HomeMy WebLinkAboutPLAN REVIEW RECORDj
2015 INTERNATIONAL
Plan Review.#,1810-0021
RESIDENTIAL CODE®
Date: 10/15/18
FOR -ONE- AND TWO-FAMILY DWELLINGS Valuation: . OA
� pr "5e. PLAN REVIEW RECORD Fee:
Y46
JURISDICTION:'
2015 INTERNATIONAL
Plan Review.#,1810-0021
RESIDENTIAL CODE®
Date: 10/15/18
FOR -ONE- AND TWO-FAMILY DWELLINGS Valuation: . OA
� pr "5e. PLAN REVIEW RECORD Fee:
Y46
JURISDICTION:'
BUILDING
BUILDINGDESCRIPTION:
-Townsh (City Cou�ity,,, ip, etc.).,
LOCATION-, - 10651 PINENEEDLE DR, FORT PIERCE, FL 34945
771 (street addre §S)
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' REVIEWED
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CORRECTIONS LIST
No.
DESCRIPTION
Code
Section
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CORRECTION LIST (cont'd.)
No. DESCRIPTION Code
Section
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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.
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BUILDING PLANNING (Chapter 3)
DESIGN CRITERIA [Table R301.2(1)]
Floor live load (Table R301.5) 75 psf
Roof live load (Table R301.6) 30 psf
Ground snow load psf
Ultimate design wind speed 160 mph
Wind exposure category (R301.2.1.4) II-B
Highl wind design criteria applicable
(R301.2.1.1)
Seismic design category (SDC)
[Figure R301.2(2)]
SDCIC&D provisions (R301.2.2)
Weathering NEG
Frost] line depth
Termite area VH
Decay area
Winter design temperature
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Ice barrier underlayment required
Flood hazards X ZONE
FIRE-RESISTANT CONSTRUCTION (R302)
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Exterior walls
(R302.1, Tables R302.1(1) and R302.1(2)]
Townhouse separation (R302.2)
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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 (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)
Fire protection of floors (R302.13)
Combustible insulation clearance (R302.14)
Use
Area (ft2)
Width
Ceiling height'
Natural light*
Natural ventilation*
Livirig
70
T-0"
T-0"
8% floor area
4% floor area
Dini, g
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
Bathroom
70
T-0"
T-0"
8% floor area
4% floor area
N.A.
N.A
6'-8"
3 square feet
1 V, 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 (13306 and R307)
x Water closet
x Lavatory
x Tub or shower
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x I Kitchen area with sink
x
(Sanitary sewer (Chapter 30)
x Private disposal (Appendix/)
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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)
150
a,
BUILDING PLANNING (cont'd.)
GARAGES AND CARPORTS (R309)
x :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)
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 (R311)
x General (R311.1)
x Egress door (R311.2)
Landings at exterior doors
(R311.3 - R311.3.3)
Vertical egress (R311.4)
x Construction and'attachment (R311.5)
x 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, R311.7.7)
Handrails required (R311.78)
Handrail height, continuity, grip -size
(R311.7.8.1 - R311.7.8.4)
Stairway illumination (13303.7, R311.7.9)
Special stairways (R311.710)
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)
AUTOMATIC FIRE SPRINKLER SYSTEMS (R313)
Townhouses (R313.1)
One- and two-family dwellings (R313.2)
SMOKE ALARMS (R314)
Referenced standards (R314.1)
x Location and interconnection
(R314.3, R314.4)
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Power source (R314.6)
CARBON MONOXIDE ALARMS (R315)
New construction (R315.1, R315.2)
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Existing construction (R315.2.2)
Referenced standard (R315.6)
FOAM PLASTIC (R302.8, R316)
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Labeling (R316.2)
Surface burning, thermal barrier, specific
approval (R316.3 - R316.8)
DECAY AND TERMITE PROTECTION (R317 anlI R318)
x 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 (173I 0.1)
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 (R32 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)
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FOUNDATIONS (Chapter 4)
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MATERIALS (R402)
W_ ood foundations (R402.1)
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Concrete, compressive strength
(R402.2, R402.3)
FOOTINGS (R403)
Soil bearing value (R401.4, R403.1)
Footing width
(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)
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)
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Frost -protected shallow foundations (R403.3)
Footings for precast concrete foundations
(R403.4)
FOUNDATION/RETAINING WALLS (R404 - R406)
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)
Will 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*
(R4.06.1)
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Waterproofing if high water table` (R406.2)
* If uninhabitable, see Under -Floor Space (13408)
COLUMNS (R407)
Protection from decay or corrosion
(17407. land 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) (R407.3)
UNDER -FLOOR SPACE (R408)
Ventilation (R408.1 and R408.2)
Unvented crawl space (R408.3)
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Access (R408.4)
Removal of debris (R408.5)
Finished grade (R408.6)
Flood resistance IR408.7)
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FLOORS (Chapter 5)
WOOD JOISTS AND GIRDERS (R502) TREATED -WOOD FLOORS (ON GROUND) (R504)
Species and grade (R502.1) Base course: 4" thick with maximum 9/4"
Joists —Sleeping areas, LL = 30 psf gravel or'/21 crushed stone (R504.2.1)
[Table R502.3.1(1)] Moisture barrier: placed over base course
(R504.2.2)
Joists—Nonsleeping areas, LL = 40 psf
[Table R502.3.1(2)] Materials (R504.3)
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") (R502.6, R502.6.1)
Lateral restraint and bridging
(R502.7, R502.71)
Drilling and notching (13502.8)
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 (17503.2.1)
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)]
STEEL FLOOR FRAMING (R505)
Cold -formed steel; applicability limits)
in -line framing (R505.1)
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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) J
x Thickness: 31/2" minimum;_ Concrete!strength
(R506.1)
x Support: prepared subgrade; maximbT earth
fill = 811; 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 (R50Z4, R507.5)
Deck beams (R507.6)
Deck posts, connections, footings
(R507.7.1, R507.8)
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WALL CONSTRUCTION (Chapter 6) j
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WOOD CONSTRUCTION (R602)
Construction
(Figures R602.3(1) and R602.3(2)]
Stud grade (R602.2)
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Design/construction (R602.3)
Stud spacing [R602.3.1, Table R602.3(5)]
Anterior load -bearing walls (R602.4)
x 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)
x 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
R602.10.3(1) and R602.10.3(3)]
Minimumlength, 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 (R603.1)
Structural framing (R603.2)
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Material (R603.2.1)
Corrosion{ protection (R603.2.2)
Identification (R603.2.4)
Fastening'; (R603.2.5)
Wall. construction (R603.3 - R603.5)
Headers (13603.6)
Studs, tracks and structural sheathing
(17603.7 - R603.9)
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SHEATHING (R604 and R605)
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Wood structural panels (R604)
Particleboard (R605)
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MASONRY 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)
STRUCTURAL INSULATED PANEL WALL
CONSTRUCTION (R610)
Applicability'; (R610.2)
Materials (R610.3)
Wall panels,! construction details
(R610.4 ; R610.10)
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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)
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 or422! U.S.,
gage by'/e" corrugated metal; horizontal
and vertical,spacing; .2.67 square feet
maximum area supported (wind >130 psf
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)
x Fiber cement siding (R703.10)
Vinyl siding (R703.11)
Other sidings (R703.12 - R703.17)
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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 ILL = 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 (ILL or snow)
Ceiling not attached/ceiling attact
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)
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ROOF -CEILING CONSTRUCTION (cont'd.)
STEEL ROOF FRAMING (R804) Roof construction (R804.3)
General (R804.1) Roof tie -down (R804.3.8)
Structural framing (R804.2) ROOF VENTILATION I(R806)
Material (R804.2.1) Ventilatiori requirements (R806.1 - R806.5)
Corrosion protection (R804.2.2)
ATTIC ACCESS (R807)
Identification (R804.2.3) I
Fastening (R804.2.5) Access requirements (807.1)
ROOF ASSEMBLIES (Chapter 9)
ROOF CLASSIFICATION (R902)
Roof covering materials (R902.1)
PROTECTION (R903)
_Flashing (R903.2)
Coping (R903.3)
Roof drainage (R903.4)
MATERIALS (R904)
�Compafibility; specifications; physicalcharac-
-teristics; identification (R904.2 - R904.4)
REQUIREMENTS FOR ROOF COVERINGS (R905)
x 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)
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Built-up roofs (R905.9)
NOA / PA Metal roof panels (R905.10)
NOA / PA Modified bitumen roofing (R905.11)
NOA / PA Thermosetjsingle-ply roofing (R905.12)
NOA / PA Thermoplai tic 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)
li 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)
I.Lintel (noncombustible) (R1001.7)
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Hearth extension (R1001.9, R1001.10)
Fireplace clearance (R1001.11)
Fireblocking (R1001.12)
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MASONRY CHIMNEYS (R1003)
Construction '(Table R1001.1, R1003.2,
R1003.3, and Figure R1001.1)
Corbeling (R1003.5)