HomeMy WebLinkAboutPLAN REVIEW RECORD'SCANNED
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2015 INTERNATIONAL 1807; 0628
Plan Review #
x RESIDENTIAL CODE® Date: _ '20i
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PLAN REVIEW RECORD
PORT ST LUCIE
JURISDICTION:, Y
:(City, County, Township, etc.)
,
3148 South Brocksmith Road, Fort Pierce, FL'34945
BUILDING LOCATION: , ; (Street address)
B.UILDING:.DESCRIPTION , ; - - `•° 'SFR .
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REVIEWED BY::
Numerals indicated in parenthesis are applicable code sections of the 201$ Mile tional R id neat Code;(1RCJ. The plan review accotppllShetl as inda�tfor
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in.this record is limded to:those codesections specifically identified herein. This; recored r f r nces commonly applicable sectors with .,
one= and dwellings and townhouses It d0e's .
the:`amount end type.of: detailed Information `wOlch is typically,fo ri on ccnsfructioh doc I _' f8r two-family
is designed to be used only,by:those who are knowledgeable
not reference aq code.proviswns which mey,_be applicable to;specific buildings •This'reco
"anii gapable ofz®xerclsing colnpetent�tudgment in oval uatingtoonstruction docurrients for cone compliance_ , . - ..
CORRECTIONS LIST
Code
No.
DESCRIPTION
Section
JCC Copyright, 115i International• - Council,Reproduction by • • • ISBN 978 J/
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CODE COUNCILPHOAFE.ORG
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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.
BUILDING PLANNING (Chapter 3)
DESN CRITERIA [Table R301.2(1)]
Parapets and construction
Zor live load (Table R301.5) 20 psf
(R302.2.2, R302.2.3)
F�Il NA
of live load (Table R301.6) psf
Two-family dwelling separation (R302.3)
I�
CAI round snow load psf
Dwelling unit penetrations (R302.4)
design wind speed 160 mph
Dwelling/garage opening/penetration protec-
Ultimate
Wind exposure category (R301.2.1.4) 2-C
tion (R302.5)
L�
Dwelling/garage fire separation (R302.6)
High wind design criteria applicable
I;I (R301.2.1.1) 16o
Under -stair protection (R302.7)
eismic design category (SDC)
X Wall and ceiling finishes (R302.9)
[Figure R301.2(2)]
i
X Flame spread index (R302.9.1)
DC C&D provisions (R301.2.2)
X
i NEG
eathering
Smoke -developed index (R302.9.2)
Frost line depth
Testing (R302.9.3, R302.9.4)
Termite area VH
X Insulation (R302.10)
Decay area
X Flame spread/smoke-developed
Winter design temperature
(R302.10.1, R302.10.2)
;;Ice barrier underlayment required
Cellulose loose -fill and exposed attic
(Flood hazards
insulation (R302.10.3, R302.10.4)
FI E-RESISTANT CONSTRUCTION (R302)
Testing (R302.10.5)
Exterior walls
X Fireblocking (R302.11)
(R302.1, Tables R302.1(1) and R302.1(2)]
Draftstopping (R302.12)
Townhouse separation (R302.2)
li Continuity and structural independence
Fire protection of floors (R302.13)
Combustible insulation clearance (R302.14)
(R302.2.1, R302.2.4)
PLANNING REQUIREMENTS (R303 throunh R3051
Use
Area (ft2)
Width
Ceiling height'
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
N.A.
N.A.
T-0"
8% floor area
4% floor area
IKitchen
Bedroom
70
T-0"
7'-0"
8% floor area
4% floor area
Bathroom
N.A.
N.A
6'-8"
3 square feet
1 V, square feet
ee Sections R303.1 & R303.3 for mechanical ventilation and artificial light and R303.4 for required whole -house mechanical ventilation.
It 6'-8" min. at plumbing fixtures and for non -habitable basements.
X Required heating (R303.9)
TATION (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 I)
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)
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BUILDING PLANNING (cont'd.)
GARAGES AND CARPORTS (R309)
X Floor surface noncombustible; sloped floor
(R309.1)
X 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)
X General (R311.1)
X Egress door (R311.2)
Landings at exterior doors
(R311.3 - R311.3.3)
Vertical egress (R311.4)
Construction and attachment (R311.5)
X 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 (R311.78)
Handrail height, continuity, grip -size
(R311.Z8.1 - R311.Z8.4)
Stairway illumination (R303.7, 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) I'
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) li
Labeling (R316.2)
Surface burning, thermal barrier, specific I'
approval (R316.3 - R316.8)
I .
DECAY AND TERMITE PROTECTION (R317 and R318)
X Protection required I1
(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)
X 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)
IIALS (R402) Horizontal and vertical reinforcement size and
spacing (Tables R404.1.2(i) -
Wood foundations (R402.1) R404.1.2(8), R404.1.3.2, R404.1.3.3.7]
Concrete, compressive strength Stay -in -place forms (R404.1.3.3.6.1)
(R402.2, R402.3)
SDC D provisions (R404.1.4)
NGS (R403)
Soil bearing value (13401.4, 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 ='/," 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)
ETAINING 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]
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* (13405)
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, 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 Mhap ter Al
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(i) 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 (13502.10)
Wood trusses (R502.11)
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 (13503.2.1)
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)�
I
Base course: 4" thick with maximum 3/4"I I'
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)
Identification (R505.2.4)
Fastening (R505.2.5)
Floor construction (R505.3)
CONCRETE FLOORS (ON GROUND) (R506)
X Thickness: 31/2" minimum; Concrete strei
(R506.1)
X Support: prepared subgrade; maximum e
fill = 811; maximum sand or gravel fill =
(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 (1350Z4, R507.5)
Deck beams (R507.6)
Deck posts, connections, footings
(R507.7.1, R507.8)
WALL CONSTRUCTION (Chapter 6)
CONSTRUCTION (R602)
Construction
[Figures R602.3(i) 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 (R602.6)
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
R602.10.3(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)
WALL FRAMING (R603)
_General (R603.1)
_Structural framing (R603.2)
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)
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 (13702.2)
Plaster support (R702.2.3)
X Gypsum board materials (13702.3.1)
X 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)
Water -resistive barrier (R703.2)
Attachment and minimum thickness
[Table R703.3(1)]
Wood siding (R703.5)
Wood shakes and shingles (R703.6)
X Exterior plaster (R703.7) ICI
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'/8" corrugated metal; horizontal
and vertical spacing; 2.67 square feet -
maximum area supported (wind > 30 �psf
and SDC C or D, maximum area = 2
square feet) (R703.8.4.1)
X 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) I�
ROOF -CEILING CONSTRUCTION (Chapter 8)
WOOD ROOF FRAMING (11802)
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 (13802.6)
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 (11803.2)
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.)
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)
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)
TRIALS (R904)
X Compatibility; specifications; physical charac-
teristics; identification (R904.2 - R904.4)
AREMENTS 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)
Built-up roofs (R905.9)
X Metal roof panels (R905.10)
Modified bitumen roofing (R905.11)
Thermoset single -ply roofing (R905.12)
Thermoplastic single -ply roofing (R905.13)
Sprayed polyurethane foam roofing (R905.14)
Liquid -applied roofing (R905.15)
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)
ONRY 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)
I a*