HomeMy WebLinkAboutPLAN REVIEW RECORDI
2015 INTERNATIONAL
—s 1811-0112
Plan Review #
Iryr� e RESIDENTIAL CODE®
.r
e Date:11/20/18
FOR ONE- AND TWO-FAMILY DWELLINGS $ 340,156.50
Valuation:
Fee: $ 17,384.93
^' PLAN REVIEW RECORD
JURISDICTION:, . SAINT LUCIE.000NTY
(City, County, Township, etc.)
BUILDING LOCATION: 5713 MYRTLE DR , FORT PIERCE, FL 34982
-�: (Street address)
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`iBUILDING DESCRIPTION SFR
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Numerals indicated �n,parerlthesis are,apphcable codesections of the 2015 IntemationaF,ResidenGal Code(IRC), The�plan review accomplished as,indicated r;'
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p in this rQcord sllmited to_those cone sections°specifically identified herein. This recored references commonly applicable code sections Mlht due;regard fog -4
the amount andutype of detalled infci7atiop,,"ich is typfoally found on construction documents for one � and two -far my dwelilnbs 6nd.to4nhouses It does,,f;,
not reference all code provisions which may be applicable to specific buildings This record is designed to be used only by those who are knowledgeable sf
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aril ca`pable'of"ezerasmg competentj dginent in ®valuating consfnicUon°tlocumerits for code-com liance.
CORRECTIONS LIST
Code
N, o.
DESCRIPTION
Section
missing energy calcs
R314.3 Location. Smoke alarms # 4.
R318.1Termite protection.
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Copyr6ht,1 • ode Co'uncil, Inc. Reprod I uctionby prohibited ISBN 978-1-6D983-611-5
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INTERNATIONAL INTERNATIONAL®9II781609II83611I5II
CODE COUNCIL s -Item o
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.
BUILDING PLANNING
(Chapter 3)
DESIGN CRITERIA [Table R301.2(1)]
Parapets and construction
Floor live load (Table R301.5) psf
(R302.2.2, R302.2.3)
Roof live load (Table R301.6) 20 psf
Two-family dwelling separation (R302.3)
Ground snow load psf
Dwelling unit penetrations (R302.4)
Ultimate design wind speed 161 mph
Dwelling/garage opening/penetration protec-
tion (R302.5)
Wind exposure category (R301.2.1.4) II-D
Dwelling/garage fire separation (R302.6)
High wind design criteria applicable
Under -stair protection (R302.7)
(R301.2.1.1) 124
Seismic design category (SDC)
x Wall and ceiling finishes (R302.9)
[Figure R301.2(2)]
x Flame spread index (R302.9.1)
S,DC C&D provisions (R301.2.2)
x Smoke -developed index (R302.9.2)
Weathering
Frost line depth
Testing (13302.9.3, R302.9.4)
Termite area
�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)
FIRE-RESISTANT CONSTRUCTION (R302)
Testing (R302.10.5)
Exterior walls
Fireblocking (13302.11)
(R302.1, Tables R302.1(1) and R302.1(2)]
Draftstopping (R302.12)
Townhouse separation (13302.2)
Fire protection of floors (R302.13)
Continuity and structural independence
q Combustible insulation clearance (R302.14)
(R302.2.1, R302.2.4)
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ROOM PLANNING REQUIREMENTS (R303 throuah R305)
1 Use
Area (ft2)
Width
Ceiling height'
Natural light`
Natural ventilation*
Living
70
7'-0"
T-0"
8% floor area
4% floor area
Dining
70
T-0"
7'-0"
8% floor area
4% floor area
Kitchen
Bedroom
Bathroom
N.A.
70
N.A.
N.A.
T-0"
N.A
T-0"
T-0"
6'-8"
8% floor area
8% floor area
3 square feet
4% floor area
4% floor area
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 6'48 min. at plumbing fixtures and for non -habitable basements.
Required heating (R303.9)
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SANITATION (R306 and R307)
x
Water closet
x
Lavatory
x
Tub or shower
x
Kitchen area with sink
x
Sanitary sewer (Chapter 30)
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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 (contd.)
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)
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
(R311.75 - R311.7.5.4)
Stairway landings and walking surfaces
(R311.7.6, R311.7.7)
Handrails.required (R311.78)
Handrail height, continuity, grip -size
(R311.78.1 - R311.7.8.4)
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)
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)
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, specific
approval (R316.3 - R316.8)
DECAY AND TERMITE PROTECTION (R317 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)
X Type B dwelling units applicable (R320.
ELEVATORS/PLATFORM LIFTS (R321)
Referenced standards (R321.1 - R321.�
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 -
SWIMMING POOLS, SPAS AND HOT TUBS
ISPSC (R326.1)
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MATERIALS (R402)
Wood_ foundations (R402.1)
FOUNDATIONS (Chapter 4)
X Concrete, compressive strength
(R402.2, R402.3)
FOOTINGS (R403)
ix 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)
X 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)
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Footings adjacent to slopes (R403.1.7)
Frost -protected shallow foundations (R403.3)
Footings for'precast concrete foundations
(R403.4)
FOUNDATION/RETAINING WALLS (R404 - R406)
Masonry foundation walls (R404.1.2)
i 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)
i Wall height, unbalanced backfill, nominal
thickness (Tables R404.1.2(i) -
R404.1.2(8), R404.1.5.2]
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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*
(R406.1)
Waterproofing if high water table* (R406.2)
* If uninhabitable, see Under -Floor Space (R408)
COLUMNS (R407)
Protection from decay or corrosion
(174071 and R407.2)
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, R502.71)
Drilling and notching (R502.8)
Fastening (R502.9)
Framing of openings (13502.10)
Wood trusses (13502.11)
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 (R503.3.1)
Thickness (R503.3.2)
Installation [Table R602.3(1)]
TREATED -WOOD FLOORS (ON GROUND) (R504)
Base course: 4" thick with maximum 3/a"
gravel or'/2" crushed stone (R504.2.1)
Moisture barrier: placed over base course
(R504.2.2)
Materials (R504.3)
STEEL FLOOR FRAMING (11505)
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 strength
(R506.1)
X Support: prepared subgrade; maximum earth
fill = 811; maximum sand or gravel fill 24"
(R506.2.1)
Base course: 4" graded with 2" maxim
aggregate (R506.2.2)
X Vapor retarder (R506.2.3)
Reinforcement support (R506.2.4)
EXTERIOR DECKS (R507)
Support, attachment (R507.1 - R5072
Plastic composite materials (R5073)
Decking/deck joists (R5074, 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)
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Construction
(Figures R602.3(1) and R602.3(2)]
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Stud grade (R602.2)
Design/construction (R602.3)
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Stud spacing [R602.3.1, Table R602.3(5)]
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Interior load -bearing walls (R602.4)
X Interior nonbearing walls: 21"x 3" at 24" o.c.
i or21, 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]
I Fireblocking (R602.8, R302.11)
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f Cripple walls (R602.9)
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Wall bracing, lines; panels
(R602.10.1, R602.10.2)
Required length of bracing, method
(R602.10.3, R602.10.4, Tables
R602.10.30) and R602.10.301
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)
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Glass unit masonry (R610)
Minimum length, connections, support, joints,
cripple walls (R602.10.5 - R602.10.11)
STRUCTURAL INSULATED PANEL WALL
CONSTRUCTION (R610)
i Wall anchorage (SDC C and D) (R602.11)
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Applicability (R610.2)
Simplified wail bracing (R602.12)
STEEL WALL FRAMING (R603)
Materials (R610.3)
Wall panels, construction details
General (R603.1)
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(R610.4 - R610.10)
I Structural framing (R603.2)
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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 the (R702.4)
Other finishes (13702.5 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 or #22 U.S.
gage..by 7/8" corrugated `metal; honzo(�tal
and vertical spacing; 2.67 square feet,
maximum area supported (wind > 30 psf
and SDC C or D;'mazimum 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 (13703.10)
Vinyl siding (R703.11)
Other sidings (R703.12 - R703.17)
ROOF -CEILING CONSTRUCTION (Chapter 8)
WOOD ROOF FRAMING (11802)
Fire -retardant -treated wood (R802.1.5)
Framing details (13802.3).
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)
X 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)
Roof tie -down (13802.11)
CEILING JOISTS [Tables R802.4(1), R802.4(2)]
Without attic storage, LL = 10psf
X With attic storage LL = 20psf
X Spacing
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 (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)
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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)
Material (R804.2.1)
ROOF VENTILATION (R806)
Ventilation requirements (R806.1 - R806.5)
Corrosion protection (R804.2.2) ATTIC ACCESS (R807)
Identification (R804.2.3) Access requirements (807.1)
Fastening (R804.2.5)
ROOF ASSEMBLIES (Chapter 9)
ROOF CLASSIFICATION (R902)
NOA / PA Metal roof panels (R905.10)
X Roof covering materials (R902.1)
NOA / PA Modified bitumen roofing (R905.11)
WEATHER PROTECTION (R903)
NOA / PA Thermoset single -ply roofing (R905.12)
Flashing (R903.2)
NOA / PA Thermoplastic single -ply roofing (R905.13)
Coping (R903.3)
NOA / PA Sprayed polyurethane foam roofing (R905.14)
Roof drainage (R903.4)
NOA / PA Liquid -applied roofing (R905.15)
MATERIALS (R904)
NOA / PA Photovoltaic shingles (R905.16)
X 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)
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Clay and concrete tile (R905.3)
Metal roof shingles (R905.4)
Mineral -surfaced roll roofing (R905.5)
Slate.shingles (R905.6)
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)
Wood shingles (R905.7) ROOFTOP - MOUNTED PHOTOVOLTAIC
Wood shakes, (R905.8) PANEL SYSTEMS (R909)
Built-up roofs (R905.9) Materials and installation (R909.1 - R909.3)
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CHIMNEYS AND FIREPLACES (Chapter 10)
MASONRY FIREPLACES (R1001) Hearth extension (R1001.9, R1001.10)
Construction Fireplace clearance (R1001.11)
(Figure R1001.1 and Table R1001.1) Fireblocking (R1001.12)
SDC D reinforcing/anchorage
(R1001.3 and R1001.4) MASONRY CHIMNEYS (R1003)
Firebox walls and dimensions Construction (Table R1001.1, R1003.2,
(R1001.5 and R1001.6) R1003.3, and Figure R1001.1)
Steel fireplace units.(R1001.5.1) Corbeling (R1003.5)
Lintel (noncombustible) (R1001.7)
In