HomeMy WebLinkAboutPLAN REVIEW RECORDi
2015INTERNATIONAL
Plan Review # 1810-0624
Q RESIDENTIAL CODE® 1 orzil s
Date:
' FOR ONE- AND TWO-FAMILY DWELLINGS Valuation:
PLAN REVIEW RECORD. Fee: 'BY
` St Lucie Count
JURISDICTION: Y
(City, coun'ty,: Township, etc,)
,,:BUILDING LOCATION: 8744 COBBLESTONE DR FORT. PIERCE, FL 34945- u _
(Street address)
BUIL(DINGDESCRIPTION SFR
z r
REVIEWED BY..
Numerals indicated in parenthesis are applicablg code sections"of the 2015 In&rhationai Residential Code.(!RC). The plan review accomplished as indicated
=: �n this record is limded to,tfiose code sections specfically identified herem; This recored references commonly applicable code sections vnth d"ue regard -for
the amount and type of detailed mfo matloh which is,typicaliy fourid on constructlon'docUrn nts,for one -`and two-family dwellings andgtownhouses: it does '
not reference all code provisions which may be appi�cable toespecific btiddmgs Thls record is designed to, be used of11Y by those who are knov0dogeable ,w
a z,�m
av and,capable of exercising-. Otentaudgmentan='evaivatmg construction=siocuments for code compUance.,
CORRECTIONS LIST
Code
No.
DESCRIPTION
Section
PRODUCT APPOVAL 16103.1- R10 FOR THE SH WINDOW IS OUT DATED
PRODUCT APPOVAL 15216.1- R3 FOR THE ROOF UNDERLAYMENT IS OUT DATED
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-1-
CORRECTION LIST (cont'd.)
No.
DESCRIPTION
Code
Section
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) x psf
Roof 'live load (Table R301.6) x psf
Ground snow load psf
'Ultimate design wind speed 160 mph
Wind exposure category (R301.2.1.4) 2-C
High
d design criteria applicable
)1.2.1.1)
design category (SDC)
ire R301.2(2)]
SDCI C&D provisions (R301.2.2) _
WaathPrinn NEG
line
area
VH
Decay area
Winter design temperature
Ice barrier underlayment required
Flood hazards X
FIRE-RESISTANT CONSTRUCTION (R302)
Exterior walls
(R302.1, Tables R302.1(1) and R302.1(2)]
Townhouse separation (R302.2)
Continuity and structural independence
(R302.2.1, R302.2.4)
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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)
X Dwelling/garage fire separation (R302.6)
Under -stair protection (R302.7)
X Wall and ceiling finishes (R302.9)
X Flame spread index (13302.9.1)
X Smoke -developed index (R302.9.2):
Testing (13302.9.3, R302.9.4)
Insulation (R302.10)
X 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)
X 'Fireblocking (R302.11)
X Draftstopping (R302.12)
Fire protection of floors (R302.13)
Combustible insulation clearance (R302.14)
Use
Area (ft2)
Width
Ceiling height'
Natural light`
Natural ventilation*
Living
70
7'-0"
T-0"
8% floor area
4% floor area
Dining
70
7'-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 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.
f
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Required heating (R303.9)
SANITATION (R306 and R307)
X i
Water closet
X
Lavatory
X
Tub or shower
X
Kitchen area with sink'
X I
Sanitary, sewer (Chapter 30)
X
Private disposal (Appendix 1)
-3-
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)
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)
X Where required (R310.1)
X 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 (R311.7.1 - 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
(R311.7.8.1 - R311.7.8.4)
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)
-4-
AUTOMATIC FIRE SPRINKLER SYSTEMS (R3
Townhouses (R313.1)
One- and two-family dwellings (R31
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, spe
approval (R316.3 - R316.8)
DECAY AND TERMITE PROTECTION (R317 am
Protection required
(Table R301.2(1), R317.1, R318.1
Quality mark (R317.2 and R318.1.1)
3)
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R318)
SITE ADDRESS (R319)
Address numbers (R319.1)
ACCESSIBILITY (R320)
Type B dwelling units applicable (R32,0,.1)
ELEVATORS/PLATFORM LIFTS (13321)
Referenced standards (R321.1 - R32 13)
FLOOD -RESISTANT CONSTRUCTION (R322)
General (R322.1)
Hazard area and requirements
(R301.2.4, R309.3, R322.2, R322.
Design professional (R322.3.6)
STORM SHELTERS (R323)
General/referenced standard (R323.1
SOLAR ENERGY SYSTEMS (13324) j
_System, installation, access
(R324.2 - R324.7)
MEZZANINES (R325)
Area, egress, openness, (R325.2 - R3,
SWIMMING POOLS, SPAS AND HOT TUBS (R32
ISPSC (R326.1)
5)
FOOTI N
X-
X
X
FOUNDATIONS (Chapter 4)
(R402)
Wood foundations (R402.1)
;Concrete, compressive strength
(R402.2, R402.3)
(R403)
'Soilbearing 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)
X Depth below (outside) grade = 12" minimum;
but below frosftine (R403.1.4, R403.1.4.1)
X Sill plate bolting in concrete/masonry ='/2' di-
ameter bolts; within,l2", 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)
JDAIION/RETAINING WALLS (R404 - R406)
Masonry foundation walls (R404.1.2)
Wall`height, unbalanced backf ill, 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]
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,arebelow 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 W 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
(3") (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 (R503.2.1)
Thickness (R5032.1)
Allowable spans
(Tables R5032.1.1(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 i3/4"
gravel or'/Z" 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 limit
in -line framing (R505.1)
Structural framing (R505.2)
Material (R505.2.1)
Corrosion protection (R505.2.2)
Identification (R505.2.4)
Fastening (R5052.5)
Floor construction (R505.3)
CONCRETE FLOORS (ON GROUND) (R506)
X Thickness: 3'/2" .minimum; Concrete
(R506.1)
X Support: prepared subgrade; maximu
fill = 8'; maximum sand or gravel
(R5062.1)
Base course: 4" graded with 2" max
aggregate (R506.22)
X Vapor retarder (R5062.3)
X Reinforcement'support (R5062.4)
EXTERIOR DECKS (R507)
Support,'attachment (R507.1 - R50i
Plastic composite materials (R507.3
Decking/deck joists (R507.4, R507.5
Deck beams (R507.6)
Deck posts, connections, footings
(R50771, R507.8)
earth
= 24"
?.4)
l.1
WALL CONSTRUCTION (Chapter 6)
WOOD CONSTRUCTION (R602) Material (R603.2.1)
X I Construction Corrosion protection (R603.2.2)
i [Figures R602.3(1) and R602.3(2)]
Identification (R603.2.4)
grade (R602.2)
X I Design/construction (R602.3)
X I Stud spacing [R602.3.1, Table R602.3(5)]
Interior load -bearing, walls (R602.4)
X I
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 i,
i 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)
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STEEL WALL FRAMING (R603)
General (R603.1)
Structural framing (R603.2)
Fastening (R603.2.5)
Wall construction (R603.3 - R603.5)
Headers (13603.6)
Studs, tracks and structural sheathing
(13603.7 - R603.9)
SHEATHING (R604 and R605)
X 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
(17610.4 - R610.10)
-7-
WALL COVERING (Chapter 7)
INTERIOR WALL COVERING (R702)
Wood, shakes and shingles (R703.6)
Plaster material (R702.2)
Exterior plaster (R703.7)
Plaster support (R702.2.3)
Stone & masonry veneer (13703.8
Figure
X
Gypsum board materials (13702.3.1)
R703.8); Steel angle lintels-4"
bearing each end (R703.8.3) n
mimum
Gypsum board support, application and fas-
Veneer ties: #9 U.S. gage wire or #22
U.S:
tening (R702.3.2 - R702.3.7)
gage by'/e' corrugated metal; horizontal
X
and, vertical spacing; 2.67 squarelfeet.
Ceramic tile (R702.4)
maximum area supported (wind
'; 30 psf
Other finishes (13702.5 and R702.6)
and SD.0 C or D, .maximum area
square feet) (R703.8.4.1)
;T 2
Vapor retarders (R702.7)
Flashing (R703.4 and R703.8.5)
EXTERIOR WALL COVERING (R703)
Exterior insulation and finish systerr
s
X Water-resistive barrier (R703.2)
R
(703.9)
X Attachment and minimum thickness
Fiber cement siding (R703.10)
[Table R703.3(1)]
Vinyl siding (13703.11)
Wood siding (R703.5)
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 (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)
Roof tie -down (17802.11)
CEILING JOISTS [Tables R802.4(1), R802.4(2)]
X Without attic -storage, LL = 1Opsf
X With attic storage LL = 20psf
X Spacing
Species and grade
X Span
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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)
91
ROOF -CEILING CONSTRUCTION (cont'd.)
STEEL ROOF FRAMING (R804) Roof construction (R804.3)
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General (R804.1) Roof tie -down (R804.3.8)
Structural framing (R804.2)
Material (R804.2.1)
Corrosion protection (R804.2.2)
Identification (R804.2.3)
Fastening (R804.2.5)
ROOF VENTILATION (R806)
X Ventilation requirements (R806.1 - R806.5)
ATTIC ACCESS (R807)
X Access requirements (807.1)
ROOF ASSEMBLIES (Chapter 9)
ROOF CLASSIFICATION (R902)
X ' Roof covering materials (R902.1)
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WEATHER PROTECTION (13903)
Flashing (R903.2)
Coping (R903.3)
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Roof drainage (R903.4)
MATERIALS (R904)
X Compatibility; specifications; physical charac-
teristics; identification (R904.2 - R904.4)
REQUIREMENTS FOR ROOF COVERINGS (R905)
X Underlayment (R905.1.1, R905.1.2)
X Asphalt shingles (R905.2)
Clay and concrete tile (R905.3)
Metal roof shingles (R905.4)
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Mineral -surfaced roll roofing (R905.5)
Slate shingles (R905.6)
Wood shingles, (R905.7)
Wood shakes (R905.8)
i 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 (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 (111003)
1 Firebox walls and dimensions
(R1001.5 and R1001.6)
Steel fireplace units (R1001.5.1)
Lintel (noncombustible) (R1001.7)
I
Construction (Table R1001.1, R1003.2,
R1003.3, and Figure R1001.1)
Corbeling (R1003.5)
0