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HomeMy WebLinkAboutPLAN REVIEW RECORD�= 2015 INTERNATIONAL Plan Review # 1810-0400 RESIDENTIAL CODE® Date: 10/5/18 ' FOR ONE- AND TWO-FAMILY DWELLINGS Valuation: Fee: PLAN REVIEW RECORD. IWA JURISDICTION:. (CrtyCo L/�y,, BUILDING LOCATION: 8359 CALUMET CT, PORT ST LUCIE, FL 34986 (GUEST HOUSE)COVh1'jr (Street address), ;`BUILDING°DESCRIPTION. SFR •V<<RE101EWED�BY `� - "` Numerals indicated m parenthesisare applicable code sections of the 20151ntemationahResidentiar Code (1RC):,The: plan review accomplished',asindicated inthisecord isiimited to those code sections specifically dentified herein This recored references-comdumonly applicable'Code e rebard for, the amount and type of detailed mformatlon which is typically found on cronstruction documents for one and two-family dwellings and townhouses.-lt does °°not�refe[ence aft d7e which may be applicable to specific buildings This record designed tie only by ttio"se knowledgeable° provisions is -to used wtio are �'� �. d = and ce bie of ezercising.competent jdddmi6 f.ir �evalua°ting'consihi6Uon'.doc"' ' 6nti,far ootle oomplia�ice: CORRECTIONS LIST Code No. DESCRIPTION Section MISSING REQUIRED SMOKE ALARM AT BATHROOM R314.3 •• • ! • ••- • '-e e• a e o e -m ISBN 976-1-60983-611-5 - -•--. ...�,. �� .e�® '. • 9IIIIIIIIIIIIIIIIIIIIIIIIIIIIII INTERNATIONAL 6 1 1 5 CODE COUNCIL' -1- CORRECTION LIST (cont'd.) i 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)] Floor live load (Table R301.5) psi Roof live load (Table R301.6) 30 psi Ground snow load psf Ultimate design wind speed 160 mph Wind exposure category (R301.2.1.4) 2-13 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 NEG Frost line depth Termite area VH Decay area Winter design temperature Ice barrier underlayment required Flood hazards 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 throunh R305) Parapets and construction (R302.2.2, R302.2.3) Two-family dwelling separation (R302.3) Dwelling unit penetrations (R302.4) Dwelling/garage opening/penetration protec- tion (R302.5) Dwelling/garage fire separation (R302.6) Under -stair protection (R302.7) X Wall and ceiling finishes (R302.9) X Flame spread index (R302.9.1) X Smoke -developed index (R302.9.2) Testing (13302.9.3, R302.9.4) X Insulation (R302.10) X 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) Fire protection of floors (R302.13) Combustible insulation clearance (R302.14) Use Area (ft') Width Ceiling height' Natural light" Natural ventilation* Living 70 7'-0" T-0" 8% floor area 4% floor area Dining 70 7'-0" T-0" 8% floor area 4% floor area Kitchen N.A. N.A. T-0" 8% floor area 4% floor area Bedroom 70 T-0" T-0" 8% floor area 4% floor area Bathroom N.A. N.A 6'-8" 3 square feet 11/2 square feet ' See Sections R303.1 & R303.3 for mechanical ventilation and artificial light and R303.4 for required whole -house mechanical ventilation. t 6'-8" min. at plumbing fixtures and for non -habitable basements. Required heating (R303.9) SANITATION (R306 and R307) X Water closet X Lavatory X Tub or shower X Kitchen area with sink X Sanitary sewer (Chapter 30) X Private disposal (Appendix /) GLAZING (R308) Identification (R308.1) Louvered windows or jalousies (R308.2) Human impact loads/hazardous locations (R308.3, R308.4) Skylights and sloped glazing (R308.6) -3- BUILDING PLAN GARAGES AND CARPORTS (R309) Floor surface noncombustible; sloped floor (R309.1) 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) X Where required (R310.1) Areas, height, width, operations (13310) Window wells (R310.2.3) Under decks and porches (R310.2.4) Bars, grilles, covers and screens (R310.4) MEANS OF EGRESS (R311) X General (R311.1) X Egress door (R311.2) Landings at exterior doors (13311.3 - R311.3.3) 'Vertical egress (R311.4) Construction land attachment (R311.5) X Hallways (R311.6) Stairway width, headroom -,.vertical rise, walk - line (R311.71 - R311.7.4) Stairway treads, risers profiles (R311.75 - R311.7.5.4) Stairway landings and walking surfaces (R311.7.6, R311.7.7) Handrails required (R311.78) Handrail height, continuity, ,grip -size (R311.7.8.1 - R311.78.4) 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 (R312.1.3) Window fall protection (R312.2) i NING (cont'd.) AUTOMATIC FIRE SPRINKLER SYSTEMS (R313 Townhouses (13313.1) One- and two-family dwellings (R313.2) SMOKE ALARMS (R314) Referenced standards (R314.1) X Location and interconnection (R314.3, R314.4) Power source (R314.6) CARBON MONOXIDE ALARMS (R315) X 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, approval (R316.3 - R316.8) DECAY AND TERMITE PROTECTION (R317 andl R318) Protection required (Table R301.2(1), R317.1, R318.1 Quality mark (R317.2 and R318.1.1) SITE ADDRESS (R319) Address numbers (13319.1) ACCESSIBILITY (R320) Type B dwelling units applicable ELEVATORS/PLATFORM LIFTS (R321) Referenced standards (R321.1 - FLOOD -RESISTANT CONSTRUCTION (R322) General (R322.1) Hazard area and requirements (R301.2.4, R309.3, R322.2, R322 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 - SWIMMING POOLS, SPAS AND HOT TUBS ISPSC (R326.1) 1) .3) -4- 4V FOUNDATIONS (Chapter 4) MATERIALS (R402) Wood foundations (R402.1) Concrete,; compressive strength (R402.2, R402.3) FOOTINGS (R403) X Soil bearing value (R401.4, R403.1) X Footing width I (Tables R403.1(1).- R403.1(3)] 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) X1 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- ameter bolts; within 12" but not less than 7 bolt diameters from ends, 7" embedment (R403.1.6) Footings adjacent to slopes (R403.1.7) i Frost -protected shallow foundations (R403.3) Footings for precast concrete foundations (R403.4) FOUND4TION/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] Horizontaland vertical reinforcement size,and , spacing (Tables 14404.1.2(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) 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) X Structural requirements (R407.3) Anchorage (R407.3) Wood columns (minimum 4" square) (R407.3) Steel columns (minimum 3" diameter, 86ed- , ule 40 pipe) (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) -5- FLOORS (Chapter 5) WOOD JOISTS AND GIRDERS (R502) Species and grade (13502.1) Joists -Sleeping areas, LL= 30 psf [Table R502.3.1(1)] Joists—Nonsleeping areas, LL = 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 (R502.4) Bearing (1.5" minimum on wood or metal; 3" on masonry or concrete) and lapped joists (3") (13502.6, R502.6.1) 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) 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 (13503.3.1) Thickness (R503.3.2) Installation [Table R602.3(1)] TREATED -WOOD FLOORS (ON GROUND) (R50 ' Base course: 4" thick with maximum 3/f. gravel or'/2" crushed stone (R504.2I.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 (R505.1) 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) Support: prepared subgrade; maximu earth fill = 8'; maximum sand 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 (R507.1 - R507.2.4) Plastic composite materials (R507.3) Decking/deck joists (R507.4, R507.5) Deck beams (R507.6) Deck posts, connections, footings (R507.7.1, R507.8) In WALL CONSTRUCTION (Chapter 6) 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)] i 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 [Tables R602.7(1) - R602.7(3) and Figure 13602.7.21 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 R602.10.3(1) and R602.10.3(3)] Minimum length, connections, support, joints, cripple walls (R602.10.5 - R602.10.11) Wall anchorage (SDC C and D) (17602.11) Simplified wall bracing (13602.12) STEEL WALL FRAMING (R603) General (R603.1) Structural framing (13603.2) Material (R603.2.1) Corrosion protection (R603.2.2) Identification (R603.2.4) Fastening (R603.2.5) Wall construction (17603.3 - R603.5) Headers (R603.6) Studs, tracks and structural sheathing (R603.7 - R603.9) SHEATHING (R604 and R605) Wood structural panels (R604) Particleboard (R605) MASONRY CONSTRUCTION (R606 - R610) X General design (13606) Seismic requirements (R606.12) Glass unit masonry (R607) X Exterior concrete wall construction (R608) X Exterior windows/doors (R609) Glass unit masonry (R610) STRUCTURAL INSULATED PANEL WALL CONSTRUCTION (R610) Applicability (R610.2) Materials (R610.3) Wall panels, construction details (R610.4 - R610.10) -7- WALL COVERING (Chapter 7) INTERIOR WALL COVERING (R702) Plaster material (R702.2) Plaster support (R702.2.3) X Gypsum board materials (R702.3.1) Gypsum board support, application and fas- tening (R702.3.2 - R702.3.7) X Ceramic tile (R702.4) Other finishes (R702.5 and R702.6) Vapor retarders (R702.7) EXTERIOR WALL COVERING (R703) X Water-resistive'barrier (R703.2) X Attachment and -minimum thickness [Table R703.3(1)] Wood siding (R703.5) Wood shakes and shingles' (R703.6) Exterior plaster (R703.7) Stone & masonry veneer (R703.8 & Figure R703.8); Steel angle lintels-4" mini'num 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 Of and SDC C or D, maximumarea= 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) Bearing (R802.6) Cutting and notching (R802.7) X Engineered wood products (R802.7.2) Lateral support and bridging (R802.8) Framing of openings (R802.9)' 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 R802.5.1(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) 51 ROOF -CEILING CONSTRUCTION (cont'd.) 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 construction (R804.3) Roof tie -down (R804.3.8) ROOF VENTILATION (R806) Ventilation requirements (R806.1 - R806.5) ATTIC ACCESS'(R807) Access requirements (807.1) ROOF ASSEMBLIES (Chapter 9) ROOF�CLASSIFICATION (R902) Roof covering materials (R902.1) WEATHER PROTECTION (13903) Flashing (R903.2) Coping (R903.3) Roof drainage (R903.4) MATERIALS (R904) XI Compatibility; specifications; physical charac- teristics; identification (R904.2 - R904.4) REQUIREMENTS FOR ROOF COVERINGS (R905) x Underlayment (R905.1.1, R905.1.2) Asphalt shingles (R905.2) X� 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) 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) ROOF INSULATION (R906) General (R906.1) ROOFTOP - MOUNTED PHOTOVOLTAIC SYSTEMS (R907) Materials and installation (R907.1 - R907.5) REROOFING (R908) X Materials and methods (R908.1) Structural support (R908.2) Replacement/re-covering (R908.3, R908.4) ROOFTOP - MOUNTED PHOTOVOLTAIC PANEL SYSTEMS (R909) Materials and installation (R909.1 - R909.3) CHIMNEYS AND FIREPLACES (Chapter 10) MASONRY FIREPLACES (R1001) Hearth extension (R1001.9, R1001.10) Construction Fireplace clearance (R1001.11) (Figure R100i.1 and Table R1001.1) Fireblocking (R1001.12) 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). MASONRY CHIMNEYS (R1003) Construction (Table R1001.1, R1003.2, R1003.3, and Figure R1001.1) Corbeling (R1003.5)