!':�Allowable span (Table R503.1) A,"" End joints (R503.1.1) WOOD STRUCTURAL PANEL SHEATHING (R503.2) FOUNDATIONS (cont'd.) Removal of debris (R408.5) /Finished grade (R408.6) I/ Flood resistance (R408.7) FLOORS (Chapter 5) 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)] PARTICLEBOARD UNDERLAYMENT (R503.3) Grade (R503.3.1) Thickness (R503.3.2) Installation [Table R602.3(1)] =D-WOOD FLOORS (ON GROUND) (R504) _ Base course: 4" thick with maximum 3/4' gravel or 1/2" 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 �506.1) Support: prepared subgrade; maximum earth fill = 8"; maximum sand or gravel fill = 24" �506.2.1) Ba nurse: 4" graded with 2" maximum aggregate (R506.2.2) , V r retarder (R506.2.3) Reinforcement support (R506.2.4) 0 WALL CONSTRUCTION (Chapter 6) GENERAL (R601) Design (R601.2) I _Component and cladding wind loads [Table R3012(2)] Vapor retarders (R601.3) WOOD CO STRUCTION (R602) Construction (Figures R602.3(1) and R602.3(2)J �tud grade (R602.2) �terior walls (R602.3) Stud spacing [R602.3.1, TableIR602.3(5)] Interior load -bearing walls (R6o2.4) Interior nonbearing walls: 2 x 3 at 24 o.c. or 2" x 4" flat at 16" o.c. (R602.5) /rrilling and notching — studs (R602.6) ✓ illing and notching —top plate (R602.6.1) v Headers (Tables R502.5(1), R502.5(2), / R602.7.2 and Figure R602.71 2] ✓ F' eblocking (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, R602110.6 - 02.10.8) _ I 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, R602.40.1.5, R602.11) Wall bracing for stone and masonry veneer (R602.12) STEEL WALL FRAMING (R603) , V'_ eneral (R603.1) V 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) MASONRY CONSTRUCTION (R606 - R610) V General design (R606) C and D (R606.12) Unit masonry (R607) Multiple wythe masonry (R608) V 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 - R61 1. 10) EXTERIOR WINDOWS & DOORS (R612) .�eneral; window sills; performance; testing and labeling (R612) STRUCTURAL INSULATED PANEL WALL CONSTRUCTION (R613) Applicability (R613.2) Materials (R613.3) Wall panels, construction details JR613.4 - R613.10) -7- INTERIOR WALL COVERING (R702) Plaster material (R702.2) /Plaster support (R702.2.3) i! I/psum board material (R; Gypsum board support, apl / fastening (R702.3.2 - R7 v Ceramic tile (R702.4) Other finishes (R702.5 and EXTERIOR WALL COVERING (R703) _Watdr-resistive barrier (R70 Wood siding (R703.3) Attachment and minimum (Table R703.4) WALL COVERING (Chapter 7) Wood shakes and shingles (R703.5) _Exterior plaster (R703.6) Stone & masonry veneer (R703.7 & Figure 1) R703.7); Steel angle lintels-4' minimum bearing each end (R703.7.3) m and Veneer ties: #9 U.S. gage wire or #22 U.S. gage by 7/e"corrugated metal; 24" o.c. maximum horizontal spacing; 2.67 square feet maximum area supported (wind > 30 psf 6) 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) 5s Fiber cement siding (R703.10) Vinyl siding (R703.11) ROOF -CEILING CONSTRUCTION (Chapter 8) GENERAL (R801) Species Design (R801.2 and R801.3) Grade Component and cladding wind loads.[Table Span R301.2(2)] Size ROOF FRAMING (R802) N Fire -retardant -treated wood (R802.1.3) RAFT S [Tables R802.5.1(1) - R802.5.1(8)] _ 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 R80Z5.1, R802.5.1) Bearing (R802.6) Cutting and notching (R802.7) Engineered wood products (R802.7.2) Lateral support and bridging (R802.8) _Wood 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 With attic storage LL = 20psf Spacing 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) Ple' Grade Thickness. RTW allowable stresses/grading �411owable spans (Table R503.2.1.1(1)1 Installation (R803.2.3) M CHIMNEYS AND FIREPLACES (cont'd.) i Changes in dimension (R1003.6) Chimney clearance (R1003.18) Additional load (R1003.8) Fireblocking (R1003.19) Termination (R1003.9) Chimney crickets 3.20) Spark arrestors (R1003.9.1) FACTORY BUI EPLACES (R1004) Wall thickness; >_ 4" (R1003. �0) Listed and labeled (R1004.1) Flue lining - material/installatii n (R1003.11 Installation (R1004.2) and R1003.12) i FACTORY -BUILT CHIMNEYS (R1005) Multiple flues (R1003.13) Flue area (appliance) 03.14) Listed and labeled (R1005.1) 1 Installation (R1005.3 and R1005.4) Flue area (mas fireplace) (R1003.15) Inlet (R1 .16) EXTERIOR AIR SUPPLY (R1006) Inlet opening (R1003.17) Intake size (R1006.2, R1006.4) ENERGY EFFICIENCY* (Chapter 11) Compliance; material and equipment (N1101.2, N1101.3) Zcimate zone (Table N1101.2) I 'See energy conservation plan review record B uild'ng envelope (N1102) !/ Mechanical systems (N1103) ECHANICAL (Chapters 12-23) Appliance labeling (M130Z M1303) Appliance access (M1305, M 401) Appliance installation (1W1307) Heating and cooling equipment; heating and cooling load calculatio s (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) Chimney and vent location and terminations (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) Electrical and electrical bonding (G2410, G2411) Pipe sizing (G2413) Piping materials (G2414) -10- r FUEL GAS (cont°d) Piping installation (G2415 and G2419) Venting (G2426 - G2429) Piping support (G2418 and G2424) Misc appliances (G2423, G2425, G2430 - Valves, controls, connections! (G2420, G2421 G2453) and G2422) 1 PLUMBING (Chapters 25-33) Water service location and depth (P2603, P2604) Sanitary and storm sewer location and depth (P2603, P2604) Piping support (Table P2605.11) 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) 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) Backwater valves (P3008) Fixture traps (P3201) Temperature rating (P2904.2.1, P2904.2.2) Storm drainage (Chapter 33) Freezing protection Penetrations of fire -resistance rated assem- (P2904.2.3) blies (R302.4, R302.5) :ELECTRICAL (Chapters 34-43) Penetrations of fire -resistance rated assem- Wiring methods (Chapter38) blies (E3402.2) Required lighting and receptacle outlets Listed and labeled materials ,(E3403) (E3901, E3903) Service equipment and location (E3405, Ground -fault and arc -fault circuit -interrupter E3601, E3606) protection (E3902) Service size and load calculations (E3602) Available fault current (E3606) System grounding (E3607) Required branch circuits (E3703) Feeder requirements and load calculations (E3704) 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 ROUSING USED AS DWELLINGS (Appendix E) Provisions adopted (R102.5) Compliance with Appendix E verified -11- RADON! CONTROL MEASURES (Appendix IF) 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 - I PATIO COVERS (Appendix H) Provisions adopted (R102.5) Compliance with Appendix H verified PRIVATE SEWAGE DISPOSAL (Appendix 1) Provisions adopted (R102.5)1 Compliance with Appendix I verified I EXISTING BUILDINGS AND STRUCTURES (Appendix J) i Provisions adopted (R102.5) Compliance with Appendix J verified I SOUND TRANSMISSION (Appendix K) Provisions adopted (R102.5) Compliance with Appendix K verified HOME DAY CARE R-3 OCCUPANCY (Appendix M) Provisions adopted (R102.5) Compliance with Appendix M verified -12-