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HomeMy WebLinkAboutPlan Review RecordCJ) 18, Ural I U CORRECTION LIST DESCRIPTION i _ Mw ' Y1 I // I ) � �sLL/ �� i 9 s m -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. DESIGN CRITERIA [Table R301.2(1)] Floor live load (Table R301.5) Roof live load (Table R301.6) psi Ground snow load psi Basic wind speed mph Wind exposure category (R301.2.1.4) High wind design criteria applicable (R301.2.1.1) I/ Seismic design category (SDC) [Figure R301.2(2)] _ A— 1-YA SDC C&D provisions (R301.2.2) Weathering Frost line depth A f Termite area Decay area Winter design temperature Ice barrier underlayment required Flood hazards FIRE-RESISTANT CONSTRUCTION (R302) V�Exterior walls (R302.1, Table R302.1) /dwnhouse separation (R302.2) 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) BUILDING PLANNING (Chapter 3) Two-family dwelling separation (R3 psf Dwelling unit penetrations (R302.4) 02.3) 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) moke-developed index (R302.9.2) Testing (R302.9.3, R302.9.4) _ Insulation (R302.10) jTeFlame spread/smoke-developed (R302.10.1, R302.10.2) ellulose loose -fill and exposed attic insulation (R302.10.3, R302.10.4) Testing (R302.10.5) �/ Fireblocking (R302.11) l/ Draftstopping (R302.12) _Combustible insulation clearance (R302.13) Use Area a Width Average ceilin t Minimum ceilin t Natural* light Natural ventilation* Living 120 T-0" 7'-0" 5'=0" 8% floor area 4% floor area Dining 70 7'-0" 7'-0" 51-0" 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 T-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) SANITATIgN (R306 and R307) ater closet vatory _Z'fub or shower Itchen area with sink Sanitary sewer (Chapter 30) Private disposal (Appendix 1) GLAZING R308) Identification (R308.1) Louvered windows or jalousies (R308.2) Human impact loads/hazardous locations (R308.3, R308.4) Okskylights and sloped glazing (R308.6) -3- BUILDING PLANNING, (cont'd.) GARAGESND CARPORTS (R309) Floor -Surface noncombustible; sloped floor (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) Where required (R310.1) Areas, height, width, operations (R310.1.1- / R310.1.4) IV 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) 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 Z R311.7.3) irway 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) X_ Stairway illumination (R303.6, R311.7.8) __ Special stairways (R311.7.9) 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) - OW -Townhouses (R313.1) One- and two-family dwellings '(R313.2) . SMOKE ALARMS (R314) . Referenced standards (R314.1, R314.2) _,S-,.Location and interconnection (R314.3) Power source (R314.4) CARBON MONOXIDE -ALARMS (R315) V"" New construction (R315.1) /Existing construction (R315.2) 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) Y Protection required (Table R301.2(1), R317.1, /R318.1) Quality mark (R317.2 and R318.1.1) SITE ADDRESS (R319) l/ 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, R309.3, R322.2, R322.3) Design professional (R322.3.6) STO SHELTERS (R323) General and referenced standard (R323.1) -4- FOUNDATIONS (Chapte 4) MATTRIALS (R402) lAV(Wood foundations (R402.1) b Concrete, compressive strength (R402.2) FOOTING (R403) Toil bearing value (R401.4, R403.1) Footing width (see page 5) fs/ Footing edge thickness = 6" minimum; footing projection = 2" minimum, but <_ footing %�/�thickness (R403.1.1) /v ' 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) eootings adjacent to slopes (R403.1.7) Frost protected shallow foundations (R403.3) Footings for precast concrete foundation (R403.4) FOU7,Masonry ION 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)] /Concrete foundation walls (R404.1.2) f/ Wall height, unbalanced backfill, nominal thickness [Tables R404.1.2(2) - R404.1.2(8), R404.1.5.21 v Horizontal and vertical reinforcement size and spacing (Tables R404.1.2(1) - R404.1.2(8), (a R404.1.2.2, R404.1.2.3.7] lV Stay -in -place forms (R404.1.2.3.6.1) ,11Y/ SDC C and D provisions (R404.1.2.4, / R404.1.4) Height above finished grade (R404.1.6) I 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) rotection 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 MIMMI Inn MOTH OF C-nNCRFTF_ PRECAST OR MASONRY FOOTINGS (Inches? LOAD -BEARING VALUE OF SOIL s 1,500 2,000 31000 >_ 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 f liv orouted 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 wythe of solid or fully grouted 12—inch nominal concrete masonry units is permitted. -5- FOUNDATIONS (cont'd.) UNDER -FLOOR SPACE (R408) Ventilation (R408.1 and R408.2) Unvented crawl space (R408.3) Access (R408.4) Removal of debris (R408.5) Finished grade (R408.6) _ Flood resistance (R408.7) FLOORS (Chapter 5) ISTS 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 [fable 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(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. If) Draftstopping (R502.12) LUMBER FLOOR SHEATHING (R503.1) Allowable span (Table R503.1) End joints (R503.1.1) PANEL SHEATHING (R503.2) Grade (R503.2.1) Thickness (R503.2.1) Allowable spans (fables 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)] TREATED -WOOD 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) STEEL FLOOR FRAMING (R505) Cold -formed steel; applicability limits; in -line framing (R505.1) Vz"Structural framing (R505.2) _Material (R505.2.1) _Identification (R505.2.2) Corrosion protection (R505.2.3) stening (R505.2.4) Flo aorr construction (R505.3) CONCRETE FLOORS (ON GROUND) (R506) _4 Thickness: 31/z" minimum; Concrete strength (R506.1) 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) apor retarder (R506.2.3) Reinforcement support (R506.2.4) Fm*ugl- Z 151 WALL CONSTRUCTION (Chapter 6) GENERAL (R601) LZ esign (R601.2) !/ Component and cladding wind loads [Table R301.2(2)] Vapor retarders (R601.3) WO 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) 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) 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) SHE THING (R604 and R605) Wood structural panels (R604) Particleboard (R605) MASON CONSTRUCTION (R606 - R610) MASON design (R606) - DC C and D (R606.12) nit masonry (R607) ultiple wythe masonry (R608) JZ Grouted masonry (R609) Glass unit masonry (R610) EXTERIOR CONCRETE WALL CO T UCTION (R611) i 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) 7�:General; window sills; performance; testing and labeling (R612) STRUCTURAL INSULATED PANEL WALL CO TRUCTION (R613) Applicability (R613.2) Materials (R613.3) Wall panels, construction details JR613.4 - R613.10) -7- WALL COVERING (Chapter 7) INTERIOR WALL COVERING (R702) _11, T Plaster material (R702.2) 3faster support (R702.2.3) V/ ypsum 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) EXTERIQR WALL COVERING (R703) Water -resistive barrier (R703.2) Wood siding (R703.3) Attachment and minimum thickness (Table R:703.4) 4/,"-VVood 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'/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) I ERAL 01) esign (R801.2 and R801.3) Component and cladding wind loads,[Tab/e R301.2(2)] ROOF FRAMING (R802) %ramin ire-retardant-treated wood (R802.1.3) gdetails (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) Lateral support and bridging (R802.8) _ Framing of openings (R802.9) W od trusses (R802.10) Roof tie -down (R802.11) CEILING.- EILI G 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 Controlling design (LL or snow) Ceiling not attached/ceiling attached Spacing Species Grade Span Size Hc/HR; Adjustment factor ROOF SH ATHING (R803.2) rade ickness. allowable stresses/ radin 9 9 Ilowable spans [Table R503.2.1.1(1)] Installation (R803.2.3) CHIMNEYS AND FIREPLACES (cont'd.) A /M 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) Wall thickness; >_ 4" (R1003.10) Flue lining - material/installation (R1003.11 and R1003.12) Multiple flues (R1003.13) Flue area (appliance) (R1003.14) Flue area (masonry fireplace) (R1003.15) FACTORY -BUILT 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) 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 (N1101.2, N1101.3) Climate zone (Table N1101.2) 'See energy conservation plan review record Building envelope (N1102) Mechanical systems (N1103) MECHANICAL (Chapters 12-23) Appliance labeling (M130Z M1303) Chimney and vent location and terminations Appliance access (M1305, M1401) (Chapter 10 and Chapter 18) Appliance installation (M1307) Special fuel -burning equipment (Chapter 19) Boilers/water heaters (Chapter 20) _ 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) 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- 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) ELECTRICAV(Chapters 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 (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) 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) Compliance with Appendix H verified Provisions adopted (R102.5)A//fi P PP PRIVATE SEWAGE DISPOSAL (Appendix 1) Provisions adopted (R102.5) [ 1/ Compliance with Appendix I verified EXISTING BUILDINGS AND STRUCTURES (Appendix J) Compliance with Provisions adopted (R102.5) P Appendix J verified SOUND TRANSMISSION (Appendix K) Provisions adopted R102.5 Compliance with Appendix K verified HOME DAY CARE—R- OCCUP CY (Appendix M) Provisions adopted (R102.5) /,/ Compliance with Appendix M verified -12-