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HomeMy WebLinkAboutPlan Review Records-2- y NOTE: Entries to This Plan Review Record that, ?: a field check or inspection of the installation must be coordinate;' — "1he inspection phase (R109) of the Project. 'BUILDING PLANNING (Chapter 3) LOCAL DESIGN CRITERIA (Table R301.2(1) unless Weathering area — noted otherwise) Frost line depth Floor live load (Table R301.5) psf Roof live load (Table R301.6) .3 0 psf Ground snow load Al 10 psf Basic wind speed (y0 mph Wind exposure category (R301- 2.1.4) C High wind design criteria applicable .(R301.2.1.1) re S Seismic design category (SDC) �/ [Figure R301.2(2)] SDC C&D provisions (R301.2.2) N/ N ROOM PLANNING REQUIREMENTS (R303 throu Use ft2 Width 7'-0" Average ceilin T—V PArea ng 120 Ding 70 T-0" T-0" Kitchen N.A. N.A. T-0" Bedroom 70 7'-0" 7'-0" Bathroom N.A. N.A T-0" 'e'VTermite area - Decay area Al 1.4 Winter design temperature Z/ Ice barrier underlayment required a /� - - Flood hazards N 1 4 EXTERIOR WALL LOCATION (R302) 1-hour rating for exterior walls located less than 5 feet from lot line (R302.1, Table R302.1) A10 Exterior wall openings/penetrations and pro- jections (R302.1, Table R302.1) Natural' 5'-0" 8°/a floor area 4% floor area 5'-0" 8% floor area 4% floor area 5'-0" 8% floor area 4% floor area 5'-0" 8% floor area 4% floor area 5'-0"t 3 square feet 1 11/2 square feet ' See Sections R303.1 & R303.3 for mechanical ventilation and artificial light t 6'-6" miny�er plumbing fixtures. t/ Required heating (R303.8) SANITATION (R306 and R307) V Water closet avatory 5Xub or shower VKitchen area with sink 1, fA Sanitary sewer (Chapter 30) Private disposal (Appendix 1) GLAZING (R308) LN Identification (R308.1) A., /,# Louvered windows or jalousies (R308.2) /tiSP Human impact loads/hazardous'locations (R308.3/R308.4) Skylights and sloped glazing (R308.6) GARAG AND CARPORTS (R309) No opening between garage and sleeping room (R309.1) t2l/ Opening protection (garage to residence); doors, 20-minute fire -rated 13/e" solid wood doors (R309.1) Penetrations (R309.1.1, R309.1.2) fN- Garage -dwelling separation;'/Z' gypsum board on garage side, except 1/e" Type X re- quired below habitable rooms (R309.2) -3- r/ Floor surface noncombustible; sloped floor (R309.3) Carport: open two sides; noncombustible floors; sloped floor (R309.4) EGRESS (R310 - 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 / height = 441' (R310.1- R310.1.4) li/f 4 Window wells (R310.2) /L1' % Exit balconies (R311.2.1) Exit access or hallway ? 3' (R311.3) CX One exit from each dwelling unit (R311.4.1) Exit door_ (3'0" x 6'8".) (R311.4.2) Landings for doors (R311.4.3) Stairways; minimum width = 3'0"; maximum stair rise = 7314"; minimum tread =10" with 3/4"-11/4' nosing; minimum headroom = 6'8" / (R311.5) v/ Landings for stairways; minimum dimension _— Special stairways (R311.5.8) 6L /, Ramp slope (1:12 maximum) (R311.6) Ramp landing, minimum 3' x 3' (R311.6.2) A'% /•4 Ramp handrails; one required if slope > 1:12 (R311.6.3) BUILDING PLANNING (cont'd.) EGRESS (cont'd.) MV Under stair protection (R311.2.2) Handrails; required on one side of stair, hand- rail height = 34 to 38 , Type I or Type II grip (R311.5.6 - R311.5.6.3) Stairway illumination (R303.6, R311.5.7) r/1' Guards: required for porches, balconies, _ramps, open sides of stairs, or raised floor surfaces > 301, above floor; 34"-36" minimum / guard height (R312.1) y/ Opening limitations (R312.2) SMOKE LARMS (R313) Location and interconnection (R313.2) Power source (R313.3) ,FOAM PLASTIC (R314) N--� Labeling (R314.2) Surface burning, thermal barrier, specific ap- proval (R314.3 - R314.6) WAL�LAAND CEILING FINISH (R315) (/ Flame spread (R315.1) Smoke -developed index (R315.2) INSULATION (R316) ` Flame spread (R316.1) Smoke -developed index (R316.1) AIJA Attic (R316.4) MATERIALS (R402) DWELLING UNITSEil (R317) Two-family dwellings: 1-hour fire -resistance rating (R317.1) 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) eA Required (R318.1) DECAY D TERMITE AREAS (R319 and R320) Protection required (Table R301.2(1), R319.1, R320.1) O d�1 Quality mark (R319.2 and R320.1.1) SITE ADDRESS (R321) f&/fo Premises identification (R321.1) ACCESSI LITY (R322) Accessible dwelling units applicable (R322.1) ELEVATO S/PLATFORM LIFTS (R323)� 7Referenced standards FLOOD -RESISTANT CONSTRUCTION (R324) General (R324.1) Hazard area and elevation requirements (R324.2 and R324.3) Design professional (R324.3.6) FOUNDATIONS (Chapter 4) Wood foundations (R402.1) `�✓� Concrete, compressive strength (R402.2) FOOTINN (R403) (/ Soil bearing value (R401.4, R403.1) ooling width (see page 5) o' Footing edge thickness = 6" minimum; footing projection = 2" minimum, but :g' footing thick- ness (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 protected footings.(R403.1.4, R403.1.4.1 and R403.1.4.2) -4- Sill plate bolting in concrete/masonry ='/q" di- ameter bolts or as required for unbalanced fill within 12" but not less than 7 bolt diameters from corner, 7" embedment (R403.1.6, Table R404.1(2)) j N W Footings adjacent to slopes (R403.1.7) . 4 Frost protected shallow foundations (R403.3) FOUN9'i4TION WALLS (R404 - R406) Top reactions, support, anchor bolt spacing [Taables R404.1(1) and R404.1(2)] / d Masonry and concrete foundation walls _ (R404.1.1, R404.1.2) a�r.A` SDC D provisions (R404.1.4) Maximum wall height [Tables R404.1(1) - R404.1(3) and Tables R404.1.1(1) - R404.1.1(5)] FOUNDATIONS (cont'd.) TABLE R403.1 MINIMUM WIDTH OF CONCRETE OR MASONRY FO LOAD -BEARING VALUE OF SOIL (psi) �_�1,5�00 2,0001 3,000 >_ 4 000 conventional li 1-story _ 2-story 3-story ht-frame construction 12 15 23 12 12 17 12 12 12 12 12 12 eneer over light frame or B-Inch hallow 1-story 12 21 concrete mason 12 12 E12 16 12 1232 24 15 12 r full routedmason 16 42 1229 12 12 21 14 12 32 21 16 3-story For SI: 1 inch = 25.4 mm. 1 pound per square toot = 0.04 ra kra a. Where minimum fooling width is 12 inches, a single wythe of solid or fully grouted 12-inch nominal concrete masonry units is permitted. FOUNDA ION WALLS (cont'd.) COLUMNS (R407) Maximum unbalanced fill height (Tables %v (A Protection from decay or corrosion (R407.1 and R404 1 3 and Tables R404.1.111) - R407.2) R404. 1111- . ( ) R404.1.1(5)j Minimum nominal wall thicknesabl es 1 - R404.1(1) - R404.1(3) and Tables.1 ( ) R404.1.1(5)] 0/ Reinforcement size and spacing (Tables R404.1.1(2) - R404.1.1(5)) - Height above finished grade (R404.1.6) Sill plate size (R404.3) N 0 Insulating concrete forms (ICF) (R404.4) (� Drains required if habitable or usable spaces are below grade (R405) y Soil class (Table R405.1) A. Dampproofing if basements are below grade" . (R406.1) Waterproofing if high water table" (R406.2) P(A Structural requirements (R407.3) N 11 Anchorage (R407.3) /v (4- Wood columns (minimum 4" square) (R407.3) Steel columns (minimum 3" diameter, standard weight) (R407.3) 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) If uninhabitable, see under -floor space (R408) FLOORS (Chapter 5) WOOD JOISTS .AND GIRDERS (R502) _ Bearing (1.5" minimum on wood or metal; 3" on masonry or concrete) and lapped joists (3") Species and grade 0502.1) (R502.6, R502.6.1) Joists - Sleepin areas, LL = 30 psf (Table R502.3.1(M Joists - Nonsleepping 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 sppans for exterior bearing walls (Table R502.5(1)) Girder spans and header sppans for interior bearing walls [Table R502.5(2)] Joists under bearing partitions (R502.4) -5- 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) FLOORS (cont'd.) STEEL FLOOR FRAMING (R505) 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 [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 crushed stone (R504.2.1) Moisture barrier: placed over base course U - (R504.2.2) Materials (R504.3) WALL CONSTRUCTION (Chapter 6) 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) GEN�ER%A �R601) (/ Design (R601.2) Component and cladding wind loads [Table C Ikfindows 301.2(2)] in windbome debris regions (R301.2.1.2) WOOD CONSTRUCTION (R602) WOConstruction (Figures R602.3(1) and R602.3(2)] NWA Stud grade (R602.2) N 1,0- Exterior walls (R602.3) ,r Stud spacing (R602.3.1) Al / 4 Interior load -bearing walls (R602.4) 3" 24" O.C. Interior nonbearing walls: 2" x at or 2" x 4" flat at 16" o.c. (R602.5) ` l - 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 19 CONCR TE FLOORS (ON GROUND) (R506) CO:7 Thickness: 3112" minimum; Concrete strength / (R506.1) v/ 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) Vapor retarder (R506.2.3) /y l 1,11- Fireblocking (R602.8) Cripple walls (R602.9) Wall bracing method (R602.10.1 and 602.10.3) / Wall bracing amount and location (Table �f=i602.10.1) Wall bracing length (R602.10.4) _`/ SDC D (R602.10.9, R602.10.11 and R602.11) STEEL WALL FRAMING (R603) General (R603.1) IA Structural framing (R603.2) 4--(- Material (R603.2.1) /1 Identification (R603.2.2) Corrosion protection (R603.2.3) 0� r Fastening (R603.2.4) Wall construction (R603.3) Headers (R603.6) Structural sheathing (R603.7) r `'VALL CONSTRUCTION (cont'd.) �� SHEATHING (R604 and R605) INS N(R61 ,, '' ORM WALL CONSTRUCTION ULATING All� Wood structural panels (R604) General design (R611.1 and R611.2) Particleboard (R605) Type of ICF wall design (R611.3 - R611.5) MASONR CONSTRUCTION (R606 - R610) tl Construction requirements (R611.7 - R611.9) General design (R606) CONVENTIONAL CONCRETE WALL CONSTRUCTION SDC C and D (R606.12) (R612) Unit masonry (R607) Design basis (R612.1) Multiple wythe masonry (R608) WINDOWS & DOORS (R613) Grouted masonry (R609) 1!tff General; window sills; performance; testing and labeling (R613.1- R613.4) Glass unit masonry (R610) WALL COVERING (Chapter 7) INTERIOR WALL COVERING (R702) / ( Wood shakes and shingles (R703.5) Plaster material (R702.2) Exterior plaster (R703.6) � ,L(-A /4o"' Plaster support (R702.2.1) it-rA Stone & masonry veneer (R703.7 & Figure R703. [);Steel angle lintels-4" minimum bear - Gypsum board material (R702.3.1) ing each end (R703.7.3) /:- 7� Gypsum board support, application and fas- tening - R702.3.8) 41 (Q-- Veneer ties: 49 U.S. gage wire or #22 U.S. gage by718" corrugated metal; 24" o.c. maxi feet .(R702.3.2 Ceramic tile (R702.4) mum horizontal spacing; 2.67 square maximum area supported (wind > 30 psf and feet) SDC C or D, maximum area = 2 square Other finishes (R702.5 and R702.6) (R703.7.4.1) EXTERIOR WALL COVERING (R703) Flashing (R703.7.5 and R703.8) Water -resistive barrier (R703.2) �-rfi Exterior insulation finish systems (R703.9) Wood siding (R703.3) Fiber cement siding (R703.10) Attachment and minimum thickness (Table R703.4) ROOF -CEILING CONSTRUCTION Chapter 8) Lateral support and bridging (R802.6) GENERAL (R801) c� Design (R801.2 and R801.3) + 'IV S Framing of openings (R802.9) � Wood trusses (R802. L.A. / d Component and cladding wind loads (Table Roof tie -down (R802.' 2. `I R301.2(2)] - R802 4(1) R802 4(211 � 4 ROOF FRAMING (R802) CEILING JOISTS [Tables , Fire -retardant -treated wood (R802.1:' i Without attic storage, LL =10psf ^,-04raming details (R802.'^1. With attic storage LL = 20psf Rafter tie (4' o.c.) (R802.3.1) r __VX �/ Spacing Species _Collar ties (4' o.c., in upper third of attic) Grade (R802.3.1) N JA Purlins (2" x 4" at 4' o.c. minimum) 40�.�.� Span (Figure -gp�, �,3,1 _ Size ( N j f/ Bearing (RB02.- IL, S p _ Cutting and notching (R802 : ­*� Engineered wood products (R802.•1. b -7- R" CIF -CEILING CONSTRUCTION (cont'C ` RAFTERS [Tables R802.5.1(1) - R802.5.1(8)] STEEL ROOF FRAMING (R804) Ground snow load/LL = 20psf Controlling design (LL or snow) Ceiling attached/ceiling not attached Spacing Species Grade Span Size H,/HR; Adjustment factor ROOF SHEATHING (R803.. Grade Thickness /`"t /P FRTW allowable stresses/grading Allowable spans Fpble R503.2.1.1(1)] rNfp Installation (R803.2.3) General (R804.1) Structural framing (R804.2) Material (R804.2.1) Identification (R804.2.2) Corrosion protection (R804.2.3) Fastening (R804.2.4) Roof construction (R804.3) Roof tie -down (R804.4) ROOF VENTILATION (R806) � IVentilation requirements (R806.1, R806.2, R806.4) ATTIC ACCESS (13807) _ Access requirements (807.1) 803 2,2 INSULATION CLEARANCE (R808) %!-f / Insulation requirements (R806.3, R808.1) ROOF ASSEMBLIES (Chapter 9) ROOF C SSIFICATION (R902) Roof covering materials (R902.1) WEATHER PROTECTION (R903) f f% Flashing (R903.2) Kc/ -4 Coping (R903.3) .c/ / -14 Roof drainage (R903.4) MATERIA S (R904) Compatibility; specifications; physical characteristics; identification (R904.2 - R904.4) REQUIREMENTS FOR ROOF COVERINGS (R905) Asphalt shingles (R905.2) Clay and concrete the (R905.3) �/Metal roof shingles (R905.4) Mineral -surfaced roll roofing (R905.5) 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) ROOF INSULATION (R906) ti General (R906.1) REROOFING (R907) Materials and methods (R907.1) Structural support (R907.2) / Recover vs replace (R907.3) -8- CHIT, 'XS AND FIREPLACES (Chapter 10)�'�` MASONRY FIREPLACES (R1001) Construction (Figure R1001.1 and Table R1001.1) _ SDC D reinforcing/anchorage (R1001.3 and R1001.4) Firebox walls -and dimensions (R1001,5 and R1 1.6) eel fir place its 001.5.1) Lintel one ustible) (R1001.7) _ Heart ext nsion material (R1001.9) _ Hearth extension (R1001.10) Fireplace clearance (R1001.11) Mantel and trim (R1001.11) Fireblocking (R1001.12) MASONRY CHIMNEYS (R1003) Construction (Table R1001.1, R1003.2, R1003.3, and Figure R1001.1) orbeling (R1003.5) anges in dimension (R1003.6) Spark arrestors (R1003.9.1) Wall thickness; >_ 4" (R1003.10) Flue lining - materiallinstallation (R1003.11 and R1003.12) M Itiple flues (R1003.13) ue r a (appliance) (R1003.14) Fluarea masonry fireplace) (R1003.15) Inlet (R1003.16) Cleanout opening (R1003.17) Chimney clearance (R1003.18) Fireblocking (R1003.19) Chimney crickets (R1003.20) FACTOR UILT FIREPLACES (R1004) Labeled and listed (R1004.1) Installation (R1004.2) _FACTO -BUILT CHIMNEYS (R1005) Listed and labeled (R1005.1) tr Installation (R1005.3 and R1005.4) _ Additional load (R1003.8) EXTERIOR AIR SUPPLY (111006) _ Termination (R1003.9)_ ( Intake size (R1006.2) ENERGY EFFICIENCY* (Chapter 11) Compliance; material and equipment 1101.2, N1101.3) Climate zone (Table N1101.2) Building envelope (N1102) Mechanical systems (N1103) 'See energy conservation plan review record MECHANICAL (Chapters 12-23) Appliance labeling (M1302, M1303) f� � Appliance access (M1305, M1401) jtiSP Appliance installation (M1307) eating and cooling equipment; heating and cooling load calculations (Chapter 14) Exhaust systems (Chapter 15) - — Duct systems (Chapter 16) tl Combustion air (Chapter 17) N ney and vent location and terminations (Chapter 10 and Chapter 18) 2Sp'ecial' fuel -burning equipment (Chapter 19) Boilers/water heaters (Chapter 20) d Hydronic piping (Chapter21) N Special piping and storage systems (Chapter 22) ram_ Solar systems (Chapter 23) rA Penetrations of fire -resistance rated assem- _ blies (R317.3) FUEL GAS (Chapter 24) fJ Application (G2401.1) General regulations (G2404) Appliance location (G2406) / Air requirements (G2407) Let— 5 % -Installation (G2408) - -- a- S f Clearances (G2409) r4, S r Electrical and electrical bonding (G2410, G2411) r-Water service location and depth (P2603, P2604) °*;l Sanitary and storm sewer location and depth (P2603, P2604) Pipe sizing (G2413) Piping materials (G2414) _L�ni r Piping installation (G2415 and G2419) rn+s r Piping support (G2418 and G2424) /off Valves, controls, connections (G2420, G2421 and G2422) ) 41 Venting (G2425 - G2428) f tiS Misc appliances (G2423, G2429 - G2453) (� Water supply and distribution system design and calculations (Chapter 29) Drain, waste and vent pipe sizing and riser di- agram (P3004, P3005, Chapter 31) 6+/ f S m s and ejectors (P3007) r, - _) / .. Piping support (Table P2605.1) u p %4- f /' Listed plastic materials (P2608) r� Backwater valves (P3008) j_ I//� % y f l Fixture traps (P3201) � Plumbing fixtures (Chapter 27) Water heater size and location (Chapter 28) ti Penetrations of fire -resistance rated assem- blies (R317.3) ELECTRICAL (Chapters 33-42) lv 6* . Penetrations of fire -resistance rated assem- blies (E3302.2) /15 f Listed and labeled materials (E3303) f/ Service equipment and location (E3501, E3506) Service size and load calculations (E3502) ✓_ Feeder requirements and load calculations (E3604) i' N S !!� Wiring methods (Chapter 37) Required lighting and receptacle outlets (E3801, E3803) /`t5 / Devices and lighting fixtures (Chapter 39) d Available fault current (E3506) Appliance installation (Chapter 40) Swimming pools (Chapter.41) (/ System grounding (E3507) , -- � � . �- Class 2 remote -control, signaling and power -lim- ited circuits (Chapter 42) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) /V11� Compliance with Appendix E verified Provisions adopted (R102.5) RADON CONTROL MEASURES (Appendix F) /� adopted Ri02.5) N /,�-Compliance with Appendix F verified Provisions p -10- SWIMMIN( ~ ')OLS, SPAS -AND NOT TUBS_ (AppC:a Provisions adopted (R102.5) Compliance with Appendix G verified PATIO COVERS (Appendix H) Provisions adopt d R1 2.5) PRI ATE SEWAGE Provisions ad ted (R102.5) XISTING BUIL IN,GS Compliance with Appendix H verified POSAL (h(ppdndix 1) NTURE liance with Appendix I verified STR (Appendix J) Provisions adopted (R102.5) Compliance with Appendix J verified SOUND TRANSMISSION (Appendix K) Compliance with Appendix K verified Provisions adopted (R102.5) 0 NOTES -11-