HomeMy WebLinkAboutPLAN REVIEW RECORDr SCANNED
1 BY
St Lycie Count\,
2015INTERNATIONAL
--. Plan Review # 1805-0798
o - RESIDENTIAL CODE® Date: 5/21/18
FOR ONE- AND TWO-FA�VIILY DWELLINGS Valuation:
^� PLAN REVIEW RECORD)) Fee:
JURISDICTION: ' St Lucie Co.
(City, County, Township, etc.)
BUILDING LOCATION:. 5105 Palmetto Dr, Ft Pierce FI 34982
l(Street address)
BUILDING DESCRIPTION: ! Single family
REVIEWED BY:.
Numerals indicated in parenthesis are applicable code sections of the 20151ntemational Residential Code (IRC). The plan review accomplished as indicated.,.
in this record is limited to those code sections specifically identified herein. This recored references commonly applicable code sections.with due regard for .
"
the amount and type "of detailed Information which Is typically found on construction documents for one- and two-family dwellings and townhouses. It does
"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 _
and capable of exercising•competent judgment in evaluating construction documents for code compliance. ,
CORRECTIONS LIST
Code
No.
DESCRIPTION
Section
(N/A -NOT APPCLIPPABLE) (NR- NOT REFERANCED) (R - REFERACNCED)
1
NR - SMOKE-DEVELOPEDAND AND FLAME SPREAD TESTING REQUIREMENTS R302.9.
NR - FLAME SPREAD INDEX FOR INSULATION R302.10.5.
NR - COMBUSTIBLE INSULATION CLEARANCES 302.14
NR - GYPSUM BOARD SUPPORT, APPLICATION AND FASTENING (R702.3.2 - R702.3.7)
NR - CERAMIC TILE (R702.1 AND R702.4.2)
NR - WATER RESISTANT BOARD WET AREAS OR CONTIUOUS HIGH HUMITY (R702.3.7.
\\1CC
Copyright, 115, International CodeCouncil,Reproduction by prohibited. ICC ISBN 978-1-60983-611-5
•
i& the • . • •••registered
TrademarkOffice. • .• •forms,•
II IIIIIIIIII III III III III
���
9II781609II836115II
INTERNATIONAL CODE COUNCIL,
INTERNATIONAL
CODE COUNCIL'
- •*WWW.ICCSAFE.ORG Item No. 0102PR15
-1-
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) N/A
psf
Roof live load (Table R301.6) 20.OPSF
psf
Ground snow load NA
psf
Ultimate design wind speed 160
mph
Wind exposure category (R301.2.1.4) B 2
High wind design criteria applicable
(R301.2.1.1)
Seismic design category (SDC)
[Figure R301.2(2)]
SDC C&D provisions (R301.2.2)
Weathering NEG
Frost line depth NA
Termite area VH
Decay area NR
Winter design temperature NR
Ice barrier underlayment required NA
Flood hazards NA
FIRE-RESISTANT CONSTRUCTION (R302)
i
NA Exterior walls
(R302.1, Tables R302.1(1) and R302.1(2)]
NA Townhouse separation (R302.2)
NA Continuity and structural independence
(R302.2.1, R302.2.4)
ROOM PLANNING REQUIREMENTS (R303 throuaIh R305)
N/A Parapets and construction
(R302.2.2, R302.2.3)
N/A Two-family dwelling separation (R302.3)
NC Dwelling unit penetrations (R302.4)
Y Dwelling/garage opening/penetration protec-
tion (R302.5)
N/A Dwelling/garage fire separation (R302.6)
N/A Under -stair protection (R302.7)
Y Wall and ceiling finishes (R302.9)
200 Flame spread index (R302.9.1)
450 Smoke -developed index (R302.9.2)
NC Testing (R302.9.3, R302.9.4)
Y Insulation (R302.10)
NC Flame spread/smoke-developed
(R302.10.1, R302.10.2)
N/A Cellulose loose -fill and exposed attic
insulation (R302.10.3, R302.10.4)
N/A Testing (R302.10.5)
Y Fireblocking (R302.11)
N/A Draftstopping (R302.12)
N/A Fire protection of floors (R302.13)
NC Combustible insulation clearance (R302.14)
Use
Area (ft2)
Width
Ceiling heightt
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
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'-8" min. at plumbing fixtures and for non -habitable basements.
Required heating (R303.9)
SANITATION (R306 and R307)
Y
Water closet
Y
Lavatory
Y
Tub or shower
Y
Kitchen area with sink
Y
Sanitary sewer (Chapter 30)
Y
Private disposal (Appendix I)
GLAZING (R308)
R Identification (R308.1)
NA Louvered windows or jalousies (R308.2)
R Human impact loads/hazardous locations
(R308.3, R308.4)
NA Skylights and sloped glazing (R308.6)
s
-3-
BUILDING PLANNING (cont'd.)
I
GARAGES AND CARPORTS (R309)
AUTOMATIC FIRE SPRINKLER SYSTEMS (R313)
R
Floor surface noncombustible; sloped floor
NA Townhouses (R313.1)
(R309.1) 1
NA One- and two-family dwellings (R313.2)
N/A
Carport: open two sides; noncombustible
floors; sloped floor (R309.2)
SMOKE ALARMS (R314)
N/A
Automatic garage door opener (R309.4)
R Referenced standards (R314.1)
N/A
Fire sprinklers (R309.5)
R Location and interconnection
(R314.3, R314.4)
EMERGENCY ESCAPE AND RESCUE OPENINGS
R Power source (R314.6)
(11310)
R
CARBON MONOXIDE ALARMS (R315)
Where required (R310.1)
R New construction (R315.1, R315.2)
N/A
Areas, height, width, operations (R310)
R
N/A
Existing construction (R315.2.2)
Window wells (R310.2.3)
R
N/A
Referenced standard (R315.6)
Under decks and orches 1R310 2 4)
O
p ..
N/A Bars, grilles, covers and screens (R31
MEANS OF EGRESS (R311)
R
General (R311.1)
R
Egress door (R311.2)
R
Landings at exterior doors
(13311.3 - R311.3.3)
NA
Vertical egress (R311.4)
R
Construction and attachment (R311.5)
R Hallways (R311.6)
NA Stairway width, headroom, vertical rise, walk -
line (R311.7.1 - R311.7.4)
NA
Stairway treads, risers profiles
(R311.75 - R311.7.5.4)
NA
Stairway landings and walking surface
(R311.7.6, R311.7.7)
NA
Handrails required (R311.7.8)
NA
Handrail height, continuity, grip -size
(R311.7.8.1 - R311.7.8.4)
NA
Stairway illumination (R303.7, R311.7.9)
NA
Special stairways (R311.710) 1
NA
Ramp slope, landings, handrails (R311.8)
GUARDS
AND WINDOW PROTECTION (19312)
NA
Required for open -sided surfaces, stairs,
ramps and landings > 30" above floor/
grade (R312.1.1)
NA
Height - 36" (R312.1.2)
NA
Opening limitations (R312.1.3)
NA
Window fall protection (R312.2)
FOAM PLASTIC (R302.8, R316)
NA Labeling (R316.2)
NA Surface burning, thermal barrier, specific
approval (R316.3 - R316.8)
DECAY AND TERMITE PROTECTION (R317 and R318)
R Protection required
(Table R301.2(1), R317.1, R318.1)
NR Quality mark (R317.2 and R318.1.1)
SITE ADDRESS (R319)
NR Address numbers (R319.1)
ACCESSIBILITY (R320)
R Type B dwelling units applicable (R320.1)
ELEVATORS/PLATFORM LIFTS (R321)
NA Referenced standards (R321.1 - R321.3)
FLOOD -RESISTANT CONSTRUCTION (R322)
NA General (R322.1)
NA Hazard area and requirements
(R301.2.4, R309.3, R322.2, R322.3)
NA Design professional (R322.3.6)
STORM SHELTERS (R323)
NA General/referenced standard (R323.1)
SOLAR ENERGY SYSTEMS (R324)
NA System, installation, access
(R324.2 - R324.7)
MEZZANINES (R325)
NA Area, egress, openness (R325.2 - R325.5)
SWIMMING POOLS, SPAS AND HOT TUBS (R326)
NA ISPSC (R326.1)
-4-
MATERIALS (R402)
NA Wood foundations (R402.1)
2500/1900 Concrete, compressive strength j
(R402.2, R402.3)
I
FOOTINGS (R403)
2000 Soil bearing value (R401.4, R403.1)
R Footing width
(Tables R403.1(1) - R403.1(3)]
R Footing edge thickness; footing projection =
2" minimum, but <_ footing thickness)
(R403.1.1)
NA Footings in SDC and D
(R403.1.2 and R403.1.6.1)
R Depth below (outside) grade = 12" minimum;
but below frost line (R403.1.4, R403.1.4.1)
R Sill plate bolting in concrete/masonry ='/9" di-
ameter bolts, within 12" but not less than 7
bolt diameters from ends, 7" embedment
(R403.1.6)
NA Footings adjacent to slopes (R403.1.7)
NA Frost -protected shallow foundations (i403.3)
NA Footings for precast concrete foundations
(R403.4)
FOUNDATION/RETAINING WALLS (R404 - R406)1
NA
I
Masonry foundation walls (R404.1.2)
NA
Wall height, unbalanced backfill, nominal
thickness (Tables R404.1.1(1) -
R404.1.1(4), R404.1.5.1]
NA
Reinforcement size and spacing
(Tables R404.1.1(2) - R404.1.1(4)]
NA
Concrete foundation walls (R404.1.3)
NA
Wall height, unbalanced backfill, nominal
thickness (Tables R404.1.2(1) -
R404.12(8), R404.1.5.2]
I
I
I
I
FOUNDATIONS (Chapter 4)
NA
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]
NA
Stay -in -place forms (R404.1.3.3.6.1)
NA
SDC D provisions (R404.1.4)
NA
Height above finished grade (R404.1.6)
NA
Sill plate size (R404.3)
NA
Precast concrete foundation walls (R404:5)
NA
Drains required if habitable or usable spaces
are below grade* (R405)
NA
Soil class (Table R405.1)
NA
Dampproofing if basements are below grade*
(R406.1)
NA
Waterproofing if high water table* (R406.2)
* If uninhabitable, see Under -Floor Space (R408)
COLUMNS (R407)
NA
Protection from decay or corrosion
(R407.1 and R407.2)
NA
Structural requirements (R407.3)
NA
Anchorage (R407.3)
NA
Wood columns (minimum 4" square) (R407.3)
NA
Steel columns (minimum 3" diameter, Sched-
ule 40 pipe) (R407.3)
UNDER -FLOOR
SPACE (R408)
NA
Ventilation (R408.1 and R4082)
NA
Unvented crawl space (R408.3)
NA Access (R408.4)
NA Removal of debris (R408.5)
NA Finished grade (R408.6)
NA Flood resistance (R408.7)
-5-
FLOORS (Chapter 5)
WOOD JOISTS AND GIRDERS (R502)
NA Species and grade (R502.1)
NA Joists —Sleeping areas, LL = 30 psf
[Table R502.3.1(1)]
i
NA Joists—Nonsleeping areas, LL = 40 psfl
[Table R502.3.1(2)]
NA
Cantilevered joists j
[Tables R502.3.3(1) and R502.3.3(2)]
NA
i
Girder and header spans
[Tables R602.7(1) - R602.7(3)]
NA
Joists under bearing partitions (R502.4)
NA
Bearing (1.5" minimum on wood or metal; 3"
on masonry or concrete) and lapped, joists
(3") (R502.6,R502.6.1)
NA
Lateral restraint and bridging
(R502.7, R502.7.1)
NA
Drilling and notching (R502.8)
NA
Fastening (R502.9)
NA
�
Framing of openings (R502.10)
NA
Wood trusses (R502.11)
NA
Draftstopping (R502.12)
LUMBER
FLOOR SHEATHING (R503.1)
NA
Allowable span (Table R503.1)
NA
End joints (R503.1.1)
WOOD STRUCTURAL PANEL SHEATHING (R503.2)
NA
Grade (R503.2.1)
NA
Thickness (R503.2.1)
NA
Allowable spans
[Tables R503.2.1.1(1) and R503.2.1.1(2)]
NA
Installation [Table 602.3(l)]
PARTICLEBOARD UNDERLAYMENT (R503.3)
NA
Grade (R503.3.1)
NA Thickness (R503.3.2)
NA Installation [Table R602.3(1)]
TREATED -WOOD FLOORS (ON GROUND) (R504)
NA
Base course: 4" thick with maximum s/a"
gravel or'/," crushed stone (R504.2.1)
NA
Moisture barrier: placed over base course
(R504.2.2)
NA
Materials (R504.3)
STEEL FLOOR FRAMING (R505)
NA
Cold -formed steel; applicability limits;
in -line framing (R505.1)
NA
Structural framing (R505.2)
NA
Material (R505.2.1)
NA
Corrosion protection (R505.2.2)
NA
Identification (R505.2.4)
NA
Fastening (R505.2.5)
NA
Floor construction (R505.3)
CONCRETE FLOORS (ON GROUND) (R506)
R
Thickness: 31/2" minimum; Concrete strength
(R506.1)
R Support: prepared subgrade; maximum earth
fill = 8"; maximum sand or gravel fill = 24"
(R506,2.1)
NR Base course: 4" graded with 2" maximum
aggregate (R506.2.2)
R Vapor retarder (R506.2.3)
R Reinforcement support (R506.2.4)
EXTERIOR DECKS (R507)
NA
Support, attachment (R507.1 - R507.2.4)
NA
Plastic composite materials (R507.3)
NA
Decking/deck joists (R507.4, R507.5)
NA
Deck beams (R507.6)
NA
Deck posts, connections, footings
(R507.7.1, R507.8)
-6-
WOOD CONSTRUCTION (R602)
NA Construction
(Figures R602.3(1) and R602.3(2)]
NA Stud grade (R602.2)
NA
Design/construction (R602.3)
I
NA Stud spacing [R602.3.1, Table R602.3(5)]
NA Interior load -bearing walls (R602.4)
RNA Interior nonbearing walls: 2" x 3" at 24" o.c.
or 2" x 4" flat at 16" o.c. (R602.5)
NR Drilling and notching —studs (13602.6)
NR Drilling and notching —top plate (R602.6.1)
I
NR Headers (Tables R602.7(1) - R602.7(3), and
Figure R602.7.2]
NA Fireblocking (R602.8, R302.11)
NA Cripple walls (R602.9)
NA Wall bracing, lines, panels
(R602.10.1, R602.10.2)
NA Required length of bracing, method
(R602.10.3, R602.10.4, Tables
R602.10.3(i) and R602.10.3(3)]
NA Minimum length, connections, support, 'joints,
cripple walls (R602.10.5 - R602.10.11)
NA Wall anchorage (SDC C and D) (R602111)
NA Simplified wall bracing (R602.12)
STEEL WALL FRAMING (R603)
NA General (R603.1)
NA Structural framing (R603.2)
I
WALL CONSTRUCTION (Chapter 6)
NA
Material (R603.2.1)
NA
Corrosion protection (R603.2.2)
NA
Identification (R603.2.4)
NA
Fastening (R603.2.5)
NA
Wall construction (R603.3 - R603.5)
NA
Headers (R603.6)
NA
Studs, tracks and structural sheathing
(R603.7 - R603.9)
SHEATHING (R604 and R605)
NA
Wood structural panels (R604)
Particleboard (R605)
MASONRY CONSTRUCTION (13606 - R610)
R
General design (R606)
NA
Seismic requirements (R606.12)
NA
Glass unit masonry (R607)
R
Exterior concrete wall construction (R608)
R
Exterior windows/doors (R609)
NA
Glass unit masonry (R610)
STRUCTURAL INSULATED PANEL WALL
CONSTRUCTION (R610)
NA
Applicability (R610.2)
NA
Materials (R610.3)
NA
Wall panels, construction details
(R610.4 - R610.10)
-7-
WALL COVERING (Chapter 7)
INTERIOR WALL COVERING (R702) NA Wood shakes and shingles (R703.6)
R
NA
Plaster material (R702.2)
NA
Plaster support (R702.2.3)
R
Gypsum board materials (R702.3.1)
NR
Gypsum board support, application and fas-
tening (R702.3.2 - R702.3.7)
NA
Ceramic tile (R702.4)
R
Other finishes (R702.5 and R702.6)
i
Vapor retarders (R702.7)
I
EXTERIOR
WALL COVERING (R703)
R
Water -resistive barrier (R703.2)
R
Attachment and minimum thickness
[Table R703.3(1)]
NA
Wood siding (R703.5)
I
i
Exterior plaster (R703.7)
NA Stone & masonry veneer (R703.8 & Figure
R703.8); Steel angle lintels-4" minimum
bearing each end (R703.8.3)
NA Veneer ties: #9 U.S. gage wire or #22 U.S.
gage by'/e" 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)
NA Flashing (R703.4 and R703.8.5)
R Exterior insulation and finish systems
(R703.9)
NA Fiber cement siding (R703.10)
NA Vinyl siding (R703.11)
NA Other sidings (R703.12 - R703.17)
ROOF -CEILING CONSTRUCTION (Chapter 8)
WOOD ROOF FRAMING (R802) i i NA Species and grade
NA Fire -retardant -treated wood (R802.1.5) NA Span
NA Framing details (R802.3) NA Size
NA �
Rafter ties (R802.3.1) RAFTERS [Tables R802.5.1(1) - R802.5.1(8)]
NA �
Collar ties (4' o.c., in upper third of attic) NA Ground snow load/LL = 20 psf
(R802.3.1) i NA
NA Controlling design (LL or snow)
Purlins (2" x 4" at 4' o.c. minimum)
(Figure R802.5.1, R802.5.1) I NA Ceiling not attached/ceiling attached
NA
gearing (R802.6)
NA
Cutting and notching (R802.7)
R
Engineered wood products (R802.7.2)
R
Lateral support and bridging (R802.8)
NA
Framing of openings (R802.9)
R
Wood trusses (R802.10)
R
Roof tie -down (R802.11)
CEILING JOISTS [Tables R802.4(1), R802.4(2)] ,
NR
Without attic storage, LL = 10psf
NR
With attic storage LL = 20psf
NA
Spacing
NA Spacing
NA Species and grade
NA Span
NA Size
NA H./HR; Adjustment factor
ROOF SHEATHING (R803.2)
R Grade
R Thickness
NA FRTW allowable stresses/grading
R Allowable spans [Table R503.2.1.1(1)]
R Installation (R803.2.3)
-8-
ROOF -CEILING CONSTRUCTION (cont'd.)
STEEL ROOF FRAMING (R804) NA Roof construction (R804.3)
NA General (R804.1) NA Roof tie -down (R804.3.8)
NA Structural framing (R804.2) ROOF VENTILATION (R806)
NA Material (R804.2.1) NA Ventilation requirements (R806.1 - R806.5)
NA Corrosion protection (R804.2.2)
NATTIC ACCESS (R807)
A Identification (R8042.3)
NA � NA Access requirements (807.1)
Fastening (R8042.5)
ROOF ASSEMBLIES (Chapter 9)
I
ROOF CLASSIFICATION (R902)
R Metal roof panels (R905.10)
R
Roof covering materials (R902.1)
NA Modified bitumen roofing (R905.11)
WEATHER PROTECTION (13903)
NA Thermoset single -ply roofing (R905.12)
R
Flashing (R903.2)
NA Thermoplastic single -ply roofing (R905.13)
NA
Coping (R903.3)
NA Sprayed polyurethane foam roofing (R905.14)
NA
Roof drainage (R903.4)
NA Liquid -applied roofing (R905.15)
NA Photovoltaic shingles (R905.16)
MATERIALS
(R904) I
R
Compatibility; specifications; physical charac-
ROOF INSULATION (R906)
teristics; identification (R9042 - R904.4)
NA General (R906.1)
REQUIREMENTS FOR ROOF COVERINGS (R905)
ROOFTOP - MOUNTED PHOTOVOLTAIC SYSTEMS
R
Underlayment (R905.1.1, R905.12)
(R907)
NA
Asphalt shingles (R9052)
NA Materials and installation (R907.1 - R907.5)
NA
Clay and concrete the (R905.3)
REROOFING (R908)
NA
Metal roof shingles (R905.4)
R Materials and methods (R908.1)
NA
Mineral -surfaced roll roofing (R905.5)
NA Structural support (R9082)
NA
Slate shingles (R905.6)
NA Replacement/re-covering (R908.3, R908.4)
NA
Wood shingles (R905.7)
ROOFTOP - MOUNTED PHOTOVOLTAIC
NA
Wood shakes (R905.8)
PANEL SYSTEMS (R909)
NA
guilt -up roofs (R905.9)
NA Materials and installation (R909.1 - R909.3)
CHIMNEYS AND FIREPLACES (Chapter 10)
MASONRY FIREPLACES (R1001)
NA Hearth extension (R1001.9, R1001.10)
NA
Construction
NA Fireplace clearance (R1001.11)
(Figure R1001.1 and Table R1001.1)
NA Fireblocking (R1001.12)
NA.
SDC D reinforcing/anchorage
(R1001.3 and R1001.4)
MASONRY CHIMNEYS (111003)
NA
Firebox walls and dimensions
NA Construction (Table R1001.1, R10032,
(R1001.5 and R1001.6)
R1003.3, and Figure R1001.1)
NA
Steel fireplace units (R1001.5.1)
NA Corbeling (R1003.5)
NA
Lintel (noncombustible) (R1001.7)
in