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HomeMy WebLinkAboutPlan Review Record2015 INTERNATIONAL Plan Review# 1811-0076 RESIDENTIAL CODE Date: 10/16/18 FOK ONE. AND TWOs-FAMILY-DWELLINGS Valuation: Fee: PLAN REVIEW RECORD.: IJURISQICT110k"., County OW shlp'etc .) F A 22 '�R "- BUILDING,LOCATION. 01 N'4 ,DST PIERCE; fL,34946 -7 -nIF-StAIPTION.- F �-S R��' 4� "3 z4v JW10- REYIEWED3 BYv �2,- L',,ik 4, Numerals ind�catgd �n parenthesis Residential The pia review accomplished as Indicated' qT 'Tept904 A,which N11"(LRC) dq1 with due regard for, the amount Q, 0detailed ! Information A �, r " 0a ngp A0=1 -✓ %emhoare,knowiedgpable " apdacapabl� of exercising mil1409MOOV = , r 1 P CORRECTIONS LIST Code No. DESCRIF TION Section NEEDTO COMPLY WITH 2017 FBC R314.3 #4 1 MASTER BATHROOM) SMOKE ALARMS PLEASE FURNISH TWO ENEGRY CALULATIONS WITH THE ORIGINAL SIGNATURES GRADE NEEDS TO COMPLY WITH SECTION R401.3 DRAINAGE MISBN 978-1-60983-611-5 , , ."Or II 1 U 9 781609 83;115 r.� CORRECTION LIST (cont'd.) No. DESCRIPTION Code 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)] Parapets and construction Floor live load (Table R301.5) psf (R302.2.2, R302.2.3) Roof, live load (Table R301.6) psf Two-family dwelling separation (R302.3) Ground snow load psf Dwelling unit penetrations (R302.4) Ultimate design wind speed Wind exposure category (R301.2.1.4) High wind design criteria applicable (R301.2.1.1) 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 required Flood hazards mph FIRE-RESISTANT CONSTRUCTION (R302) Exterior walls [R302.1, Tables R302.1(1) and R302.1(2)] Townhouse separation (R302.2) Continuity and structural independence (R302.2.1, R302.2.4) ROOM PLANNING REQUIREMENTS (R303 through R305) Dwelling/garage opening/penetration protec- tion (R302.5) Dwelling/garage fire separation (R302.6) Under -stair protection (R302.7) 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 (13302.10.3, R302.10.4) Testing (R302.10.5) Fireblocking (R302.11) Draftstopping (R302.12) Fire protection of floors (R302.13) Combustible insulation clearance (13302.14) Use Area (ft2) Width Ceilino height' Natural light* Natural ventilation* Living 70 T-0" 7' 0" 8% floor area 4% floor area Dining Kitchen 70 N.A. 7'-0" T 0" 8% floor area 4% floor area N.A. 7'L 0" 8% floor area 4% floor area Bedroom. 70 T-0" 7'L 0" 8% floor area 4% floor area Bathroom N.A. N.A 6'1 8" 3 square feet 11/2 square feet ' See Sections R303.1 & R303.3 for mechanical ventilation and artificial light a nd R303.4 for required whole -house mechanical ventilation. t 6'-8" min. at plumbing fixtures and for non -habitable basements. Required heating (R303.9) (GLAZING (R308) SANITATION (R306 and R307) Identification (R308.1) Water closet Louvered windows or jalousies (R308.2) Lavatory Human impact loads/hazardous locations Tub or shower (R308.3, R308.4) � Kitchen area with sink Skylights and sloped glazing (R308.6) j Sanitary sewer (Chapter 30) Private disposal (Appendix /) -3- BUILDING PLANNING (cont'd.) GARAGES AND CARPORTS (R309) AUTOMATIC FIRE SPRINKLER SYSTEMS (R313) Floor surface noncombustible; sloped floor Townhouses (R313.1) (R309.1) One- and two-family dwellings (R313.2) Carport: open two sides; noncombustible floors; sloped floor (R309.2) Automatic garage door opener (R309.4) Fire sprinklers (R309.5) EMERGENCY ESCAPE AND RESCUE OPENINGS (R310) Where required (R310.1) Areas, height, width, operations (R310) Window wells (R310.2.3) Under decks and porches (R310.2.4) Bars, grilles, covers and screens (R310.4) MEANS OF EGRESS (11311) 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, vertical rise, walk - line (R311.7.1 - R311.7.4) Stairway treads, risers profiles (R311.7.5 - R311.7.5.4) Stairway landings and walking surfaces (R311.7.6, R311.7.7) Handrails required (R311.7.8) Handrail height, continuity, grip -size (R311.7.8.1 - R311.7.8.4) Stairway illumination (R303.7, R311.7.9) Special stairways (R311.7.10) Ramp slope, landings, handrails (R311.8) GUARDS AND WINDOW PROTECTION (R312) Required for open -sided surfaces, stairs, ramps and landings > 30" above floor/ grade (R312.1.1) Height - 36" (R312.1.2) Opening limitations (13312.1.3) Window fall protection (R312.2) SMOKE ALARMS (R314) Referenced standards (R314.1) Location and interconnection (R314.3, R314.4) Power source (R314.6) CARBON MONOXIDE ALARMS (R315) New construction (R315.1, R315.2) Existing construction (R315.2.2) Referenced standard (R315.6) FOAM PLASTIC (R302.8, R316) Labeling (R316.2) Surface burning, thermal barrier, specific approval (R316.3 - R316.8) 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 ADDRESS (R319) Address numbers (R319.1) ACCESSIBILITY (R320) Type B dwelling units applicable (R320.1) ELEVATORS/PLATFORM LIFTS (R321) Referenced standards (R321.1 - R321.3) FLOOD -RESISTANT CONSTRUCTION (R322) General (R322.1) Hazard area and requirements (R301.2.4, R309.3, R322.2, R322.3) Design professional (R322.3.6) STORM SHELTERS (R323) General/referenced standard (R323.1) SOLAR ENERGY SYSTEMS (R324) System, installation, access (R324.2 - R324.7) MEZZANINES (R325) Area, egress, openness (R325.2 - R325.5) SWIMMING POOLS, SPAS AND HOT TUBS (11326) ISPSC (R326.1) -4- r FOUNDATIONS (Chapter 4) MATERIALS (R402) Wood fouritlationp, (R402:1) Concrete, 'compressive strength (R402.2, R402.3) FOOTINGS (R403) x ...Soil bearing�value (R401.4, R403.1) x `Footing width, (Tables R403.1(1) - R403.1(3)] X Footing.edge thickness; footing, projection = 2" minimum', but <_ footing •thickness (R403.1.1) Footings in SDC and D (R403:1.2 and R403.1.6.1) :Depth below (outside) grade = 12" minimum; but below frost line (R403.1.4, R403.1.4.1) Sill plate bolting-in`concrete/masonry ='/2" di arrieter,bolts, Within, 12"°but not less than 7 bolt diameters from ends, 7" embedment (R403.1.6) Footings adjacent to slopes (R403.1.7) Frost -protected shallow foundations (R403.3) Footings -for precast concrete.foundations (R403.4) FOUNDATION/RETAINING WALLS (R404 - R406) :Masonry foundation walls (R404.1.2) Wall'height, unbalanced backfill, nominal 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 (R404.1.3) .Wall height; unbalanced backfill, nominal thickness (Tables R404.1.2(1) - R404.1.2(8), R404.1.5.2] Horizontal and vertical reinforcement size and. spacing (Tables R404.1.2(1) - R404.1.2(8), R404.1.3.2, R404.1.3:3.7] Stay -in -place forms (R404.1.3.3.6.1) SDC D provisions (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) WaterproofingV high water table* (R406.2) If uninhabitable, see Under -Floor Space (R408) MNS (R407) Protection from decay.or corrosion. (R4071 and R407.2) , Structural requirements (R407.3) Anchorage (R4073) Wood columns (minimum4" square) (R407.3) Steel columns (minimum 3" diameter.,. Sched- ule 40 pipe) (R4073) NDER-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) -5- FLOORS (Chapter 5) WOOD JOISTS AND GIRDERS (R502) Species and grade (R502.1) Joists— Sleeping- areas, LL = 30 psf [Table R502.3.1(1)] Joists' Nonsleeping areas, ILL = 40 psf [Table R502.3.1(2)] Cantilevered joists (Tables R502.3.3(1) and R502.3.3(2)] Girder and header spans (Tables R602.7(1) - R602.7(3)] Joists under bearing partitions (13502.4) Bearing (1.5" minimum on wood or metal; 3" on masonry or concrete) and lapped joists (311) (R502.6, R502.6. 1) —Lateral- restraint and bridging (R502.7, R502.71) Drilling and notching (R502.8) Fastening`(R502.9) Framing of openings (R502.10) Wood trusses (13502.11) Draftstopping (R502.12) LUMBER FLOOR SHEATHING (R503.1) Allowable span (Table R503.1) End joints (17503.1.1) 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 (17503.3.1) 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'/Z" crushed stone (R504.2.1) Moisture barrier: placed over base course (R504.2.2) Materials (13504.3) STEEL FLOOR FRAMING (R505) Cold -formed steel; applicability limits; in -line framing (13505.1) Structural framing (R505.2) Material (13505.2.1) Corrosion protection (R505.2.2) Identification (R505.2.4) Fastening (R505.2.5) Floor construction (R505.3) CONCRETE FLOORS (ON GROUND) (R506) x Thickness: 31/2' minimum; Concrete°strength (R506.1) x Support: prepared subgrade; maximum earth fill .= 81,1; maximum §and .or gravel fill = 24". (R506.2.1) Base course: 4" graded with 2" maximum aggregate (R506.2.2) x Vapor retarder (R506.2.3) x Reinforcement support (R506.2.4) EXTERIOR DECKS (R507) Support, attachment (13507.1 - R507.2.4) Plastic composite materials (R507.3) Decking/deck joists (R507.4, R507.5) Deck beams (R507.6) Deck posts;, connections, footings (17507.7.1, R507.8) 1. WALL CONSTRU WOOD CONSTRUCTION (R602) Construction (Figures R602.3(1) and R602.3(2)] Stud grade (R602.2) Design/construction. (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 (13602.6) Drilling and notching —top plate (R602.6.1) Headers (Tables R602.7(1) - R602.7(3) and Figure R602.7.21 Fireblocking (R602.8, R302.11) Cripple walls (R602.9) :Wall bracing, lines, panels (R602.10.1, R602.10.2) Required length of bracing, method (R602.10.3, R602.10.4, Tables R602. f0.3(i) and R602.10.3(3)] Miri,mum 'length,,connections, support, joints, 'Cripple walls (R602.10.5 - R602.10.11) Wall anchorage (SDC C and D) (R602.11) Simplified wall bracing (R602.12) STEEL WALL FRAMING (R603) General (13603.1) Structural framing (R603.2) .r 'ION (Chapter 6) Material (R603.2.1) Corrosion protection (R603.2.2) Identification (R603.2.4) Fastening (R603.2.5) Wall construction (R603.3 - R603.5) Headers (R603.6) Studs, tracks and structural sheathing (R603.7 - R603.9) kTHING (R604 and R605) Wood structural panels (R604) Particleboard (R605) JNRY CONSTRUCTION (R606 - R610) x General design (R606) Seismic requirements (R606.12) Glass unit masonry (R607) x Exterior concrete wall construction (R608) x Exterior windows/doors (R609) Glass unit masonry (R610) ICTURAL INSULATED PANEL WALL 3TRUCTION (R610) Applicability (R610.2) Materials (R610.3) Wall panels, construction details (R610.4 - R610.10) IV4 WALL COVERING (Chapter 7) INTERIOR WALL COVERING (R702) Plaster material (R702.2) Plaster support (R702.2.3) x Gypsum board materials (13702.3.1) Gypsum board support, application and fas- tening (R702.3.2 - R702.3.7) Ceramic tile (R702.4) Other finishes (R702.5 and R702.6) Vapor retarders (R702.7) EXTERIOR WALL COVERING (R703) Water -resistive barrier (R703.2) Attachment and minimum thickness. [Table R703.3(1)] Wood siding (R703.5) Wood shakesand shingles (R703.6) Exterior plaster (R703.7) Stone & masonry veneer (R703.8 & Figure R703.8); Steel angle lintels-4" minimum bearing each end (R703.8.3) Veneer. ties: #9 U.S..gage wire,or- #22 U.S. gage by'/e" corrugated. metal; horizontal and vertical spacing;.2.67 square feet maximum area supported (wind > 30-psf and SDC C or D, maxirrium.area = 2 square feet) (R703.8.4.1) Flashing (R703.4 and R703.8.5) Exterior insulation and finish systems (R703.9) Fiber cement siding (R703.10) Vinyl siding (R703.11) Other sidings (R703.12 - R703.17) ROOF -CEILING CONSTRUCTION (Chapter 8) WOOD ROOF FRAMING (R802) Fire -retardant -treated wood (R802.1.5) Framing. details (R802.3) Rafter ties (R802.3.1) Collar ties (4' o.c., in upper third of attic) (R802.3.1) Purlins (2" x 4" at 4' o.c. minimum) (Figure R802.5.1, R802.5.1) x Bearing (R802.6) Cutting and notching (R802.7) Engineered wood products (R802.7.2) Lateral support and bridging (R802.8) Framing of openings (13802.9) x Wood trusses (R802.10) x Roof tie -down (R802.11) CEILING JOISTS [Tables R802.4(1), R802.4(2)] Without attic storage, LL = 10psf With attic storage LL = 20psf Spacing Species and grade Span Size RAFTERS [Tables 11$02.5.1(1) - R802.5.1(8)] Ground snow load/LL = 20.psf Controlling design (LL or snow) Ceiling not attached/ceiling attached Spacing Species and grade Span Size Hc/HR; Adjustment factor ROOF SHEATHING (R803.2) Grade x Thickness FRTW allowable stresses/grading x Allowable spans [Table R503.2.1.1(1)] x Installation (R803.2.3) -8- ROOF -CEILING CO STEEL ROOF FRAMING (R804) General (R804.1) Structural framing (R804.2) Material (R804.2.1) Corrosion protection (R804.2.2) Identification (R804.2.3) Fastening (R804.2.5) ROOF ASSEMB ROOF CLASSIFICATION (R902) Roof covering materials (R902.1) WEATHER PROTECTION (R903) Flashing (R903.2) Coping (R903.3) Roof drainage (R903.4) MATERIALS (R904) Compatibility; specifications; physical charac- teristics; identification (R904.2 - R904.4) REQUIREMENTS FOR ROOF COVERINGS (R905) Underlayment (R905.1.1, R905.1.2) Asphalt shingles (R905.2) Clay and concrete tile (R905.3) Metal roof shingles (R905.4) Mineral -surfaced roll roofing (R905.5) Slate shingles (R905.6) Wood shingles (R905.7) Wood shakes (R905.8) Built-up roofs (R905.9) RUCTION (cont'd.) Roof construction (R804.3) Roof tie -down (R804.3.8) ROOF VENTILATION (R806) Ventilation requirements (R806.1 - R806.5) ACCESS (R807) Access requirements (807.1) (Chapter 9) NOA / PA Metal roof panels (R905.10) NOA / PA Modified bitumen roofing (R905.11) NOA / PA Thermoset single -ply roofing (R905.12) NOA / PA Thermoplastic single -ply roofing (R905.13) NOA / PA Sprayed polyurethane foam roofing (R905.14) NOA / PA Liquid -applied roofing (R905.15) NOA / PA Photovoltaic shingles (R905.16) INSULATION (R906) General (R906.1) P - MOUNTED PHOTOVOLTAIC SYSTEMS (R907) -Materials and installation (R907.1 - R907.5) EROOFING (R908) x Materials and methods (R908.1) Structural support (R908.2) Replacement/re-covering (R908.3, R908.4) )FTOP - MOUNTED PHOTOVOLTAIC EL SYSTEMS (R909) Materials and installation (R909.1 - R909.3) CHIMNEYS 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 R1001.6) Steel fireplace units (R1001.5.1) Lintel (noncombustible) (R1001.7) Hearth extension (R1001.9, R1001.10) Fireplace clearance (R1001.11) Fireblocking (R1001.12) I MASONRY CHIMNEYS (R1003) Construction (Table R1001.1, R1003.2, R1003.3, and Figure R1001.1) Corbeling (R1003.5) -9-