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HomeMy WebLinkAboutPLAN REVIEW RECORDCORRECTION LIST Code No. DESCRIPTION Secbon -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 (I'l of the project. BUILDING PLANNING (90apter 3) DESIGN CRITERIA [Table R301.2(1)] / wo-family dwelling separation (R302.3) Floor live load (Table R301.5) ✓ psf welling unit penetrations (R302.4) Roof live load (Table R301.6) pet Ground snow load pat Dwelling/garage opening/penetration protec- tion (R302.5) Basic wind speed mph Wind exposure category (R301.2.1.4) n / Dwelling/garage fire separation (R302.6) /V 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 rE Flood hazards / �fl Under -stair protection (R302.7) v�'Wall and ceiling finishes (R302.9) �[7 Flame spread index (R302.9.1) I/ Smoke -developed index �(R302.9.2) FIRE-RESISTANT CONSTRUCTION (R302) Exterior walls (R302.1, Table R302.1) ownhouse separation (R302.2) Continuity and structural independence (R302.2.1, R302.2.4) Parapets and construction (R302.2.2, R302.2.3) Rnr)m PI ANNINr RFOI IIRFNIENTS (R303 throuah R305) Testing (R302.9.3, R302.9.4) _Insulation (R302.10) Flame spread/smoke-developed /(R302.10.1, R302.10.2) v Cellulose loose -fill and exposed attic insulation (R302.10.3, R302.10.4) " Testing (R302.10.5) &/FF''rrreeeblocking (R302.11) raftstopping (R302.12) Combustible insulation clearance (R302.13) Use Area to Width Average ceilin t Minimum ceilin t Natural` light Natural ventilation' Living 120 7'-0" 7'-0" 5'-0" 8%floor area 4%floorarea Dining 70 r_-V T-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 1 VZ square feet See Sections R303.1 & R303.3 for mechanical ventilation and artificial light t 6'-B° min. at plumbing fixtures and for non -habitable basements. Required heating (R303.8) SANITATION (R306 and R307) !/�Nater closet /Lavatory ✓ Jor shower - / Kitcitc hen area with sink t/ Sanitary sewer (Chapter 30) Private disposal (Appendix i) GLAZING R308) Identification (R308.1) A&L Louvered windows or jalousies (R308.2) Human impact loads/hazardous locations L� (R308.3, R308.4) Skylights and sloped glazing (R308.6) -3- BUILDING PLANNING (cont'd.) GARAGES AND CARPORTS (R309) _Floor surface noncombustible; sloped floor (R309.1) Ja Carport: open two sides; noncombustible / floors; sloped floor (R309.2) l/ Automatic garage door opener (R309.4) EMERGENCY ESCAPE AND RESCUE OPENINGS (R310)/ V/ Vyhere required (R310.1) Areas, height, width, operations (R310.1.1- Window, wells /° r / I ndow wells (R310.2) Bars, grilles, covers and screens (R310.4) Under decks and porches (R310.5) MEANS OF EGRESS (R311) /General (R311.1) f/ Egress door (R311.2) Landings at exterior doors (R311.3 - R311.3.3) 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) 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) Special stairways (R311.7.9) Ramp slope, landings, handrails (R319.8) GUA7DS IR312) 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) Ylle- Townhouses (R313.1) -\K- One- and two-family dwellings'(R313.2) SMOKE A RMS (R314) Referenced standards (R314.1, R314.2) Location and interconnection (R314.3) __L.�_Powersource (R314.4) CARBON MONOXIDE ALARMS (R315) _ New construction (R315.1) F K 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) protection required (Table R301.2(1), R317.1, / R318.1) V 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) _ZdAReferenced standards (R321.1- R321.3) CONSTRUCTION (R322) General (R322.1) Hazard area and requirements (R301.2.4, R309.3, R322.2, R322.3) Design professional (R322.3.6) TERS (R323) General and referenced standard (R323.1) -4- FOUNDATIONS MATE/R�IIAALS (R402) �f f %-1 .Wood foundations (R402.1) : " Concrete, compressive strength (R402.2) FOOTINGS (R403) oil bearing value (R401.4, R403.1) �f— F oting width (see page 5) Footing edge thickness = 6" minimum; footing projection = 2" minimum, but <footing A///�J/� thickness (R403. 1. 1) N l' Footings in SDC C or D (R403.1.2, R403.1.3 and R403.1.6.1) 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 = 112" 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) Frost protected shallow foundations (R403.3) Footings for precast concrete foundation (R403.4) FOUNPPATION WALLS (R404 - R406) foundation walls (R404.1.1) Wall height, unbalanced backfill, nominal thickness (Tables R404.1.1(1) - R404.1.1(4), R404.1.5.11 Reinforcement size and spacing (Tables R404.1.1(2) - R404.1.1(4)] 4) ;oncrete foundation walls (R404.1.2) Vail height, unbalanced backfill, nominal thickness (Tables R404.1.2(2) - R404.1.2(8), R404.1.5.21 iorizontal and vertical reinforcement size and spacing (Tables R404.1.2(1) - R404.1.2(8), R404.1.2.2, R404.1.2.3.7] ;tay-in-place forms (R404.1.2.3.6.1) tDC C and D provisions (R404.1.2.4, R404.1.4) ieight above finished grade (R404.1.6) till plate size (R404.3) 'recast concrete foundation walls (R404.5) )rains required if habitable or usable spaces are below grade' (R405) >oil class (Table R405.1) )ampproofing if basements are below grade` (R406.1) Vaterproofing if high water table' (R406.2) ' If uninhabitable, see Under -Floor Space (R408) CO S (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 mnnTu nc CONCRETE oRECART nR MASONRY FOOTINGS finchesla LOAD -BEARING VALUE OF SOIL s 1,500 2,000 3,000 >_4000 Conventional light —frame construction 1-story12 12 12 12 2-story15 12 12 12 3-story 23 17 12 12 4-inch brick veneer over II ht forme or 84nch hollow concrete masonry 1 -story 12 12 12 12 2-story21 16 12 12 3-story 32 24 16 12 8-Inch solid or fuliv crouted masonry 1-sto 16 12 12 12 2-sto 29 21 14 12 3-story 42 32 21 16 For 81: 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.) UNLOOR SPACE (R408) Ventilation (R408.1 andR408.2) Unvented crawl space (R408.3) Access (R408.4) FLOORS (Chapter 5) WOOQ JOISTS AND GIRDERS (R502) _ /rII�I} Species and grade (R502.1) Joists — Sleeping areas, LL= 30 psf [Table R502.3.1(1)] Joists—Nonsleeping areas, ILL. = 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 (fable 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 (R502.11) Draftstopping (R502.12) 11FLOOR SHEATHING (R503.1) Allowable span (Table R503.1) — End joints (R503.1.1) STRUCTURAL PANEL SHEATHING (R503.2) Grade (R503.2.1) Thickness (R503.2.1) / Allowable spans (fables R503.2.1.1(1) and I� R503.2.1.1(2)] Installation [Table 602.3(f)] Removal of debris (R408.5) Finished grade (R408.6) Flood resistance (R408.7) X qGrade BOARD UNDERLAYMENT (R503.3) (R503.3.1) Thickness (R503.3.2) Installation [fable R602.3(1)] =D-WOOD FLOORS (ON GROUND) (R504) _ Base course: 4" thick with maximum 1/4' gravel or'/," 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) CONCR E FLOORS (ON GROUND) (R506) Thickness: 31/2" minimum; Concrete strength (R506.1) r / Support: prepared subgrade; maximum earth II = 8"; maximum sand or gravel fill = 24" V /506.2.1) Base course: 4" graded with 2" maximum Zggregate (R506.2.2)etarder (R506.2.3) cement support (R506.2.4) 0 WALL CONSTRUCTION (Chapter 6) GENERAL(R601) ,L Design (R601.2) Component and cladding wind loads [Table R301.2(2)] V/ Vapor retarders (R601.3) WOOD C9fd5TRUCTION (R602) Construction (Figures R602.3(1) and R602.3(2)] Stud grade (R602.2) p Exteriorwalls (R602.3) Stud spacing [R602.3. i, Table R602.3(5)] Interior load -bearing walls (R602.4) IInterior nonbearing walls: 2" x 3" at 24" o.c. or 2" x 4" flat at 16" o.c. (R602.5) ��rilling and notching — studs (R602.6) rilling 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 Fable 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 (R602.10.1.4.11 R602.10.1.5, R602.11) Wall bracing for stone and masonry veneer (R602.12) 7STE) , ALL FRAMING (R603) N 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) Iv i Wood structural panels (R604) Particleboard (R605) MASONRY ONSTRUCTION (R606 - R610) ////n���� General design (R606) N1 1 SDCC and D (R606.12) V. nit masonry (R607) i/JV1Gltiple wythe masonry (R608) V Grouted masonry (R609) — l� Glass unit masonry (R610) EXTERIOR CONCRETE WALL CONrS,TRUCTION (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) V General; window sills; performance; testing and labeling (P612) STRUCTURAL INSULATED PANEL WALL CON $ UCTION (R613) NN ff rr Applicability (R613.2) Materials (R613.3) Wall panels, construction details fR613.4 - R613.10) 5'! WALL COVERING (Chapter 7) INTERIOR 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) C mic tile (R702.4) Other finishes (R702.5 andR702.6) EXTERIOR WALL COVERING (R703) 1/ Water -resistive barrier (R703.2) Wood siding (R703.3) _ Attachment and minimum thickness (Table R703.4) 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) Veneer ties: #9 U.S. gage wire or #22 U.S. gage by 7/," 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�R801) Design (R801.2 and R801.3) Component and cladding wind loads.(Tab/e R301.2(2)) ROOF F MING (R802) /p ire -retardant -treated wood (RB02.1.3) 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) .r/Lateral support and bridging (R802.8) W raming of openings (R802.9) Wood trusses (R602.10) K_ Roof tie -down (R802.11) CNG JOISTS [fables R802.4(1), R802.4(2)] �l�A°// rLIL 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 He/HR; Adjustment factor ROOF SHEATHING (R803.2) V/ rade e ss. rFhRZ .allowable stresses/grading Ilowable spans (Table R503.2.1.1(1)) Installation (R803.2.3) CHIMNEYS 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 (RI 003.9.1) FACTORY -BUILT FIREPLACES (R1004) 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) Inlet (R1003.16) Cleanout opening (R1003.17) Listed and labeled (R1004.1) Installation (R1004.2) FACTORY -BUILT CHIMNEYS (R1005) Listed and labeled (R1005.1) Installation (R1005.3 and R1005.4) EXTERIOR AIR SUPPLY (R1006) 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 (M130Z M1303) //_ Chimney and vent location and terminations Appliance access (M1305, M1401) 111,,,���/// (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 (Chapter22) 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 (Ch pter 24) Application (G2401.1) Clearances (G2409) (((� General regulations (G2404) ( Electrical and electrical bonding (G2410, G2411) Appliance location (G2406) Pipe sizing (G2413) Air requirements (G2407) Piping materials (G2414) Installation (G2408) -10- FUEL GAS (confd) 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 (132904.4.1, Piping support (Table 02605.1) 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 (Chapter29) 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, Chapter31) 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 (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) Devices and lighting fixtures (Chapter 40) Available fault current (E3606) Appliance installation (Chapter 411 System grounding (E3607) Required branch circuits (E3703) Feeder requirements and load calculations (E3704) Swimming pools (Chapter42) Class 2 remote -control, signaling and power-fim- fled circuits (Chapter 43) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) Provisions adopted (R102.5) A Compliance with Appendix E verified -11- RADON CONTROL MEASURES (Appendix F) V 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) Aff Compliance with Appendix H verified PRIVATE SEWAPTE DISPOSAL (Appendix 1) Provisions adopted (R102.5) / " Compliance with Appendix I verified EXISTING BUILDINnG/S71) STRUCTURES (Appendix J) Provisions adopted (R102.5) Compliance with Appendix J verified SOUND `TRANSMISSION (Appendix K) Provisions adopted (R102.5) 0/ Compliance with Appendix K verified HOME DAY CARE— -3 OCCUPANCY (Appendix M) Provisions adopted (R102.5) Compliance with Appendix M verified -12-