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HomeMy WebLinkAboutPLAN REVIEW RECORD2015 INTERNATIONAL Plan Review # 1811-0110 RESIDENTIAL CODE® Date: 11/20/18 ONE TWO.FAMMY DWELLINGS $372,876.00 FOR --AND Valuation: Fee: $17,465.'38 PLAN REVIEW RECORD , SDC 10SAINT LUCIE COUNTY T " JURI '(City, -County, Township, etc.) BdiLbiNd LOCATION '2705 BENT PINE DR, FORT PIERCE, FL 34951 :(Street address) A V4A;A,_­ -BUILDING" DESCRIPTION : SFR: 4M Q Numerals indicated in parenthesis are applicable code sections octhe 20151'ntemaitioria/'R6.iidenha/Code (/R`C)A fi indicated:.., I „. �ddab- � , in this record is limited to those e-i6ct2hi sOec�d6l[YidohUfiedapplicablehereI ii4core 'reie�in6eg;bo�iorlydodesbctonsud,iibaid biz '" , � 6id6ta!idi.i4oiTail6nvhich'istypically fqqq0oncoqstructohdocdments,orone-and i�fIly�"e�is , notErefereace ail code provisions which may be applicable to speck 4u!dhqi.*s'record is designed to be used only oy,thosp,yho are kiovidgeabld, W16!0f M CORRECTIONS LIST Code No. DESCRIPTION Section NOTRUSS CUT SHEETS THE ENERGY CALCS & DISPLAY CARD NOT SIGNED. I. 1CC Copyright, 2015, International Code Coulncil, Inc. Reproduction by any means is prohibite ISBN 978-1-60983-611-5 'aCnCd the trad0biark, Intennational,Code,-Council,,iand. js,­register,6din is of •thePateni Trademark Office. For a6ditionaf forms, contact: II III IIIII II III III III III INTERNATIONAL INTERNATIONAL CODE COUNCIL, INC' CODE COUNCIL'PHO.NE 1-888-ICC-SAFE -WWW.ICCSA1FE-.ORG ftem No. 01 02PR1 5 -1- rim CORRECTION LIST (cont'd.) I No. DESCRIPTION Code Section I i I I I -2- 11 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) psf Roof live load (Table R301.6) psf Ground snow load psf Ultimate design wind speed mph Wind "exposure category (R301.2.1.4) High wind design criteria applicable (R301.2.1.1) I 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 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) 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) Wall and ceiling finishes (R302.9) Flame spread index (R302.9.1) Smoke -developed index (R302.9.2) Testing (13302.9.3, 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 (13302.12) Fire protection of floors (R302.13) Combustible insulation clearance (R302.14) Use Area (ft2) Width Ceiling heights Natural light* Natural ventilation" Living 70 7'-0" T-0" 8% floor area 4% floor area Dining 70 T-0" T-0" 8% floor area 4% floor area Kitchen N.A. N.A. T-0" 8% floor area 4% floor area Bedroom 70 7'-0" 7'-0" 8% floor area 4% floor area Bathroom N.A. N.A 6'-8" 3 square feet 1'/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' 18" min. at plumbing fixtures and for non -habitable basements. Required heating (R303.9) SANITATION (R306 and R307) Water closet Lavatory Tub or shower Kitchen area with sink I Sanitary sewer (Chapter 30) 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- x BUILDING PLANNING (cont'd.) GARAGES AND CARPORTS (R309) Floor surface noncombustible; sloped floor (R309.1) Carport: open two sides; noncombustible -floo,rs; sloped floor (R309.2) Automatic garage door opener (R309.4) Fire sprinklers (R309.5) EMERGENCY ESCAPE AND RESCUE OPENINGS (R310) 1 Wherearequired (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 (R311) 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 (R311.71 - R311.7.4) Stairway treads, risers profiles (R311.7.5 - R311.7.5.4) Stairway landings and walking surfaces (R311.76, R311.77) Handrails required (R311.7.8) Handrail height, continuity, grip -size (R311.78.1 - R311.7.8.4) Stairway illumination (13303.7, R311.7.9) Special, stairways (R311.710) Ramp slope, landings, handrails (13311.8) 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) AUTOMATIC FIRE SPRINKLER SYSTEMS (R313) Townhouses (R313.1) One- and two-family dwellings (R313.2), SMOKE ALARMS (R314) Referenced standards (R314.1) Location and interconnection (17314.3, 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 (13317 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 (R320.71) 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 (R326) ISPSC (R326.1) -4- FOU FOUNDATIONS (Chapter 4) IIALS (R402) 1No6d foundations: (R402.1) Concrete, :compressive strength (R402.2, R402.3) NGS (R403) Soil'°bearing value' (R401.4, R403.1) Footing width (Tables R403.1(1) - R403.1(3)] Ming 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) h below (outside) grade = 12".minimum; it below -frost line (R403.1.4, R403.1.4.1) II.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) —Frost-protected shallow foundations (R403.3) _Footings for,precast concrete foundations (R403.4) ION/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 -arid 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) Waterproofing if high water table* (R406.2) * If uninhabitable, see Under -Floor Space (R408) COLUMNS (R407) Protection from decay or corrosion (R4071 and R407.2) Structural requirements (R407.3) Anchorage (R407.3) Wood columns (minimum 4" square) (R4073) Steel columns (minimum 311.diameter, Sched- ule 40 pipe) (R4073) 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 (R502.1) Joist Is Sleeping,areas, LL = 30 psf (Table R502.3.1(1)] Joists,r—Nonsleeping areas, LL = 40 psf [Table R502.3.1(2)] Cantilevered joists [fables R502.3.3(1) and R502.3.3(2)] l Girder, and header spans (Tables R602.7(1) - R602.7(3)] Joists Ilunder bearing partitions (R502.4) Bearing (1.5" minimum on wood or metal; 3" on masonry or concrete) and lapped joists (31') (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 (R503.3.1) Thickness, (R503.3.2) Installation [Table R602.3(1)] TREATED -WOOD FLOORS (ON GROUND) (R5041� Base course: 4" thick with maximum 1/4! gravel or'/z" crushed stone (R504.2.1) I 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) Corrosion protection. (R505.2.2) Identification (R505.2.4) Fastening (R505.2.5) Floor construction (R505.3) CONCRETE FLOORS (ON GROUND) (R506) Thickness: 31/2" minimum; Concrete str (R506.1) Support: prepared subgrade; maximum fill=,8"; maximum sand or;gravel fill (R506.2.1) Base course: 4" graded with 2" maxims aggregate (R506.2.2) Vapor retarder (R506.2.3) 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) I Deck beams (R507.6) i Deck posts, connections, footings (R507.7.1, R507.8) M -ti WALL CONSTRUCTION (Chapter 6) i WOO 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: 211 x 3 at 24" o.c. or 211 x 4" flat at 16" o.c.. (R602.5) TDrilling and notching —studs (R602.6) I Drilling and notching —top plate (13602.6.1) Headers.(Tab/es 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 R602.10.3(1) and R602.10.3(3)] Minimum length, connections,'support, joints, cripple walls, (R602.10.5 - R602.10.11) i Wall anchorage (SDC C and D) (13602.11) Simplified wall bracing. (R602.12) STEEL WALL FRAMING (R603) General (R603.1) Structural framing (R603.2) i 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) SHEATHING (11604 and'R605) Wood structural panels (R604) Particleboard (R605) MASONRY CONSTRUCTION (R606 - R610) General design (R606) Seismic requirements (R606.12) Glass unit masonry (R607) Exterior concrete wall construction. (R608) Exterior windows/doors_ (R609) Glass unit masonry (13610) 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) Gypsum board .materials (R702.3.1) 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 shakes and 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 6r"#22 0.8. gage by'/8" corrugated metal; horizontal andvertical spacing; 267 square,feet. maximum area'supported (Wind > 30 psf. And SD.C' C "or D, maximum` 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 (17802.3.1) 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) Engineered wood products (R802.7.2) Lateral support and bridging (R802.8) Framing of openings (R802.9) Wood trusses (R802.10) 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 Thickness FRTW allowable stresses/grading Allowable spans [Table R503.2.1.1(1)] Installation (R803.2.3) n ROOF -CEILING CONSTRUCTION (cont'd.) STEEL ROOF FRAMING (R804) General (R804.1) Structural framing (R804.2) Material (13804.2.1) Corrosion protection (R804.2.2) Identification (R804.2.3) I 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 (8071) ROOF ASSEMBLIES (Chapter 9) 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) 1 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 (13905.13) NOA / PA Sprayed polyurethane foam roofing (R905.14) NOA / PA Liquid -applied roofing (R905.15) NOA / PA Photovoltaic shingles (13905.16) ROOF INSULATION (R906) General (17906.1) ROOFTOP - MOUNTED PHOTOVOLTAIC SYSTEMS (R907) Materials and installation (139071 - R907.5) REROOFING (R908) 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) 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) MASONRY CHIMNEYS (R1003) Construction (Table R1001.1, R1003.2, R1003.3, and Figure R1001.1) Corbeling (R1003.5) In