HomeMy WebLinkAboutPLAN REVIEW RECORDr 2015 INTERNATIONAL
Plan Review # 1811-0423
RESIDENTIAL CODE®
Date: 12/4/2018
FOR ONE- AND TWO -FAMILY DWELLINGS
Valuation: $357,661.50
P
Fee: $17,681.22
-- -, -PLAN REVIEW RECORD
RISDICTION:.. FORT PIERCE, FL 34951
(City, County, Township, etc.)
ILDING LOCATION: �"° 5480 SLASH PINE TRL. , �
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(Street address)
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ILDING'DESCRIPTION a .,SFR
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CORRECTIONS LIST
No.
DESCRIPTION
Code
Section
Provide current product approval for the roofing to be used.
107.1
Provide product approval for the cement fiber board to be used. No records for FL #10892.1
107.1
Page a-1 project data is the project name correct.
Provide details for the front entry steps
107.1
Provide detail for beam fasteners of the back porch
107.1
COUN
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CORRECTION LIST (cont'd.)
Code
No. DESCRIPTION Section
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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)
3N CRITERIA [Table R301.2(1)]
oor live load (Table R301.5) psf
oof live load (Table R301.6) 20 psf
round snow load psf
Itimate design wind speed 160 mph
►ind exposure category (R301.2.1.4) 2-CC
igh wind design criteria applicable
(R301.2.1.1)
eismic design category (SDC)
[Figure R301.2(2)]
DC C&D provisions (R301.2.2)
'eathering NEG
ost line depth
=ite area VH
acay area
'inter design temperature
e barrier underlayment required
ood hazards X
RESISTANT CONSTRUCTION (R302)
I Exterior walls
(R302.1, Tables R302.1(1) and R302.1(2)]
Townhouse separation (R302.2)
Continuity and structural independence
(13302.2.1, R302.2.4)
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ROOM PLANNING REQUIREMENTS (R303 throuqh 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 heights
Natural light*
Natural ventilation*
Living
70
T-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
T-0"
T-0"
8% floor area
4% floor area
Bathroom
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.
heating (R303.9)
SANITATION (R306 and R307)
X Water closet
X Lavatory
X Tub or shower
area with sink
Sanitary sewer (Chapter 30)
X I Private disposal (Appendix 1)
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GLAZING (R308)
Identification (R308.1)
Louvered windows or jalousies (R308.2)
Human impact loads/hazardous locations
(13308.3, R308.4)
Skylights and sloped glazing (R308.6)
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BUILDING PLANNING (cont'd.)
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 (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 (13311.1)
X Egress door (R311.2)
Landings at exterior doors
(13311.3 - R311.3.3)
Vertical egress (R311.4)
Construction and attachment (R311.5)
X Hallways (13311.6)
Stairway width, headroom, vertical rise, walk -
line (R311.7.1 - R311.7.4)
x Stairway treads, risers profiles
(R311.75 - R311.7.5.4)
Stairway landings and walking surfaces
(R311.76, R311.7.7)
x Handrails required (R311.78)
Handrail height, continuity, grip -size
(R311.78.1 - R311.7.8.4)
Stairway illumination (13303.7, R311.7.9)
Special stairways (13311.710)
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)
Power source (R314.6)
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CARBON MONOXIDE ALARMS (R315)
na 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,. specifi
approval (R316.3 - R316.8)
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DECAY AND TERMITE PROTECTION (R317 and 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)
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Type B dwelling units applicable (R320.1)
ELEVATORS/PLATFORM LIFTS (R321)
Referenced standards (R321.1 - R321.3)i
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)
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FOUNDATIONS (Chapter 4)
MATERIALS (R402)
Wood foundations (R402.1)
ix Concrete, compressive strength
(R402.2, R402.3)
FOOTINGS (R403)
X Soil bearing value (R401.4, R403.1)
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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-
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)
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Footings for precast concrete foundations
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(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)
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Wall height, unbalanced backfill, nominal
l thickness [Tables R404.1.2(i) -
R404.1.2(8), R404.1.5.2]
Horizontal and vertical reinforcement size and
spacing [Tables R404.1.2(l) -
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 R4072)
X Structural requirements (R407.3)
Anchorage (R4073)
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)
Access (R408.4)
Removal of debris (R408.5)
Finished grade (R408.6)
Flood resistance (R408.7)
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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, 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
(311) (R502.6, 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 (13503.2.1)
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) (R504)
Base course: 4" thick with maximum 3/,"
gravel or'/2" crushed stone (R504.2.1)
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)
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Identification (R505.2.4)
Fastening (R505.2.5)
Floor construction (R505.3)
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CONCRETE FLOORS (ON GROUND) (R506)
x Thickness: 31/2" minimum; Concrete strength
(R506.1)
Support: prepared subgrade; maximum 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.I )
Plastic composite materials (R507.3)
Decking/deck joists (13507.4, R507.5)
Deck beams (R507.6)
Deck posts, connections, footings
(R507.7.1, R507.8)
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WALL CONSTRUCTION (Chapter 6)
WOOD CONSTRUCTION (R602)
x Construction
[Figures R602.3(1) and R602.3(2)]
Stud grade (R602.2)
Design/construction (R602.3)
!x
Stud spacing [R602.3.1, Table R602.3(5)]
Interior load -bearing walls (R602.4)
Ix 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 R602.7.2]
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) (R602.11)
Simplified wall bracing (R602.12)
STEEL WALL FRAMING (R603)
General (R603.1)
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I 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 (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 (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)
x 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)
x
x
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 or #22 U.S.
gage by 7/e' corrugated metal; horizo tal
and vertical spacing; 2.67 square fee,
maximum area supported (wind'> 30 psf
and SDC 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 (13802.3.1)
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, ILL = 10psf
With attic storage LL = 20psf
Spacing
x Species and grade
x Span
x 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 attached
Spacing
Species and grade
Span
Size
He/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)
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ROOF -CEILING CONSTRUCTION (cont'd.)
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)
x Ventilation requirements (R806.1 - R806.5)
ATTIC ACCESS (R807)
x Access requirements (807.1)
ROOF ASSEMBLIES (Chapter 9)
CLASSIFICATION (R902)
Roof covering materials (R902.1)
ER PROTECTION (R903)
_Flashing (R903.2)
_Coping (R903.3)
_Roof drainage (R903.4)
RIALS (R904)
Compatibility; specifications; physical charac-
teristics; identification (R904.2 - R904.4)
IREMENTS 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)
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)
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 (131001)
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