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HomeMy WebLinkAboutPLAN REVIEW RECORD-'PlawReview# 2009 INTERNATIONAL.. AL �COD SII)ENT'L -,T'w �;"F - 'D L 'TOWOP AND W I -,�&-'kWNvRjVV Ww'"RECOR-D Al 0. t ffip�' tav �g .4 W, Fog V Wd&0614�, Map "r a T clinta jb�d, i V�. CORRECTION LIST Code No. DESCRIPTION Section SCANNED BY 06110 CORRECTION LIST Code No. DESCRIPTION Section F-1 M NOTE: Entries to this Plan Review Record that afield check or Inspection of the Installation must be coordina i the Inspection phase (11109) of the prOject. DESIGN CRITERIA (Table R301.2(l)] Floor live load (Table R301.5) BUILDING PLANNING (Ch t r 3) /KTM o-family dwelling separation (R302.3) Psf Dwelling unit penetrations (R302.4) Roof live load (Table R301.6) psf Dwelling/garage opening/penetration protec- Ground snow load N11r - psf tion (R302.5) Basic wind speed Wind exposure category (R301.2.1.4) High wind design criteria applicable (R301.2. 1. 1) mph Dwelling/garage fire separation (R302.6) _A�/�Under-stair protection (R302.7) Wall and ceiling finishes (R302.9) 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 r F equired Allir Flood hazards FIRE -RE_ - CONS RUCTION (R302) _4�Extefirior walls (R302. 1, Table R302. 1) Jim— 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) 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 (fil Width Average cellinql Minimum ceflincil Natural* light Natural ventilation* Living 120 7'-0" T-0" 5�_011 8% floor area 4% floor area Dining 70 T__0. 7�O" 51-01, 8% floor area 4% floor area Kitchen N.A. N.A, 7'�-()" 5�011 8% floor area 4% floor area Bedroom 70 T-0" 7'-0" 51-01, 8% floor area 4% floor area Bathroom N.A. N.A 7'-0" 6�_011 3 square feet 1 % 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) rater closet L Lavatory Tub or shower TL Keitchen area with sink S, Sanitary sewer (Chapter 30) P Py rivate disposal (Appendix 1) Gl��ZING (R308) Identification (R308.1) Louvered windows or jalousies (R308.2) _!��Human impac't loads/hazardous locations (R308.3, R308.4) Skylights and sloped glazing (R308.6) -3- BUILDING PLANNING (cont'd.) GAR�GES AND CARPORTS (R309) VV 4ff Floor surface noncombustible; sloped floor (R309 ' 1) 144 Carport: open two sides; noncombustible Axfloors; sloped floor (R309.2) Automatic garage door opener (R309.4) EMERGENCY ESCAPE AND RESCUE OPENINGS (R31 0) 1 Where required (R310. 1) Areas, height, width, operations (R3 10. 1. 1 - R310.1.4) Window wells (R310.2) Bars, grilles, covers and screens (R310.4) AW: Under decks and porches (R310.5) MEANS OF EGRESS (R311) General (R31 1. 1) Egress door (R311.2) Pinr/.4'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 (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 (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) _WReferenced standards (R314. 1, R314.2) Location and interconnection (R314.3) Power source (R314.4) V , . CARBON MONOXIDE ALARMS (R315) _eIZkONew construction (R315. 1) &1/0 Existing construction (R315.2) ��Referenced standard (R315.3) V_ FOAM PLASTIC (R302.8, R316) M/41- Labeling (R316.2) A/0P Surface burning, thermal barrier, specific 7� approval (R316.3 - R316.7) DECAY AND TERMITE PROTECTION (R317 and R318) E490;rotection required (Table R301.2(l), R317. 1, 8. eAr' - 2 and R318. 1. 1) Quality mark (R317. SITE ADDRESS (R319) _:;r�eddress numbers (R319.1) ACCESSIBILITY (R320) #,It -Type B dwelling units applicable (R320.1) ELEV�TORS/PLATFORM LIFTS (R321) %eferenced standards (R321.1 - R321.3) FLOOD -RESISTANT CONSTRUCTION (R322) _&/eGeneral (R322.1) Hazard area and requirements (R301.2.4, R309.3, R322.2, R322.3) Design professional (R322.3.6) STOqM SHELTERS (R323) )AGeneral and referenced standard (R323. 1) 10 FOUNDATIONS (Chapter 4) MATERIALS (R402) 4/4--concrete foundation walls (R404.1.2) rile Wood foundations (R402. 1) Wall height, unbalanced backfill, nominal thickness [Tables R404.1.2(2) - aiiconcrete, compressive strength (R402.2) R404.1.2(8), R404-1.5-21 FOOTINGS (R403) Horizontal and vertical reinforcement size and spacing [Tables R404.1.2(l) - R404.1.2(8), oil bearing value (R401.4, R403. 1) R404.1.2.2, R404.1.2.3.7] Footing width (see page 5) Footing edge thickness = 6" minimum; footing projection = 2" minimum, but!� footing thickness (R403. 1. 1) YI/rFootings in SDC C or D (R403.1.2, R403.1.3 &and R403.1.6. 1) /PIC epth 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 concretelmasonry = 1/," 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) FOUNDATION WALLS (R404 - R406) _VV/WMasonry foundation walls (R404.1. 1) ItWall height, unbalanced backfill, nominal thickness [Tables R404. 1. 1(1) - R404.1.1(4), R404.1.5. 1] Reinforcement size and spacing Fables R404.1.1(2) - R404.1.1(4)] 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 are below grade* (R405) Soil class (Table R405. 1) Dampproofing if basements are below grade* (R406. 1) Waterproofing if high water table* (R406.2) * If uninhabitable, see Under -Floor Space (R408) COLUMNS (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 MINIMUM WIDTH OF CONCRETE. PRECAST OR MASONRY FOOTINGS (Inches? T__ LOAD -BEARING VALUE OF SQIL (psf) 1 1,500 2,000 1 000 > 4,000 Conven ona n rame construction 1-story 12 12 12 2-story 16 12 12 12 3-story 23 17 1 12 12 4-Inch brick veneer over liaht frame or 8- nc 0 ow concre e masonry — 1-story 12 12 12 12 2-story 21 16 12 12 3-story 32 24 16 12 8-Inch solid or u v arou e mosonm 1-story 16 12 T_ 12 2-story 29 14 12 1 — 3-story 42 32 21 1 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- FOUNDATIONS (cont'd.) UNDf �-FLOOR SPACE (R408) Ventilation (R408. I and R408.2) Unvented crawl space (R408.3) Access (R408.4) FLOORS (Chapter 5) Removal of debris (R408.5) Finished grade (R408.6) Flood resistance (R408.7) ,1STS AND GIRDERS (R502) PARTICLEBOARD UNDERLAYMENT (R503.3) Species and grade (R502. 1) Grade (R503.3. 1) Joists - Sleeping areas, LL = 30 psf Thickness (R503.3.2) [Table R502.3. 1 (1)] f Installation [Table R602.3(l)] Joists - Nonsleeping areas, LL = 40 psf [Table R502.3.1(2)] TREATI�D-WOOD FLOORS (ON GROUND) (R504) Cantilevered joists [Tables R502.3.3(l) and R502.3.3(2)] Girder spans and header spans for exterior bearing walls [Table R502.5(f)] 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") (R50Z6, R50Z6.1) 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) LWBER FLOOR SHEATHING (R503.1) 4 Allowable span (Table R503. 1) 'J_Er d 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(l) and R503.2.1.1(2)] Installation [Table 602.3(l)] Base course: 4" thick with maximum 114" gravel or 1/2" crushed stone (R504.2. 1) Moisture barrier: placed over base course (R504.2.2) Materials (R504.3) OOR 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) CONCRETE FLOORS (ON GROUND) (R606) A�Ohickness: 31/2" minimum; Concrete strength (R506. 1) A�upport: prepared subgrade; maximum earth fill = 8"; maximum sand or gravel fill = 24" (R506.2. 1) _4��Base course: 4" graded with 2" maximum aggregate (13506.2.2) rVapor retarder (R506.2.3) Y - Reinforcement support (R506.2.4) V 51 I M. WALL CONSTRUCTION (Chapter 61' GENERAL (R601) Design (R601.2) Component and cladding wind loads [Table R301.2(2)] Vapor retarders (R601.3) )NSTRUCTION (R602) Construction [Figures R602.3(l) 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 ITables R502.5(l), 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(l)] Bracing based on SDC ITable R602.10.1.2(2)] Intermittent bracing methods (R602.10.Z 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 LWALL FRAMING (R603) 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) =G (13604 and R695) d structural panels (R604) cleboard (R605) SONIR'Y CONSTRUCTION (R606 - R610) NR General design (R606) _NxSDC C and D (R606.12) f�wp' Unit masonry (R607) Multiple wythe masonry (R608) L&Ar %Grouted masonry (R609) Glass unit masonry (R610) EXTERIOR CONCRETE WALL CON,$TRUCTION (R611) YVIAI 'Applicability (R611.2) Concrete wall systems (R611.3) Stay -in -place forms (R611.4) Materials, construction details (R611.5 - R61 1. 10) I EXTERIOR WINDOWS & DOORS (R612) 441�General; window sills; performance; testing and labeling (R612) STRUCTURAL INSULATED PANEL WALL TCON RUCTION (R613) Applicability (R613.2) Materials (R613.3) Wall panels, construction details (R613.4 - R6.13. 10) -7- WALL COVERING (Chapter 7) INTERIO R WALL COVERING (R702) Wood shakes and shingles (R703.5) Plaster material (R702.2) #1 la-0 Exterior plaster (R703.6) Plaster support (R702.2.3) Gypsum board material (R702.3. 1) Gypsum board support, application and fastening (R702.3.2 - R702.3, 8) Ceramic tile (R702.4) Other finishes (R702.5 and R702.6) EXTE'l 'ING (R703) OR WALL COVE:� Water-resisfive barrier (R703.2) Wood siding (R703.3) Attachment and minimum thickness (Table R703.4) GENERAL (R801) 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 1/8" 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) Design (R801.2 and R801.3) Component and cladding wind loads [Table R301.2(2)] ROOF FRAMING (R802) Fire -retardant -treated wood (R802.1.3) Framing details (R802.3) Rafter tie (R802.3. 1) Collar ties (4'o.c., in upper third of affic) (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) Lateral support and bridging (R802.8) Framing of openings (R802.9) Nood trusses (R802. 10) Roof tie -down (R802.11) CEILING JOISTS [Tables R802.4(l), R802.4(2)] Without affic storage, LL = I Opsf With attic storage LL = 20psf Spacing Species Grade Span Size [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 HclHR; Adjustment factor RPOF SHEATHING (R803.2) TGrade E Thickness IFRTW allowable stresses/grading Allowable spans [Table R503.2. 1. 1(1)] Installation (R803.2.3) 0 i;HIMNEYS AND FIREPLACES (cont'd.-i' Changes in dimension (RIO03.6) Additional load (RIO03.8) Termination (R1003.9) 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) (RIO03.14) Flue area (masonry fireplace) (R1003.15) Inlet (R1003.16) Cleanout opening (RIO03.17) Chimney clearance (RIO03.18) Fireblocking (R1003.19) Chimney crickets (R1003.20) FACTORY -BUILT FIREPLACES (R1004) Listed and labeled (R1004. 1) installation (R1004.2) FACTORY -BUILT CHIMNEYS (R1005) Listed and labeled (RIO05.1) Installation (R1005.3 and R1005.4) EXTERIOR AIR SUPPLY (R1006) Intake size (R1006.Z R1006.4) I ENERGY EFFICIENCY* (Chapter 11) Compliance; material and equipment Building envelope (NI102) (N1101.Z N1101.3) Mechanical systems (NI103) Climate zone (Table N1101.2) *See energy conservation plan review record MECHANICAL (Chapters 12-23) Appliance labeling (M130Z M1303) Appliance access (M1305, M1401) Appliance installation (M1307) 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 reg ulations (G2404) Appliance location (G2406) Air requirements (G2407) Installation (G2408) Chimney and vent location and terminations (Chapter 10 and Chapter 18) Special fuel -burning equipment (Chapter 19) Boilers/water heaters (Chapter 20) Hydronic piping (Chapter 21) Special piping and storage systems (Chapter 22) Solar systems (Chapter 23) Penetrations of fire -resistance rated assem- blies (R302.4, R302.5) FUEL GAS (Chapter 24) Clearances (G2409) Electrical and electrical bonding (G2410, G2411) Pipe sizing (G2413) Piping materials (G2414) 51111 FUEL GAS (cont'd) Piping installation (G2415 and G2419) Venting (G2426 - G2429) Piping support (G2418 and G2424) Misc appliances (G2423, G2425, G2430 - G2453) Valves, controls, connections (G2420, G2421 and G2422) PLUMBING (Chapters 25-33) Water service location and depth (P2603, P2604) Sanitary and storm sewer location and depth (P2603, P2604) Piping support (Table P2605.1) Listed plastic materials (P2608) Plumbing fixtures (Chapter 27) Water heater size and location (Chapter 28) Water supply and distribution system design and calculations (Chapter 29) Dwelling unit fire sprinkler systems (P2904) _N FPA 13D system (P2904. 1) Temperature rating (P2904.2. 1, P2904.2.2) Freezing protection (P2904.2.3) -Sprinkler coverage (P2904.2.4) Piping materials (P2904.3) Flow rates (P2904.4. 1, P2904.4.2) Water supply capacity (P2904.5.2) -Pipe sizing (P2904.6) Drain, waste and vent pipe sizing and riser diagram (P3004, P3005, Chapter 31) Sumps and ejectors (P3007) Backwater valves (P3008) Fixture traps (P3201) Storm drainage (Chapter 33) Penetrations offire-resistance rated assem- blies (R302.4, R302-5) ELECTRICAL (Chapters 34-43) Penetrations of fire -resistance rated assem- Wiring methods (Chapter 38) blies (E3402.2) Required lighting and receptacle outlets Listed and labeled materials (E3403) (E3901, E3903) Service equipment and location (E3405, E3601,E3606) Service size and load calculations (E3602) Available fault current (E3606) System grounding (E3607) Required branch circuits (E3703) Feeder requirements and load calculations (E3704) Ground -fault and arG-fault circuit -interrupter protection (E3902) Devices and lighting fixtures (Chapter 40) Appliance installation (Chapter4l) Swimming pools (Chapter 42) Class 2 remote -control, signaling and power -lim- ited circuits (Chapter 43) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) Provisions adopted (R102.5) Compliance with Appendix E verified R�L-j'ON CONTROL MEASURES (Appendix-�:) 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) Compliance with Appendix H verified PRIVATE SEWAGE DISPOSAL (Appendix 1) Provisions adopted (R102.5) Compliance with Appendix I verified EXISTING BUILDINGS AND STRUCTURES (Appendix J) Provisions adopted (R102.5) Compliance with Appendix J verified SOUND TRANSMISSION (Appendix K) Provisions adopted (R102.5) Compliance with Appendix K verified HOME DAY CARE—R-3 OCCUPANCY (Appendix M) Provisions adopted (R102.5) Compliance with Appendix M verified -12-