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HomeMy WebLinkAbout1508-0155 CORRECTION LISTNo. DESCRIPTION Code Section . /lodvaL i�v1�v fir` ..sf ,�,•. v oP �ti,�ws S / Ssn tie,I\ Z o 5 ,n r 40 l i2.✓ S o ' (icsv✓ . 3 lfewv- 20 v(A /"w . Ls trio.. 4 06110 S -2- NOTE: Entries to thIt Plan Review Record that require a field check or Inspection of the installation must be coordinstid with the' Inspection phase (R109) &the piejeCt. BUILDING •P,LANNING (Chapter 3) DESIGN CRITERIA [Table R301.2(1)] Two-family dwelling separation (R302.3) Floor live load (Table R301.5) Roof live load (Table R301.6) Ground snow load Basic wind speed /ice a Wind exposure category (R301.2.1.4) High wind design criteria applicable (R301.2.1..1) 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 required ,✓/cam Flood hazards FIRE-RESISTANT CONSTRUCTION (11302) Exterior walls -(R302.1, Table R302.1) - Townhouse separation (R302.2) —4: --- Continuity and structural independence (R302.2.1, R302.2.4) Parapets and construction (R302.22, R302-2.3) ROOM PLANNING REQUIREMENTS (R303 through R305) -Sy,,e— Dwelling unit penetrations (R302.4) 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) Flame spread index (R302.9.1) Smoke -developed index (R302.9 2) Testing (R302.9.3, R302.9.4) Insulation (R302.10) 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) �P Fireblocking (R302.11) -164-50. Draftstopping (R302.12) Combustible insulation clearance (R302.13) UseIf?),Width Area Average ceilin t Minimum ceiiiit t Natural* . light Natural ventilation* Living 120 ` 7-Ir 7-01' 5`-0" 8%floor area 40/dfloorarea Dining 70 7'-V 7 -0" 5 =0u 8% floor area 4% floor area ICtchen N.A. N.A.r411 5 -0" 8% floor area 476 floor area Bedroom 70 7 -0" 7'-0" 5'-0" 8% floor area 4%floor area Bathroom N.A. N.A 71-0" 51-0" 3 square feet 11/2square feet * See Sections MUM $ R303.3 for mechanical ventilation and artificial light t V-8" min. at plumbing fixtures and for non -habitable basements: Required heating (R303.8) SANITATION (R306 and R307) Water closet Lavatory Tub or shower Kitchen area with sink Sanitary sewer (Chapter 30) Allk PnVbte"disposal (Appendix]) GLAZING (R308) Identification (R308.1) ,&[IA- _ Louvered windows or jalousies (R308.2) ti Human impact loads/hazardous locations ' (R308 3, R308.4) r f� Skylights and sloped glazing (R308.6) . j I BUILDING PLANNING (confd.) 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) EMERGENCY ESCAPE AND RESCUE OPENINGS (R310) Where required (R310.1) Areas, height, width, operations (R310.1.1- / R310.1.4) il A/ 4 Window wells (R310.2) )JIA' Bars, grilles, covers and screens (R310.4) IV Under decks and porches (R310.5) MEANS OF EGRESS (11311) 1 General (R311.1) Egress 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 - ,� r R311.7.4.3) Stairway landings and walking surfaces 1 (R311.7.5, R311.7.6) f� $t Handrails required (R311.7.7) i -4'= Handrail height, continuity, grip -size (R311.7.7.1- P311.7.7.3) f Stairway illumination (R303.6, R311.7.8) Special stairways (R311.7.9) Ramp slope, landings, handrails (R311.8) GUARDS (R312) Required for open -sided surfaces, stairs,, ramps and landings > 30" above floor/grade (R312.1) Height- 36" (R31 Z2) 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) CARBONOXIDE.ALARMS (R315) New construction (R315.1) t EXisting construction (R315.2) -1 Referenced standard (R315.3) FOAM PLASTIC (11302.8, R31.6) Labeling (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) l T Quality mark (R317.2 and R31 & 1.1) SI E ADDRESS (R319) Tiae Address numbers (R319.1) AC. SSIBILITY(R320) Type B dwelling units applicable (R320.1) ELE ATORS/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) S ORM SHELTERS (R323) General and referenced standard (R323.1) ell FOUNDATIONS (Chapter 4) MATERIALS (R402) 1 Concrete foundation walls (R404.1.2) 1'Wood foundations (R402.1) Wall height, unbalanced backfill, nominal �L Concrete, compressive strength (R402.2) thickness [Tables R404.1.2(2) - R404.1.2(8), R404.1.5.2] FOOTINGS (R403) FSoil bearing value (R401.4, R403.1) ' ' Footing width (see page 5) i 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) �pth 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 concretelmasonry =112'tli- ameter bolts, within 12" but not less than 17 bolt diameters from corner, 7" embedment (R403.1.6) Footings adjacent to slopes (R403.1.7) Frost protected shallow foundations (R403.3) Footings for precast concrete foundation (R403.4) FOUNDATION WALLS (11404 - R406) Masonry foundation walls (R404.1.1) Wall height, unbalanced backfill, nominal thickness [fables R404.1.1(1) - R404.1.1(4), R404.1.51] Reinforcement size and spacing (fables R404.1.1(2) - R404.1.1(4)] Horizontal and vertical reinforcement size and spacing [Tables R404.1.2(1) - 9404.1.2(8), R404.1.2.2, R404.1.2.3.7] Stay4n-place forms (R404.1.2.3.61) 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 R4051) 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 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-sto 12 12 12 12 2-sto 15 12 12 12 3-story 23. 17 12 12 4-inch brick veneer over li ht frame or 8-Inch hoflow concrete masonry 1-story12 12 12 12 2-story 21 16 12 12 3-sto 32. 24 16 12 8-inch solid or liv arouted masonry I -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 wylhe of solid or fully grouted 12—inch nominal concrete masonry units is permitted. I -5- i FOUNDATIONS (cont'd.) UNDER -FLOOR SPACE (R408) V t io (R408.1 and R408.2) crawl space (R408.3) c ss (R408.4) (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)] Cantilevered joists [Tables R502.3.3(1) and R502.3.3(2)] Girder spans and header spans for exterior bearing walls [fable R502.5(1)] Girder spans and header spans for interior bearing walls [Table R502.5(2)] Joists under bearing partitions (R502.4) i 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) LUMBER FLOOR SHEATHING (R503.1) Allowable span (Table R503.1) 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 f rable 602.3(1)] Re v debris (R408.5) Fi s g (R408.6) d sistance (R408.7) PARTICLEBOARD UNDERLAYMENT (R503.3) 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 3/4' gravel or crushed stone (R504.2.1) Moisture barrier: placed over base course (fW4.2.2) Materials (R504.3) STEEL FLOOR FRAMING (R505) Cold formed steel; applicability limits; in -line framing (R505.1) Structural framing (R505.2) Material (R505.2.1) Identification (R505.Z2) Corrosion protection (R505.2.3) Fastening (R505.2.4) Floor construction (R505.3) CONCRETE FLOORS (ON GROUND) (11506) Thickness: 31/2" minimum; Concrete strength (R506.1) Support: prepared subgrade; maximum earth fill = B'; maximum sand or gravel fill = 24" (R506.2.1) Base course: r graded with 2" maximum aggregate (R506.Z2) , Vapor retarder (R506.2.3) Reinforcement support (R506.2.4) -6- WALL CONSTRUCTION (Chapter 6) i GENERAL (R601) Design (R601.2) Component and cladding wind loads [fable R301.2(2)] Vapor retarders (R601.3) WOOD CONSTRUCTION (11602) Construction ('Figures R602.3(1) and R602.3(2)] Stud grade (R602.2) Exterior walls (R602.3) Stud spacing [R60231, Table R602.3(5)] Interior load -bearing walls (R602.4) Interior nonbearing walls: 2" x 3" at 24" or 2" x 4" flat at 16' o.c. (R602.5) Drilling and notching —'studs (R602.6) .Drilling and notching —lop plate (R602.6.9) Headers [Tables R502.5(1), R502.5(2), R602.7.2 and Figure R602 Z2] 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 (13602.10.2, Table R602.10.2) i Continuous sheathing (R602.10.4, R602.10.5) Bracing for SDC C and D (R602.10.1.4.1, R602.10.1.5, R602.111 Wall bracing for stone and masonry veneer (R602.12) STEEL WALL FRAMING (11603) , 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 (11604 and 11605) Wood structural panels (R604) Particleboard (R605) MASONRY CONSTRUCTION (11606 - R610) General design (R606) SDC C and D (R606.12) 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) EXTERIOR WINDOWS & DOORS (R612) General; window sills; performance; testing and labeling (R612) STRUCTURAL INSULATED PANEL WALL CONSTRUCTION (11613) Applicability (R613.2) Materials (R613.3) Wall panels, construction details JR613.4 - R613.10) -7- y WALL COVERING (Chapter 7) INTERIOR WALL COVERING (R702) Plaster material (R702.2) Plaster support (R702.2.3) Gypsum board material (R702.& 1) Gypsum board support, application and fastening (R702.3.2 - R702.3.8) Ceramic file (R702.4) 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) ROOF -CEILING GENERAL (R801) Design (R801.2 and R801.3) Component and cladding wind loads.[lab/e R301.2(2)] ROOF FRAMING (R802) Fire -retardant -treated wood (R802.1.3) Framing details (R802.3) Rafter tie (R802.3.9) 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, R802.51) Bearing (R802.6) Cutting and notching (R802.7) Engineered wood products (R802.7.2) Lateral support and bridging (R802.8) Framing of openings (R802.9) Wood trusses (R802.10) Roof tie -down (R802.11) ' CEILING JOISTS [Tables R802A(1), R802.4(2)] Without attic storage, LL =10psf With attic storage LL = 20psf Spacing 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) Veneer ties: #9 U.S, gage wire or #22 U.S. gage by 7/8' 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) (Chapter 8) Species Grade Span Size RAFTERS [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 SHEATHING (11803.2) Grade Thickness. FRTW allowable stresses/grading Allowable spans [Table R503.2.1.1(1)] Installation (R803.2.3) -8- C.:aTANEYS AND FIREPLACES (cont'd.) Changes in dimension (R1003.6) Chimney clearance (R1003.18) Additional load (R1003.8) Fireblocking (R1003.19) Termination (R1003.9) Chimney crickets (R1003.20) Spark arrestors (R1003.9.1) FACTORY -BUILT FIREPLACES (R1004) Wall thickness; >_ 4" (R1003.10) Listed and labeled (R1004.1) Flue lining - material/installation (R1003.11 Installation (R1004.2) - and R1003.12) . Multiple flues (R1003.13) ' FACTORY -BUILT CHIMNEYS (R1005) Flue area (appliance) (R1003.14) Listed and labeled (R1005.1) Flue area (masonry fireplace) (R1003.15) 1 installation (R1005.3 and R1005.4) Inlet (R1003.16) EXTERIOR AIR SUPPLY (R1006) Cleanout opening (R1003.17) ; -.Intake size (R1006.2, R1006.4) ENERGY EFFICIENCY* (Chapter 11) Compliance; material and equipment Building envelope (N1102) (N1101.2, N1101.3) Mechanical systems (N1103) Climate zone (Table N1101.2) 'See energy conservation plan review record MECHANICAL (Chapters 12-23) Appliance labeling (M1302, M1303) Chimney and vent location and terminations Appliance access (M1305, M1401) i (Chapter 10 and Chapter 18) Special fuel -burning equipment (Chapter 19) Appliance installation (M1307) Boilers/water heaters (Chapter 20) Heating and cooling equipment,, heating and cooling load calculations (Chapter 14) Hydronic piping (Chapter 21) Exhaust systems (Chapter 15) Special piping and storage systems (Chapter 22) Duct systems (Chapter 16) Solar systems (Chapter 23) Combustion air (Chapter 17) Penetrations of fire -resistance rated assem- blies (R302.4, R302.5) FUEL GAS' (Chapter 24) Application (G2401.1) Clearances (G2409) General regulations (G2404) Electrical and electrical bonding. (G2410, G2411) Appliance location (G2406) Pipe sizing (G2413) Atr requirements (G2407) Piping materials (G2414) Installation (G2408) -10- 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) (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) j . Flow rates (P2904.4. i, Piping support (Table 02605.1) j I P2904.4.2) Listed plastic materials (P2608) Water supply capacity Plumbing fixtures (Chapter 27) (P2904.5.2) Water heater size and location (Chapter 28) Pipe sizing (P2904.6) Water supply and distribution system design Drain, waste and vent pipe sizing and riser diagram (P3004, P3005, Chapter 31) and calculations (Chapter 29) Dwelling unit fire sprinkler systems (P2904) j Sumps and ejectors (P3007) NFPA 13D system (P2904.1) Backwater valves (P3008) Fixture traps (P3201) Temperature rating (P2904.2.1, P2904.2.2) Storm -drainage (Chapter33) 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 (Chapter 38) blies (E3402.2) Required lighting and receptacle outlets Listed and labeled materials (E3403) j (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) a MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) Provisions adopted (R102.5) Compliance with Appendix E verified -11- 1' a RADON CONTROL MEASURES (Appendix 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 (R102.5) 1 Compliance with Appendix H verified PRIVATE SEWAGE DISPOSAL (Appendix 1) Provisions adopted (R102.5) Compliance with Appendix I verified EXISTING BUILDINGS AND STRUCTURES (Appendix J) Provisions adopted (R102.5) Compliance with Appendix J verified SOUND TRANSMISSION (Appendix K) Provisions adopted (R102.5) Compliance with Appendix K verified HOME DAY CARE-11-3 OCCUPANCY (Appendix M) Provisions adopted (R102.5) Compliance with Appendix M verified -12-