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HomeMy WebLinkAboutPLAN REVIEW RECORD[n-vn:.e.Pl48R �.+fir. _sz ss:zr.�a��. r.� -,_-+� �.,_.�zcri�*i.0 A.r-.ram.. x-aecwaecvG--�v �i=in-Y'�s..a� i�'^=aem•-.aL*a:N• M�a, 2006INTERNATIOh1A� RESIDENTIALCODE® Valuation. �.f / S Seri Code Section 01107 -z- NOTE: Entries to this Plan Review Record th yue a field check or Inspection of the installation must be coordinaG. BUILDING PLANNING (Chapter 3) the inspection phase (R109) of the pmle LOCAL DESIGN CRITERIA (Table R301.2(1) unless noted otherwise) Floor live load (Table R301.5) 11 d psf Roof live load (Table R301.6) S 0 psf Ground snow load N10 psf Basic wind speed Lra mph Wind exposure category (R301.2.1.4) G High wind design criteria applicable, .(R301.2.1.1) K� Seismic design category (SDC) w�A (Figure R301.2(2)1 SDC C&D provisions (R301.2.2) N�6 Average Dining 70 7'-o" T-0" Kitchen N.A. N.A. 1 7'-0" Bedroom 70 7'-0" 7'-0" Bathroom N A. N.A 7' W Weathering area - Frost line depth Termite area le 6 OE 0V6ACY Decay area /^- M Winter design temperature ------- ' 2 z Ice barrier underlayment required Flood hazards EXT IOR WALL LOCgATION (R302) than 5 feeit from lot line for exterior walls located less (R302.1, Table 2.1) g jections (R302p1,ninTab16 R302.1) trations and pro - 5'-0" 8% floor area 4% floor area 5'-0" 8% floor area 4% floor area 51-0" 8% floor area 4% floor area 5'-0" 8% floor area 4% floor area q'� -r 3 sauare feet 1'lg square feet . 'see sectlops R303.1 & R303.3 for mechanical ventilation and artificial light t6'-B"mi .over plumbing fixtures. Required heating (R303.8) SANITAT% . (R306 and R307) I/ ater closet tory ububor s or shower itchen area with sink Sanitary sewer (Chapter 30) Private disposal (Appendix i) GLAZING (R308) I NSA Identification (R308.1) fy1)9 Louvered windows or jalousies (R308.2) I N 5to Human impact loads/hazardous'locations (R308.3/008.4) U (14 Skylights and sloped glazing (R308.6) GARAGES AND CARPORTS (R309) ✓/����NNNNo opening between garage and sleeping room (R3prote Opening protection (garage to residence); 13/a" solid wood doors, 20-minute fire -rated doors (R309.1) h (P Penetrations (R309.1.1, R309.1.2) Garage -dwelling separation;'/Z' gypsum board on garage side, except s/a" Type X re- quired below habitable rooms (R309.2) -3- V Floor surface noncombustible; sloped floor (R309.3) k v Carport: open two sides; noncombustible floors; sloped floor (R309.4) EGRES (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 = 44" (R310.1- R310.1.4) A/ /A Window wells (R310.2) (A Exit balconies (R311.2.1) Exit access or hallway >- 3' (R311.3) One exit from each dwelling unit (R311.4.1) Exit door>: (3'0" x 6'8") (1331f.4.2) --Landings for doors (R311.4.3) Stairways; minimum width = 3'0'; maximum stair rise = 73/; ; minimum tread =10" with /4"-111,' nosing; minimum headroom = 6'8" V5) Landings for stairways; minimum dimension 36" (R311.5.4) (/t Special stairways (R311.5.8) f✓ (R Ramp slope (1:12 maximum) (R311.6) fv (A Ramp landing, minimum 3' x 3' (R311.6.2) N (2 Ramp handrails; one required if slope > 1:12 (R311.6.3) BUILDING PLANNING (cont'd.) EGRESS (cont'd.) DWELLING UNIT SE', .4TION (R317) I Nil 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) Guards: required for porches, balconies, ramps, open sides of stairs, or raised floor surfaces > 30" above floor; 34"-36" minimum guard height (17312.1) Opening limitations (R312.2) SMOKE/ALARMS (R313) (/ Location and interconnection (R313.2) Power source (R313.3) FOAM PLASTIC (R314) INS/ Labeling (R314.2) it/ % Surface burning, thermal barrier, specific ap- proval (R314.3 - R314.6) WALLA,pQD CEILING FINISH (R315) y// Flame spread (R315.1) y Smoke -developed index (R315.2) INSULATION (R316) i/ Flame spread (R316.1) Smoke -developed index (R316.1) Attic (R316.4) Two-famlly dwellings: 1-hour fire -resistance rating (R317.1) Supporting construction (R317.1.1) -- Townhouse: 2 hour exception (R317.2) •/ // n Continuity (R317.2.1) 17//-�`�t U7j,'�Townhouse parapet (R317.2.2) Townhouse structural independence (R317.2.4) Rated penetrations (R317.3) MOISTURE VAPOR RETARDERS (R318) /✓(A Required (R318.1) DECAY gPID TERMITE AREAS (R319 and R320) 7 Protection required (Table R301.2(1), R319.1, R320.1) ( N O Quality mark (R319.2 and R320.1.1) SITE ADDRESS (R321) 1 A) l Premises identification (R321.1) ACCES LITY(R322) Accessible dwelling units applicable (R322.1) ELEVATORS/PLATFORM LIFTS (R323) ^/(A Referenced standards FLOOD•R SISTANT CONSTRUCTION (R324) G-neral (R324.1) i/ Hazard area and elevation requirements X(R324.2 and R324.3) Design professional (R324.3.6) FOUNDATIONS (Chapter 4) MATERIALS (R402) Sill plate bolting in concretelmasonry ='IZ' di- /✓(R Wood foundations (R402.1) ameter bolts or as required for unbalanced rill LX Concrete, compressive strength (R402.2) from)n 12" but not less than 7 bolt diameters comer, 7" embedment (R403.1.6, Table FOOTiNNHS (R403) R404.1(2)) v Soil bearing value (R401.4, R403.1) (Nf/ Footings adjacent to slopes (R403.1.7) . noting width (see page 5) P' (/) Frost protected shallow foundations (R403.3) Footing edge thickness = 6" minimum; footing FOUNDATION WALLS (R404 - R406) projection = 2" minimum, but <_ fooling thick- ness (R403.1.1) Footings in SDC C or D (R403.1.2, R403.1.3 / and R403.1.6.1) r/ 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. (.2) -4- iv(,4 Top reactions, support, anchor bolt spacing (Tables R404.1(1) and R404.1(2)] Masonry and concrete foundation walls (R404.1.1, R404.1.2) r✓(/} SDCDprovisions (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 GS inches a MINIMUM WIDTH OF CONCRETE OR MASONRY F00'1 IN LOAD -BEARING VALUE OF SOIL (psf 1,500 2,000 3,000 24000 Conventional li ht-frame construction I-stoa 12 2-story 15 3-storV 23 12 12 17 12 12 12 12 1 12 12 44neh brick veneer 1-sto 2-story21 3-story32 over light frame or 8-inch hallow 12 12 16 24 concrete masonM2.1 8-inch solid or full 1-story16 routed mason 29 42 122-sto 213-story 32 For 51: 1 inch = 25.4 mm. 1 pound per square foot = 0.0479 kFa a. Where minimum fooling width is 12 inches, a single wylhe of solid or fully grouted 12-inch no concrete masonry units is permitted. FOUNDATI N WALLS (cont'd.) COLUMNS (R407) Maximum unbalanced fill height (Tables N (A Protection from decay or corrosion (R407.1 and R 04.1(1) - R404.1(3) and Tables R404.1.1(1) - R407.2) 404.1.1(5)] N(A Structural requirements (R407.3) Minimum nominal.wall thickness (Tables 44 Anchorage (R407.3) R404.1(f) - R404.1(3) and Tables R404.1.1(1) - �- /R404.1.1(5)] iv 0- Wood columns (minimum 4" square) (R407.3) l/ Reinforcement size and spacing (Tables oA-69- 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 (R408) 1,17/4 Sill plate size (R404.3) {✓ �� Insulating concrete forms (ICF) (R404.4) f✓ //F Drains required if habitable or usable spaces ar elow grade* (R405) Soil class (Table R405.1) Dampproofing if basements are below grade (R406.1) i� Waterproofing if high water table' (R406.2) If uninhabitable, see under -floor space (R408) Ventilation (R408.1 and R408.2) Unvenledcrawl space (R408.3) Access (R408.4) Removal of debris (R408.5) Finished grade (R408.6) Flood resistance (R408.7) FLOORS (Chapter 5) WOOD JOISTS AND GIRDERS (R502) /af/ Bearing (1.5'r minimum on wood or metal; 3" on masonry or concrete) and lapped joists (3") Species and grade (R502.1) (R502.6, R502.6.1) h' 1p Joists - Sleeping areas, LL = 30 psf !A R feral restraint and bridging (R502.7, / [Table R502.3.1(1)] C/ Joists - Nonsleeping areas, LL = 40 psf e-P• t 10 Drilling and notching (R502.8) /✓�� [Table R502.3.1(11 Cantilevered joists (fables R502.3.3(1) and R502.3.3(2)] A/ 60 Girder spans and header sppans for exterior bearing walls (Table R502.5(1)] /N Girder spans and header sppans for interior bearing walls (Table R502.5(2)] N �.9 Joists under bearing partitions (R502.4) f,,rl Fastening (R502.9) -5- /�aming of openings (R502.10) od trusses (R502.11) Draftstopping (R502.12) FLOORS (cont'd.) LUMBER F OR SHEATHING (R503.1) Allowable span (Table R503.1) End joints (R503.1.1) WOOD UCTURAL PANEL SHEATHING (R503.2) Ad (R503.2.1) Thickness (R503.2.1)_ Allowable spans [Tables R503.2.1.1(1) and R503.2.1.1(2)] %t" 5 Installation [Table 602.3(1)] PARTICLEBOARD UNDERLAYMENT (R503.3) Grade (R503.3.1) p✓ 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) 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) CONCRE E FLOORS (ON GROUND) (R506) Thickness: 3112" minimum; Concrete strength /(R506.1) Support: prepared subgrade; maximum eadh 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) WALL CONSTRUCTION (Chapter 6) 7GENERA 01) De ' n (R601.2) Component and cladding wind loads [Table C_// Windows in windbome debds regions (R301.2.1.2) WOOD C STRUCTION (R602) Construction [Figures R602.3(1) and R602.3(2)] —�`� tud grade (R602:2) d Exterior walls (R602.3) —� tud spacing (R602.3.1) C/ 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) / v 1 / Drilling and notching — studs (R602.6) / A_ S P Drilling and notching —top plate (R602.6.1) /A, Headers Fables R502.5(l), — R602.7.2 and Figure R602 5(2) 2. 2] 152 INtI Fireblocking (R602.8) %/} Cripple walls (R602.9) Wall bracing method (R602.10.1 and �602.10.3) Wall bracing amount and location (fable �602.10.1) Wall bracing length (R602.10.4) SDC D (R602.10.9, R602.10.11 and R602.11) STEEL WALL FRAMING (R603) General (R603.1) Structural framing (R603.2) Material (R603.2.1) Identification (R603.2.2) TIC'/TT Corrosion protection (R603.2.3) Fastening (R603.2.4) Wall construction (R603.3) Headers (R603.6) Structural sheathing (R603.7) WALL CONSTRUCTION (cont'd.) SHEATH NG (R604 and R605) INSULATING CONCRc i c FORM WALL CONSTRUCTION (R611) Wood structural panels (R604) V to Particleboard (R605) MASONRY CONSTRUCTION (R606 - R610) V_ General design (R606) /' 04 SDC C and D (R606.12) 7-Unit masonry (R607) Multiple wythe masonry (R608) d Grouted masonry (R609) Al fA Glass unit masonry INTERIOR WALL COVERING (R702) /14 Plaster material (R702.2) Al (q Plaster support (R702.2.1) Cl ypsum board material (R702.3.1) ypsum board support, application and fas- tening fR702.3.2 - R702.3.8) _ � Ceramic file (R702.4) ;i - other finishes (R702.5 and R702.6) F>CTERIO ALL COVERING (R703) EXTER'OWater-resistive barrier (R703.2) t7/% Wood siding (R703.3) f Attachment and minimum thickness (Table R703.4) General design (R611.1 and R611.2) ./A J[_a__ Type of ICF wall design (R611.3 - R611.5) F Construction requirements (R611.7 - R611.9) CONVENTIONAL CONCRETE WALL CONSTRUCTION (R612) «Design basis (17612.1) WINDOWS & DOORS (R613) ( !.SP General; window sills; performance; testing and labeling (R613.1- R613.4) G (Chapter7) Wood shakes and shingles (R703.5) _V11,_ Exterior plaster (R703.6) Tj fl Stone & masonry veneer (R703.7 & Figure Steel angle lintels-4ominimum R703.7);bear- ing each end (R703.7.3) Veneer ties: #9 U.S. gage wire or #22 U.S. gage by Ve" corrugated metal; 24" o.c. maxi- mum horizontal spacing; 2.67 square feet maximum area t and SDC C or D, maximum area = 2 square wind;, 30 e feet) (R703.7.4.1) 114-3 P Flashing (R703.7.5 and R703.8) Al f,+ Exterior insulation finish systems (R703.9) /V p- Fiber cement siding (R703.10) ROOF -CEILING CONSTRUCTION (Chapter 8) GENERA (R801) _ esign (R801.2 and R801.3) TT Component and cladding wind loads ('fable R301.2(2)] ROOF FRAMING (R802) Fire -retardant -treated wood (R802.1: fi . Framing details (R802.'2„ I Rafter tie (4' o.c.) (R802.3.1) Collar ties (4' o.c., in upper third of attic) / (R602.3.1) IV /& Purlins (2" x 4" at 4' o.c. minimum) t201.2.11 (Figure i✓fp Bearing (R802.7 X, 9 %NL Cutting and notching (R802: 1.6 f Engineered wood products (R802.'1, 6.1 -7- 1-�'44 Lateral support and bridging (R802.8) ramingofopenings (R802.9) bd trusses (R802. I .b. Roof tie -down (17802.1. 9 CEILING JOISTS [Tables R802.4(1), R802.4(2)] Without attic storage, LL =10psf With attic storage LL = 20psf pacing Species �Grade pan Size a 101.11M - `)F-CEILING CONSTRUCTION (cone RAFTERS ITables 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 pecies Grade Span Size /� tf He/HR; Adjustment factor ROOF SHEATHING (R803.. ;, j� Grade r Thickness �✓�� RTW allowable stresses/grading General (R804. V 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) ROOF VE TION (R806) Ventilation requirements (R806.1, R806.2, R806.4) ATTIC A SS (R807) Access requirements (807.1) o Allowable spans (Table R503.2.1.1(1)1 803.1.E INSULATION CLEARANCE (R808) T f� N,j� Installation (R803.2.3) Insulation requirements (R806.3, R808.1) % ROOF ASSEMBLIES (Chapter 9) ROOF CLA FICATION (R902) Roof covering materials (R902.1) WEATHER PROTECTION (R903) Flashing (R903.2) Nf•4 Coping (R903.3) Roof drainage (R903.4) MATERIAL 904) Compatibility; specifications; physical characteristics; identification (R904.2 - R904, 4) REQUIREMENTS FOR ROOF COVERINGS (R905) Asphalt shingles (R905.2) Clay and concrete file (R905.3) Metal roof shingles (R905.4) Mineral -surfaced roll roofing (R905.5) Slate and slate -type shingles (R905.6) /k__rk Wood shingles (R905.7) A/ ra Wood shakes (R905.8) Built-up roofs (R905.9) _Metal roof panels (R905.10) A'r4 Modified bitumen roofing (R905.11) Thermoset single -ply roofing (R905.12) Thermoplastic single -ply roofing (13905.f3) Sprayed polyurethane foam roofing (R905.14) Liquid -applied coatings (R905.15) ROOF INSULATION (11906) /L__14 General (R906.1) REROOFING (R907) �Materials and methods (R907.1) Structural support (R907.2) Recover vs replace (R907.3) 0 CV IEYS AND FIREPLACES (Chapter 1 MASONRY FIREPLACES (R1001) Spark arrestors (R1003.9.1) Construction (Figure R1001.1 and Table Wall thickness; >_ 4" (R1003.10) R1001.1) Flue lining-material/installation (Ri003.11 and SDC D reinforcing/anchorage (R1001.3 and R1003.12) 131001.4) Multiple Flues (Rf003.13) Firebox walls and dimensions (R1001.5 a lue area (appliance) (R1003.14) R1001.6) lue area (masonry fireplace) (R1003.15) Steel fireplace units (R1001.5.1) Inlet (R1003.16) /oin el (noncombustible) (R1001.7) Hearth extension material (R1001.9) earth extension (R1001.10) Fireplace clearance (R1001.11) Mantel and trim (171001.11) Fireblocking (R1001.12) MASONRY CHIMNEYS (R1003) Construction (Table R1001.1, R1003.2, R1003.3, and Figure R100f.1) Corbeling (R1003.5) hanges in dimension (R1003.6) Additional load (R1003.8) Termination (R1003.9) Cleanoutopening (R1003.17) Chimney clearance (R1003.18) Fireblocking (R1003.19) Chimney crickets (RI003.20) FACTORY -BUILT FIREPLACES (R1004) Labeled and listed (R1004.1) nstallation (R1004.2) !/ FACTORY -BUILT CHIMNEYS (R1005) Listed and labeled (RI 005.1) Installation (R1005.3 and R1005.4) ��EXTERI R AIR SUPPLY (R1006) Intake size (R1006.2) ENERGY EFFICIENCY* (Chapter 11) Compliance; material and equipment _ �i01.2, N1101.3) Climate zone (Table N1101.2) _v uIIding envelope (N1102) L/ Mechanical systems (N1103) 'See energy conservation plan review record MECHANICAL (Chapters 12-23) ��Appli.ance ppliance labeling (M1302, M1303) access (M1305, M1401) Appliance installation (1147307) Heating and cooling equipment; heating // and cooling load calculations (Chap ) haust systems (Chapter 15) uct systems (Chapter 16) Combustion air (Chapter 17) tiChimney (Chapter 1dvent location 0 and Chapter 1 )terminations Necial fuel -burning equipment (Chapter 19) 7�eBoilerslwaterheaters (Chapter20) V fA Hydronic piping (Chapter 2l) /,' A4 2pecial piping and storage systems (Chapter Solar systems (Chapter 23) Penetrations of fire -resistance rated assem- blies (R317.3) M FUEL GAS (Chapter 24) Application (G2401.1) General regulations (G2404) Appliance location (G2406) A& Air requirements (G2407) Installation (G2408) . Clearances (G2409) Electrical and electrical bonding (G2410, G2411) Water service location and depth (P2603, P2604) Nf-/Sanitary and storm sewer location and depth (P2603, P2604) ev f� Piping support (Table P2605.1) ('r'Sl Listed plastic materials (P2608) lvPlumbing fixtures (Chapter 27) �.�Water heater size and location (Chapter 28) Pipe sing (G2413) Piping materials (G2414) �� piping installation (G2415 and G2419) A.—lT� /Ld� Piping support (G2418 and G2424) Valves, controls, connections (G2420, G2421 and G2422) Venting (G2425 - G2428) Misc appliances (G2423, G2429 - G2453) /and calculations (Chapter 29) V Drain, waste and vent pipe sizing and 6serdi- agram (P3004, P3005, Chapter31) /(/ f14 Sumps and ejectors (P3007) Backwater valves (P3008) r!t Fixture traps (P3201) jv 41' Penetrations of fire -resistance rated assem- blies (R317.3) ELECTRICAL, (Chapters 3/3-42) �✓ Penetrations of fire -resistance rated assem- blies v F d r re uirements and load calculations (E3302.2) �N fI Listed and labeled materials (E3303) ervice equipment and location (E3501, 506) �3rvic ��rvice size and load calculations (E3502) v Available fault current (E3506) System grounding (E3507). Required branch circuits (E3603) ee e q (E3604) Wiring methods (Chapter37) Required lighting and receptacle outlets E38 1, and lighting 2;<Ievices and lighting fixtures (Chapter39) ti / Appliance installation (Chapter40) Swimming pools (Chapter.41) Class remote -control, signaling and power -lim- ited circuits (Chapter 42) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) _ v " Provisions adopted (R102.5) Compliance with Appendix E verified RADON CONTROL MEASURES (Appendix F) Provisions adopted (R102.5) 44 Compliance with Appendix F vedfied -10- SWIMMI,0``; P.O.OLS, SPAS.ANA NOT TUBS_ (APF --1ix G) . Provisions adopted (R102.5) Compliance with Appendix G verified PATIO COVERS (App ndix H) Provisions adopted (R102.5) ' T Compliance with Appendix H verified PRIVATE/tEWAGE DIOOSAL (Appendix 1) adopted (R102.5) SOUND with STRUCT ES(*pendixJ) (Appendix K) with Appendix J Provisions adopted (R102.5) Compliance with Appendix K verified NOTES NOTES (cont'd.) -12- r�� L-Ljl