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HomeMy WebLinkAboutPLAN REVIEW RECORD0 z U Z m .� Q U U J CO Iva / p ml "` NOTE:Enides tothis Plan Review Record that,, a Geld check or inspection or the installation musics ceo,dinated insPeclon hose (R70eJ e(Nep BUILDING PLANNING (Chapter 3) 0, LOCAL DESIGN CRITERIA (Table R301.2(1) unless noted otherwise) Floor live load (fable R301; 5) psf Roof live load (Table R301.6) psf Ground snow load r /A psf Basic wind speed tl mph Wind exposure category (R301.2.1.4) High wind design criteria applicable✓ {R301.2.1.1) Seismic design category (SDC) ti / (Figure R301.201 A.,/ A SDC C&D provisions (R301.2.2) Dining 70 Kitchen N.A. Bedroom 70 Batfiroom N.A. 7'-0„ 7'4„ N.A. T-0„ I T—O„ 7,_0„ Weathering area Frost line depth Termite area _ Decay area Winter design temperature Ice barrier underlayment rE Flood hazards EXTERIOR WALL LOCratinggATION (R302) ��. than 5 feet fior walls located rom Icfor t Ime (R302.1, Table less R302.1) —' — ectI0rbs 1) ns and pra- lons (R321, Tae R302 4/ floor area 8%Boor area 4%Bocrarea 8%floor area 4%Boor area 5r_On B%Boor area 4%Boor area 11/e square feet ' see Sections R303.1 & R303.3 for mechanical ventilation and artificial light t6'-8'ml var plumbing fixtures. Required heating (R303.8) SANITAT ON (R306 and R307) Water closet Lavatory Tub or shower itchen area with sink Sanitary sewer (Chapter30) / Private disposal (Appendix 1) GLAZING (R308) /Ar5tO Identification (R308.1) N /%1 Louvered windows or jalousies (R308.2) /yf/ Human 3impact 4)ads/hazardous'locaticns 3/R08 IV�!% Skylights and sloped glazing (R308.6) GARAGE AND CARPORTS (R309) No opening between garage and sleeping room (R309.1) t/ Opening protection (garage to residence); 1 a/a" solid wood doors, 20-minute fire -rated doors (R309.1) Penetrations (R309.1.1, R309.1.2) Garage -dwelling separation;'/2' gypsum X re- quired belrd on ow habitable rooe slide ms (R309p2) Floorsurface noncombustible; sloped floor (R309.3) (A Carport: open two sides; noncombustible Boors; sloped floor'(R309.4) EGPS IR310-R312) Basement and sleeping room window for emergency escape: opening 5.7 square feet (grade floor, 5 square feet), 24" net clear height, 20" net clear width; maximum sill heights: 44" (R310.1 - R310.1.4) N/9 Window wells (R310.2) -3- &1' Exit balconies(R311.2.1) Exit access or hallway 2 3' (R311.3) One exit from each dwelling unit (1331f.4.1) Exit door>_ (3'0" x 6'8") (R311.4.2) Landings for doors (R311.4.3) Stairways; minimum width = TO"; maximum stair rise = 7'/; ; minimum tread =10" with 3/P-11/4' nosing; minimum headroom = 6'8" (R311.5) Landings for stairways; minimum ME 36" (R311.5.4) N�A Special stairways (R311.5.8) / /V (A Ramp slope (1:12 maximum" A.' (>(# Ramp landing, minimum N Ramp handrails; one reg4 (R31f.6.3) \ BUILDING PLANNING (cont'd.) EGRESS (cont'd.) /� Understairprotection(R311.2.2) i- Handrails; required on one side of stair, hand - Xail height = 34" to 38"; Type I or Type II grip R311.5.6 - R311.5.6.3) Stairway illumination (R303.6, R311.5.7) Guards: required for porches, balconies, ramps, open sides of stairs, or raised floor surfaces > 30" above floor; 34"-36" minimum guard height (R312.1) Opening limitations (R312.2) SMOKE RMS (R313) Location and interconnection (R313.2) Power source (R313.3) FOAM PLASTIC (R314) N(d Labeling (R314.2) (yS/ pSurface burning, thermal oval (R314.3 - R314.6J barrier, specific ap- WALLA D CEILING FINISH (R315) Flame spread (R315.1) Smoke -developed index (R315.2) INSULATION (R316) (✓ Flame spread (R316.1) Smoke -developed index (R316.1) Attic (R316.4) MATERIALS (R402) DWELLING UNITSEI';,.,;JION (R317) Two-family d dwellings: 1-hour fire -resistance rating ( ) Supporting construction (R317.1.1) Townhouse: 2 hour exception R317.2 Continuity (R317.2.1) Townhouse parapet (R317.2.2) Townhouse structural independence (R317.2.4) Rated penetrations (R317.3) MOISTURE VAPOR RETARDERS (R318) N(4 Required (R316.1) DECAY AND TERMITE AREAS (R319 and R320) V111, Protection required (Table R301.2(1), R319.1, R320.1) Quality mark (R319.2 and R320.1.1) SITE ADDRESS (R321) fNf ( Premises identification (R321.1) ACCES BILITY(11322) Accessible dwelling units applicable (R322.1) ELEVATORSIPLATFORM LIFTS (R323) ✓ Referenced standards FLOOD -RESISTANT CONSTRUCTION (R324) ✓/ General (R324.1) Hazard area and elevation requirements (R324.2 and R324.3) Design professional (R324.3.6) FOUNDATIONS (Chapter4) (ood foundations (R402.1) Concrete, compressive strength (R402.2) FOOTING (R403) 7Soil bearing value (R401.4, R403.1) Footing width (see page 5) Footing edge thickness = 6" minimum; footing projection = 2" minimum, but <_ footing thick- ness (R403.1.1) I11"14 Footings in SDC C or D (R403.1.2, R403.1.3 / rind R403.1.6.) =12" minimum; Depth below (outside) grade ost protected 11n3t1.4.1for rand footings. gs.(R403.4, R40 R403.1.4.2) dill - ameter rboltsor te bolting equiredfor unb lain ancedfill within 12" but not less than 7 bolt diameters from corner, 7" embedment (R403:1.6, Table R404.1(2)) (Ivf/ Footings adjacent to slopes (R403.1.7) v(A Frost protected shallow foundations (R403.3) FOUNDATION WALLS (R404 - R406) Tap reactions, support, anchor bolt spacing (Tables R404.1(1) and R404.1(2)] /Masonrryy and concrete foundation walls / (R404.1.1, R404.1.2) ./ SDC D provisions (R404.1.4) R404.1(3) anld Tables R40f4.1R1() �(1) R404.1.1(5)] -4- FOUNDATIONS (cont'd.) Tnm � nA^a 4 For SI: 1 Inch = 25.4 mm, 1 pound per square iom = u."' _ .'o Where minimum fooling width is 12 inches, a single wylhe of solid or fully grouted 12-Inch nominal concrete masonry units Is PsrmlUeu. a. FOUNDATION WALLS (cont'd.) COLUMNS (R407) from decay or corrosion (R407.1 and Maximum unbalanced fill height (Tables R404.1(3) and Tables R404.1.1(1) - Protection R407.2 R404.1(1) - R404.1.1(5)1 7 //�- Structural requirements (R407.3) Minimum nominal wall thickness (Tables /' R404.1(3) and Tables R404.1.1(iJ A Anchorage (R407.3) R404.1(l) - 404.1.1(5)] � Woad columns (minimum 4" square) (R407.3) c/ Reinforcement size and spacing (fables Steel columns (minimum 3" diameter, standard R404.1.1(2)-R404.1.1(5)] weight) (R407.3) Height above finished grade (R404.1.6) UNDER -FLOOR SPACE (R406) e., lA Sill plate size (R404.3) Ventilation (R408.1 and R408.2) V t4 Insulating concrete forms (ICF) (R404.4) Unvented crawl space (R408.3) /Nli7 Drains required if habitable or usable spaces Access (R408.4) are below grade" (R405) Removal of debris (R408.5) Soil class (Table R405.1) Finished grade (R408.6) N/A Dampproofing if basements are below grade` Flood resistance (R408.7) (R406.1) Nl� Waterproofing if high water table* (R406.2) If uninhabitable, see under-flbor space (R408) FLOORS (Chapter 5) Bearing (1.5" minimum on wood or metal; 3" an WOOD JOISTS AND GIRDERS (R502) masonry or concrete) and lapped joists (3") Species and grade (R502.1) (R502.6, R502.6.1) joists-(bSl 3pin yeas, LL= 30 psf Later l restraint and bridging (R502.7, [Table R502 Joists - Nonsleeppfng areas, LL= 40 psf �// /� Drilling and notching (R502.8) (Table R502.3.1(2)] i/ fff---�-- Fastening (R502.9) Cantilevered 502 3 3(2J]loists (Tables R502,3.3(1) and Framing of openings (13502.10) Girder spans and header spans for exterior Wood trusses (R502.11) bearing walls (Table R502.5p(1)] Draftsto in R502.12 Girder wails and header02.5(2)] for interior pp g ( ) Joists under bearing partitions (R502.4) 5 FLOORS (cont'd.) LUMBER FLOOR SHEATHING (R503.1) STEEL FLOOR FRAMING (R505)limits; in -line Allowable span (Table R503.1) Cold -formed steel; applicability framing (R505.1) End joints (R503,1.1) Structural framing (R505.2) WOOD STRUCTURAL PANEL SHEATHING (R503.2) Material (R505.2.1) Grade (R503.2.1) Identification (R505.2.2) Thickness (R503.2.1)_ !� " Corrosion protection (R505.2.3) Allowable spans [Tables R503.2.1.1(1) and Fastening (R505.2.4) R503.2.1.1(2)] Installation [Table 602.3(i)] Floor construction R505.3 PARTICLEBOARD UNDERLAYMENT (R503.3) CONCRETE FLOORS (ON GROUND) (R506) Grade (R503.3.1 _� Thickness: 3112" minimum; Concrete strength G/ Thickness (R503.3.2) IX (R506.1) Support: prepared subgrade; maximum earth Installation [Table R602.3(1)] fill = 8' ; maximum sand or gravel fill = 24" TREATED -WOOD FLOORS (ON GROUND) (R504) �(R506.2.1) Base course: 4" thick with maximum'!,"fcourse: graded with 2" maximum gravel or'iz" crushed stone (R504.2.1) (/ 99 agate R506.2.� /) vapor retarder(R506.2.3) Moisture barrier: placed over base course (R504.2.2) Materials (R504.3) WALL CONSTRUCTION (Chapter 6) INf/ Fireblocking (R602.8) GENER (R601) �v Cripple walls (R602.9) Design (R601.2) —,/ loads (Table Wall bracing method (R602.10.1 and R602.10.3) ,Component and cladding wind of.2(2)] Wall bracing amount and location (Table U Windows in windborne debris regions (R301.2.1.2) R602.10.1) Wall bracing length (R602.10.4) WOOD CONSTRUCTION (R602) N 1 N SDC D (R602.10.9, R602.10.11 and R602.11) /✓ �A Construction [Figures R602.3(f) and STEEL WALL FRAMING (11603) R602.3(2)] Q/(A Stud grade (R602:2) General (R603.1) Exterior walls (R602.3) Structural framing (R603.2) Stud spacing (R602.3.1) Material (R603.2.1) Identification (R603.2.2) /✓(Fl Interior load -bearing walls (R602.4) walls: 2" x 3" at 24" O.C. Corrosion protection (R603.2.3J Interior nonbearing or 2" x 4" flat at 16" o.c. (R602.5) —� Fastening (R603.2.4) wt/ Drilling and notching — studs (R602.6) — Wall constructiom(R603.3) ✓s7 Drilling and notching —top plate (R602.6.1) —= Headers (R603.6) (�v p/ Headers (Tables R502.5(1), R502.5(2), R602.7.2 and Figure R602.7.21 — Structural sheathing (R603.7) 0 WALL CONSTRUCTION (cont'd.) SHEATHING (R604 and R605) INSULATING CONCRETE FORM WALL CONSTRUCTION,(R611) Aff Wood structural panels (R604) Particleboard (R605) MASONRY CONSTRUCTION (R606 - R610) General design (R606) W 1A SDC C and D (R606.12) Unit masonry (R607) /1616;` Multiple wylhe masonry (R608) c/ Grouted masonry (R609) L Glass unit masonr 10) WALL INTERIOR WALL COVERING (R702) N/R Plaster material (R702.2) Nl A Plaster support (R702.2.1) � Gypsum board material (R702.3.1) 4Gypsum board support, application and fas- tening fR702.3.2-R702.3.8) 6/ Ceramic tile (R702.4) /lJ� Other finishes (R702.5 and R702.6) General design (R611.1 and R611.2) NType of ICF wall design (R611.3 - R611.5) Construction requirements (R611.7 - R611.9) CONVENTIONAL CONCRETE WALL CONSTRUCTION (R612) ,r/(A Design basis (R612.1) WINDOWS & DOORS (11613) / - nd label ng (R613,1 performance; testing ) hapter 7) ood shakes and shingles (R703.6) Exterior plaster (R703.6) /V A Stone & masonry veneer (R703.7 &Figure R703.7); Steel angle lintels-4" minimum bear- ing each end (R703.7.3) Veneer ties: #9 U.S. gage wire or #22 U.S. gage by 'I.,, corrugated metal; 24" O.C. maxi; mum 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) EXTERI WALL COVERING (R703) /v Flashing (R703.7.5andR703.8) Water -resistive barrier (R703.2) `�,1�!`/Exteriorinsulation finish systems (R703.9) Wood siding (R703.3) �Q _ Fiber cement siding (R703.10) Attachment and minimum thickness (Table T� R703.4) ROOF -CEILING CONSTRUCTION (Chapter 6) GENERAL(R801) / sign (R601.2 and R801.3) Component and cladding wind loads [Table R301.2(2)] ROOF FRAMING (R802) M4V Fire -retardant -treated woad (R802.1.4 )L-(A Framing details (R802.1* 1%1'61 Rafter tie (4' o.c.) (R802.3.1) 1.1/4 Collar ties (4' o.c., in upper third of attic) (R802.3.1) /r i/ Lateral support and bridging (R802.8) / .v s/ Framing of openings (R802.9) v/�Uood trusses (R802. L A Roof tie -down (R802.' 2. q CEILING JOISTS [Tables 13802.40), R802.4(2)] Without attic storage, ILL =10psf With attic storage LL = 20psf Spacing Species Grade !✓% Purlins (2" x 4" at 4' o.c. minimum) 4D1•T.� t Span (Figure -gp� :2,$,l size Bearing(R802.'14,.4 l^'f 1 Cutting and notching (R602 r 1. 6 Engineered wood products (R802.1. b .a R BDA.1j-1 5g - koUF-CEILING CONSTRUCTION (cont'c_, RAFTERS [Fables R802.5.1(1) - R802.5.1(8)1 Ground snow load/LL= 20psf Controlling design (LL or snow) Ceiling attached/ceiling not attached G` Spacing Species Grade Span Size STEEL ROOF FRAMING (R804) General (R804.1) Structural framing (R804.2) Material (R804.2.1). Identification (R804.2.2) Corrosion protection (R804.2.3) Fastening (R604.2.4) Roof construction (R804.3) Roof tie -down (R804.4) HcIHR; Adjustment factor ROOF VENTILATION (R806) ROOF SHEATHING (R803.. ,���A Ventilation requirements (R806.1, R806.2, ], "�'"`— R806.4J (/ Grade ATTIC ACCESS (13807) Thickness Access requirements (807.9) FRTW allowable stresseslgrading INSULATION CLEARANCE (R808) •11/A Allowable spans (Table )Z503.2.1.1(1)] 803.1 INSULATION Insulation requirements (R806.3, R80B.1) Installation (R803.2.3J ROOF ASSEMBLIES (Chapter 9) ROOF C SIFICATION (R902) Roof covering materials (R902.1) WEATHER PROTECTION (R903) /a✓s )" Flashing (R903.2) /r/A Coping (R903.3) 4/ f.4 Roof drainage (R903.4) MATERIALS (R904) �Compafibilily; specifications; physical04.2 - characteristics; identification R R904,4) REQUIREMENTS FOR ROOF COVERINGS (R905) Asphalt shingles (R905.2) NClay and concrete file (R905.3) IMetal roof shingles (R905.4) Mineral -surfaced roll roofing (R905.5) /✓� Slate and slate -type shingles (R905.6) i (10 Wood shingles (R905.7) /✓(/t Wood shakes (R905.8) uilt-up roofs (R905.9) Melet roof panels (R905.10) Modified bitumen roofing (R905.11) Thermoset single -ply roofing (R905.12) Thermoplastic single -ply roofing (R905.13) N/a Sprayed polyurethane foam roofing (R905.14) N(6 Liquid -applied coatings (R905.15) ROOF INSULATION (R906) r General (R906.1) REROOFING (R907) Materials and methods (R907.1) Structural support (R907.2) Recover vs replace (R907.3) Q:13 Cl 'm,4EYS AND FIREPLACES (Chapter 10 MASONRY FIREPLACES (R1001) Spark arrestors (Rf003.9.1) Construction (Figure R1001.1 and Table Wall thickness; >_ 4" (R1003.10) R100i.1) Flue lining • materlallinstallalion (R1003.11 and SDC D reinforcinglanchorage (R1001.3 and R1003.12) R1001.4) Multiple flues (R1003.13) Firebox walls and dimensions (131001.5 and Flue area (appliance) (R1003.14) R1001.6) Flue area (masonry fireplace) (R1003.15) Steel fireplace units (R1001.5,1) Lintel (noncombustible) (R1001.7) arth extension material (R1001.9) earth extension (Ri001.10) Fireplace clearance 01001.11) Mantel and trim (R1001.11) Fireblocking (R1001.12) MASONRY CHIMNEYS (R1003) Construction (Table R1001.1, R1003.2, R1003.3, and Figure R1001.1) Corbeling (R1003.5) Changes in dimension (R1003.6) Additional load (R1003.8) Termination (R1003.9) Inlet (R1003.16) Cleanout opening (R1003.17) Chimney clearance (R1003.16) Fireblocking (R1003.19) Chimney crickets (R1003.20) FACTORY -BUILT FIREPLACES (R1004) Labeled and listed (R1004.1)) Installation (R1004.2) P FACTORY -BUILT CHIMNEYS (R1005) Listed and labeled (171005.1) Or Installation (R1005.3 and R1005.4) EXTERIOR AIR SUPPLY (R1006) /y(11 Intake size (171006.2) ENERGY EFFICIENCY* (Chapter 11) (/ Building envelope (N1102) Compliance; material and equipment 101.2, N1101.3) Mechanical systems (Nf103) Climate zone (Table N1101.2) .See energy conservation plan review record MECHANICAL (Chapters 12.23) r ti f/ Appliance labeling (M1302, M1303) /-A'f/ Appliance access (M1305, M1401) /Appliance installation (M1307) 4 Heating and cooling equipment; beating and cooling load calculations (Chap ) Exhaust systems (Chapter 15) Duct systems (Chapter 16) A/ l,# Combustion air (Chapter 17) (v /�q Chimney and vent location and terminations _ —T— (Chapter 10 and Chapter 18) 14114 Special fuel -burning equipment (Chapter 19) ' Boilerslwater heaters (Chapter 20) je& Hydronic piping (Chapter 21) N ( 6 Special piping and storage systems (Chapter 22) AI'd B Solar systems (Chapter23) Penetrations of.fire-resistance rated assem- blies (R317.3) 91 FUEL GAS (Chapter 24) Application (G2401.1) t./ General regulations (G2404) r'° Appliance location (G2406) N01 Air requirements (G2407) a / Installation (G2408) (Vf/ Clearances (G2409) f f" f Jo Electrical and electrical bonding (G2410, G2411) IN f/ Water service location and depth (P2609, r P2604) /�f t Sanitary and storm sewer location and depth (P2603, P2604) fol Piping support (Table P2605.1) /Nf/ Listed plastic materials(P2606) (ti Plumbing fixtures (Chapter 27) Water heater size and location (Chapter 28) pipe sizing (G2413) 1"f/ Piping materials (G2414) Piping installation (G2415 and G2419) 141 f / Piping support (G2418 and G2424) / "f/ Valves, controls, connections (G2420, G2421 and G2422) /Nf ? Venting (G2425 - G2428) fAll Misc appliances (G2423, G2429-G2453) N1/1 Water supply and distribution system design and calculations (Chapter 29) Drain, waste and vent pipe sizing and riser di- (P3004, P3005, Chapter 31) agram Sumps and electors (P3007) N 11r Backwater valves (P3008) Fixture traps (P3201) ✓ �� Penetrations of fire -resistance rated assem- blies (R317.3)i_ ELECTRICAL. (Chapters 33-42) A// 4 . Penetrations of fire -resistance rated assem- blies (E3302.2) Listed and labeled materials (E3303) Service equipment and location (E3501, E3506) Service size and load calculations (E3502) Available fault current (E3506) •� System grounding (E3507). 611*� Required branch circuits (E3603) u Feederrequirements and load calculations (E3604) (4 Wiring methods (Chapter 37) f Required lighting and receptacle outlets (E3801, E3603) (A, f Devices and lighting fixtures (Chapter39) /r j% Appliance installation (Chapter 40) 1,4 Swimming pools (Chapter.41) AF //% Class remote -control, signaling and power -lim- ited circuits (Chapter 42) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) NIM _ Compliance with Appendix E verified ^/(9Provisions adopted (R102.5) RADON CONTROL MEASURES (Appendix F) Provisions adopted (R102.5) N/Cl Compliance with Appendix F verified still SWIMMING POOLS, SPAS. NOT TUBS. (PPE.. °? G) Provisions adopted (R102.5) Compliance with Appendix G verified PATIO COVERS (Appendix H) Provisions adopted (R102.5) Provisions tCompliance with Appendix H verified OSAL(Appen ' ) C mpli nce en ix I verified ID STRUCT RE (Appendix J) Provisions a pted (R102.5) ompliance with Appendix J verified SOUND TRANSMISSION (Appendix K) Compliance with Appendix K verified Provisions adopted (R102.5) NOTES -11-