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HomeMy WebLinkAboutPLAN REVIEW RECORD4.� Ub/1 U :.r CORRECTION LIST Code No. DESCRIPTION Section -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)] Two-family dwelling separation (R302.3) Floor live load (Table R301.5) 5' psf ✓ Dwellin unit nnetrntions (R302 4) Roof live load (Table R301.6) psf Ground snow load WA psf Basic wind speed mph Wind exposure category (R301.2.1.4) High wind design criteria applic?99, (R301.2.1.1) Seismic design category (SDC) [Figure R301.2(2)] tj SDC C&D provisions (R301.2.2) Weathering Frost line depth Termite area Decay area 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) ROOM PLANNING REQUIREMENTS (R303 through R305) ✓ Dwelling/garage opening/penetration protec- tion (R302.5) Dwelling/garage fire separation (R302.6) 1✓ Under -stair protection (R302.7) t/ 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) Fireblocking (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'-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" 51-0" 8% floor area 4% floor area Bedroom 70 T-0" 7'4" 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 Kitchen area with sink I_ Sanitary sewer (Chapter 30) --'-F� Private disposal (Appendix I) GLAZING (R308) Identification (R308.1) Louvered windows or jalousies (R308.2) /✓%Human impact loads/hazardous locations (R308.3, R308.4) _�WSkylights and sloped glazing (R308.6) -3- 0 BUILDING PLANNING (cont'd.) GARAGES AND CARPORTS (R309) Floor surface noncombustible; sloped floor (R309.1) /Q 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) 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 (R319.7.1 ` - 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) N Handrails required (R311.7.7) NHandrail height, continuity, grip -size I (R311.7.7.1 - R311.7.7.3) ,� tV �'J Stairway illumination (R303.6, R311.7.8) Special stairways (R311.7.9) A 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" (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) ✓Location and interconnection (R314.3) ✓/ Power source (R314.4) CARBOfjI MONOXIDE ALARMS (R315) New construction (R315.1) Existing construction (R315.2) •� Referenced standard (R315.3) FOA 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) � Quality mark (R317.2 and R318.1.1) SITE RESS (R319) Address numbers (R319.1) ACC SIBILITY (R320) Ifj Type B dwelling units applicable (R320.1) ELEVATORS/PLATFORM LIFTS (R321) Referenced standards (R321.1 - R321.3) FLOOD -RESISTANT CONSTRUCTION (R322) General (R322.1) 4WHazard area and requirements (R301.2.4, __4309.3, R322.2, R322.3) Design professional (R322.3.6) STO HELTERS (R323) N. (f General and referenced standard (R323.1) -4- FOUNDATIONS (Ch pter 4) MATERIALS (R402) Wood foundations (R402.1) Concrete, compressive strength (R402.2) FOOT_ GS (R403) Soil bearing value (R401.4, R403.1) �ooting width (see page 5) Footing edge thickness = 6" minimum; footing projection = 2" minimum, but 5 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- ected 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 olt diameters from corner, 7" embedment (R403.1.6) 71 ootings adjacent to slopes (R403.1.7) 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 11-4 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) 4�f Wall height, unbalanced backfill, nominal Thickness (Tables R404.1.2(2) - R404.1.2(8), R404.1.5.2] JMeHorizontal 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 UAL -� are below grade* (R405) lV Soil class (Table R405.1) Dampproofing if basements are below grade* (R406.1) -'V Waterproofing if high water table* (R406.2) * If uninhabitable, see Under -Floor Space (R408) COLUMN (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) Al Steel columns minimum 3" diameter, Sched- ule, 40 pipe) 007.3) TABLE R403.1 Iulklim FA WIDTH nl` MNCRETF_ PRECAST OR MASONRY FOOTINGS finches? LOAD -BEARING VALUE OF SOIL s 1,500 2,000 3,000 >t 4,000 Conventional II 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 II ht 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 arouted 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- 0 UNDER -FLOOR SPACE (R408) Ventilation (R408.1 and R408.2) Unvented crawl space (R408.3) IV lk Access (R408.4) WOOD JOISTS AND GIRDERS (R502) Species and grade (R502.1) FOUNDATIONS (cont'd.) Removal of debris (R408.5) Finished grade (R408.6) Flood resistance (R408.7) —*A- FLOORS (Chapter 5) .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 [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) trusses (R502.11) Draftstopping (R502.12) LUM ER FLOOR SHEATHING (R503.1) Allowable span (Table R503.1) End joints (R503.1.1) WOOP STRUCTURAL PANEL SHEATHING (R503.2) All A Grade (R503.2.1) Ah Thickness (R503.2.1) Allowable spans [Tables R503.2.1.1(1) and R503.2.1.1(2)j Installation [Table 602.3(1)] PAR CLEBOARD UNDERLAYMENT (R503.3) Grade (R503.3.1) Thickness (R503.3.2) Installation [Table R602.3(1)] THE ED-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 r (R504.2.2) Materials (R504.3) STEE 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) CONCRRE FLOORS (ON GROUND) (R506) Thickness: 31/2" minimum; Concrete strength (R506.1) Support: prepared subgrade; maximum earth fill = 8"; maximum sand or gravel fill = 24" R506.2.1) se course: 4" graded with 2" maximum aggregate, (R506.2.2) apor retarder (R506.2.3) � Reinforcement support (R506.2.4) -6- WALL CONSTRUCTION (Chapter 6) GENERA (R601) esign (R601.2) Component and cladding wind loads [Table R301.2(2)] Vapor retarders (R601.3) WOODrCONSTRUCTION (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 R602.7.21 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) STE L WALL FRAMING (R603) General (R603.1) Structural framing (R603.2) 0p, Material (R603.2.1) Identification (R603.2.2) Corrosion protection (R603.2.3) _ Fastening (R603.2.4) Wall construction (R603.3 - R603.5) _AXTF/CI Headers (R603.6) Studs, tracks and structural sheathing (R603.7 - R603.9) SHEQ HING (R604 and R605) NWood structural panels (R604) �,t- Particleboard (R605) MASONRY ONSTRUCTION (R606 - R610) General design (R606) t.14 C C and D (R606.12) Unit masonry (R607) Multiple wythe masonry (R608) ✓ Grouted masonry (R609) VffGlass unit masonry (R610) EXTERIOR CONCRETE WALL CONSTRUCTION (R611) Applicability (R611.2) Concrete wall systems (R611.3) tay-in-place forms (R611.4) Materials, construction details (R611.5 - R611.10) EXTERIO WINDOWS & DOORS (R612) General; window sills; performance; testing ,and labeling (R612) STRUCTURAL INSULATED PANEL WALL CONITRUCTION (R613) �rJJ Applicability (R613.2) lV Materials (R613.3) Wall panels, construction details (R613.4 - R613.10) -7- WALL COVERING (Chapter 7) INTE I R WALL COVERING (R702) Plaster material (R702.2) Plaster support (R702.2.3) Gypsum board material (R702.3.1) Gypsum board support, application and / fastening (R702.3.2 - R702.3.8). eramic tile (R702.4) V Other finishes (R702.5 and R702.6) EXTERIOR WALL COVERING (R703) Water -resistive barrier (R703.2) ,Wood siding (R703.3) N/ Attachment and minimum thickness (Table R703.4) V Wood shakes and shingles (R703.5) Exterior plaster (R703.6) S#one & masonry veneer (R703.7 & Figure R703.7); Steel angle lintels-4" minimum j bearing each end (R703.7.3) Iv Veneer ties: #9 U.S. gage wire or #22 U.S. gage by 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) lashing (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) GEN7(R801) Design .(R801.2 and R801.3) _Component and cladding wind loads (Table R301.2(2)] ROOF FRAMING (R802) V Fire -retardant -treated wood (R802.1.3) Framing details (R802.3) I /Rafter tie (R802.3.1) ✓ Collar ties (4' o.c., in upper third of attic) (R802.3.1) IPurlins (2" x 4" at 4' o.c. minimum) r1 (Figure R802.5.1, R802.5.1) Bearing (R802.6) _ rCutting and notching (R802.7) At�N 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 OISTS [Tables R802.4(1), R802.4(2)] ithout attic storage, LL = 10psf With attic storage LL = 20psf Spacing ,_'�pecies C3rade /Span Size RAFTAS [Tables R802.5.1(1) - R802.5.1(8)] Ground snow load/LL = 20psf ff ontrolling design (LL or snow) Ceiling not attached/ceiling attached Spacing �S ecies Grade pan �ize j&Hc/HR; Adjustment factor ROOF S�iEATHING (R803.2) V_-�G/ rade Thickness JFRTW allowable stresses/grading Allowable spans [Table R503.2.1.1(1)] Installation (R803.2.3) -8- ROOF -CEILING CONSTRUCTION (cont'd.) STEE ROOF FRAMING (R804) oof construction (R804.3) General R804.1 _ Roof tie -down (R804.3.9) ( ) Structural framing (R804.2) ROOF Vf NTILATION (R806) Material (R804.2.1) Ventilation requirements (R806.1 - R806.4) Identification (R804.2.2) ATTIC ACCESS (R807) ""Corrosion protection (R804.2.3) I// Access requirements (807.1) Fastening (R804.2.4) ROOF ASSEMBLIES (Chapter 9) ROOF C SSIFICATION (R902) Roof covering materials (R902.1) WEATHEf PROTECTION (R903) ashing (R903.2) ;�Zping (R903.3) �of drainage (R903.4) `� Hail exposure (R903.5) WATERIA (R904) Compatibility; specifications; physical characteristics; identification (R904.2 - R904.4) REQUIR ENTS FOR ROOF COVERINGS (R905) Slate and slate -type shingles (R905.6) Wood shingles (R905.7) Wood shakes (R905.8) Built-up roofs (R905.9) Metal roof panels (R905.10) Modified bitumen roofing (R905.11) Thermoset single -ply roofing (R905.12) Thermoplastic single -ply roofing (R905.13) Sprayed polyurethane foam roofing (R905.14) Liquid -applied coatings (R905.15) RO, INSULATION (R906) General (R906.1) �sphalt shingles (R905.2) RER OFING (R907) Ylay and concrete tile (R905.3) Materials and methods (R907.1) uMetal roof shingles (R905.4) Structural support (R907.2) Mineral -surfaced roll roofing (R905.5) Recover vs replace (R907.3) CHIMNEYS AND FIREPLACES (Chapter 10) MA'Sf NRY FIREPLACES (R1001) w Construction (Figure R1001.1 and Table R1001.1) SDC D reinforcing/anchorage (R1001.3 and 16j R1001.4) irebox walls and dimensions (R1001.5 and R1001.6) Steel fireplace units (R1001.5.1) Lintel (noncombustible) (R1001.7) 4 41 Hearth extension material (R1001.9) Hearth extension (R1001.10) Fireplace clearance (R1001.11) Fireblocking (R1001.12) MAS NRY CHIMNEYS (R1003) Construction (Table R1001.1, R1003.2, R1003.3, and Figure R1001.1) fe Corbeling (R1003.5) IQ 0 CHIMNEYS AND FIREPLACES (cont'd.) Changes in dimension (R1003.6) u Chimney clearance (R1003.18) Additional load (R1003.8) Fireblocking (R1003.19) Termination (R1003.9) Chimney crickets (01003.20) 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) Inlet (R1003.16) Cleanout opening (R1003.17) FACTORY -BUILT FIREPLACES (R1004) Listed and labeled (R1004.1) /� N /�1 Installation (R1004.2) FACT RY BUILT CHIMNEYS (R1005) Listed and labeled (R1005.1) _ Installation (R1005.3 and R1005.4) EXTJEF,IOR AIR SUPPLY (R1006) Intake size (91006.2, R1006.4) ENERGY EFFICIENCY* (Chapter 11) t"Z- Compliance; material and equipment �(N1101.2, N1101.3) Climate zone (Table N1101.2) *See energy conservation plan review record v Building envelope (N1102) V Mechanical systems (N1103) MECHANICAL (Chapters 12-23) Appliance labeling (M1302, M1303) Appliance access (141305, M1401) Appliance installation (M1307) _ Z 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) ►" jkChimney and vent location and terminations �} (Chapter 10 and Chapter 18) Special fuel -burning equipment (Chapter 19) N Boilers/water heaters (Chapter 20) Hydronic piping (Chapter.21) 7Special piping and storage systems • r (Chapter 22) 1��ySolar systems (Chapter.23) rJ Penetrations of fire -resistance rated assem- blies (R302.4, R302.5) FUEL GAS (Chapter 24) fl//04- Clearances (G2409) IElectrical and electrical bonding (G2410, G2411) Pipe sizing (G2413) Piping materials (G2414) -10- FUEL GAS (cont'd) N(� 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) PLUMBING (Chapters 25-33) Water service location and depth (P2603, P2604) Sanitary and storm sewer location and depth (P2603, P2604) t/ Piping support (Table P2605.1) Listed plastic materials (P2608) Plumbing fixtures (Chapter 27) Sprinkler coverage f (P2904.2.4) N Piping materials (P2904.3) AIWFlow rates (P2904.4.1, ( /� P2904.4.2) 1� �I Water supply capacity (P2904.5.2) Pipe sizing (P2904.6) Water heater size and location (Chapter 28) / `� Drain, waste and vent pipe sizing and riser Water supply and distribution system design 29) diagram (P3004, P3005, Chapter 31) and calculations (Chapter Sumps and ejectors (P3007) Dwelling unit fire sprinkler systems (P2904) :46, Backwater valves (P3008) NFPA 13D system (P2904.1) Fixture traps (P3201) Temperature rating (P2904.2.1, P2904.2.2) / v Storm drainage (Chapter 33) Freezing protection Penetrations of fire -resistance rated assem- (P2904.2.3) blies (R302.4, R302.5) ELECTRICAL (Chapters 34-43) v Penetrations of fire -resistance rated assem Wiring methods (Chapter 38) blies (E3402.2) V 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) (E3901, E3903) Ground -fault and arc -fault circuit -interrupter protection (E3902) Devices and lighting fixtures (Chapter 40) �/ Appliance installation (Chapter 41) I" FSswimming pools (Chapter 42) nl Class 2 remote -control, signaling and power -lim- ited circuits (Chapter 43) Feeder requirements and load calculations (E3704) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) JV Provisions adopted (R102.5) Compliance with Appendix E verified A -11- RADON CONTROL MEASURES (Appendix F) Provisions adopted (R102.5) /Compliance with Appendix F verified SWIMMING POOLS, SPAS AND HOT TUBS (Appendix G) l v - Provisions adopted (R102.5) N4 . Provisions adopted (R102.5) Compliance with Appendix G verified PATIO COVERS (Appendix H) N Compliance with Appendix H verified PRIVATE SEWAGE DISPOSAL (Appendix I) 0 )A- Provisions adopted (R102.5) Compliance with Appendix I verified EXISTING BUILDINGS AND STRUCTURES (Appendix J) (k Provisions adopted (R102.5) ompliance with Appendix J verified SOUND TRANSMISSION (Appendix K) A Provisions adopted (R102.5) Compliance with Appendix K verified HOME DAY CARE—R-3 OCCUPANCY (Appendix M) K I Provisions adopted (R102.5) Compliance with Appendix M verified -12-