HomeMy WebLinkAboutPLAN REVIEW RECORDw
I
2015 INTERNATIONAL
Plan Review # 1810-0630
°Q RESIDENTIAL CODE®
Date: 1 onil s
' FOR ONE. AND TWO-FAMII.Y DWELLINGS Valuation:
PLAN REVIEW RECORD' Fee:
JU .ISDICTION:
(City,, county, Township, etc.)
BUILDING LOCATION. 8604 COBBLESTONE DR ;FORT PIERCE, FL,34945
(Street address)
BUILDING .DESCRIPTION SF RCAM
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Numd gals indicated m parenthesis are,applioable cod6 sections of the 20l5 /ntemationai kestdenti6i Code"(IRC) The plan review accomplished as indicated
f, in this record �s limited to those codesectionsspeci8cally�identtfied herein This recored'references commonly applicable cotle secbons vinth due regard for • :;
`tfie amount and type of detailed info"miatlori"which i"s,typfcaily found on constructwn documents, for one -'and twofamily dwelliijgs and townhouses; it does
° not reference aIP`code'provis�ons which may be applicable tospecific buildings This.record fs designed to`be used only bylhose who ijre knowledgeable •`_`
;;"�,antl,capabie of exercising competent judginent;inFevaluating construction documents for code,compliance. , °" , ° ;
CORRECTIONS LIST
Code
N,
DESCRIPTION
Section
PRODUCT APPOVAL 15216.1- R3 FOR THE ROOF UNDERLAYMENT IS OUT DATED
PRODUCT APPOVAL 16103.1- R10 FOR THE SH WINDOW IS OUT DATED
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Copyright, 2015, Internat• oCouncil,Reproducflon by prohibited. ISBN 978-1-60983-611-5
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INTERNATIONAL
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INTERNATIONAL•DCOUNCIL,
CODE
COUNCIL'PHONE• ' 01 1
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CORRECTION LIST (cont'd.)
No.
DESCRIPTION
i
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
FI r live load (Table R301.5) x psf
(R302.2.2, R302.2.3)
Roof live load (Table R301.6) x psf
Two-family dwelling separation (R302.3)
Ground snow load psf
Dwelling unit penetrations (R302.4)
i 160
Ultimate design wind speed mph
Dwelling/garage opening%penetration protec-
tion (R302.5)
W
nd exposure category (R301.2.1.4) 2-C
X Dwelling/garage fire separation (R302.6)
High
wind design criteria applicable
(R301.2.1.1)
Under -stair protection (R302.7)
Seismic design category (SDC)
X Wall and ceiling finishes (R302.9)
[Figure R301.2(2)]
X Flame spread index (R302.9.1)
SDC C&D provisions (R301.2.2)
X Smoke -developed index (R302.9.2)
Weathering NEG
FI
ie depth
area
area
design temperature
Testing (R302.9.3, R302.9.4)
VH Insulation (R302.10)
rier underlayment required
iazards
X
STANT 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)
ROOM PLANNING REQUIREMENTS (R303 through R305)
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
T-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 Y2 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) GLAZING (R308)
SANITATION (R306 and R307) Identification (R308.1)
X Water closet Louvered windows or jalousies (R308.2)
X LavatoryHuman impact loads/hazardous locations
X (R308.3, R308.4)
Tub or shower Skylights and sloped glazing (R308.6)
X Kitchen area with sink
X Sanitary sewer (Chapter 30)
X Private disposal (Appendix I)
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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)
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
(R311.76, R311.7.7)
Handrails required (R311.7.8)
Handrail height,, continuity, grip -size
(R311.7.8.1 - R311.7.8.4)
Stairway illumination (R303.7, R311.7.9)
Special stairways (13311.7.10)
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_;,spec
approval (R316.3 - R316.8)-
DECAY AND TERMITE PROTECTION (R317 and
Protection required
(Table R301.2(1), R317.1, R318.1)
Ouality.mark (R317.2 and R318.1.1)
SITE ADDRESS (R319)
Address numbers (R319.1)
ACCESSIBILITY (R320)
Type B dwelling units applicable (R320.
ELEVATORS/PLATFORM LIFTS (R321)
Referenced. standards (R321.1 - 13321.1�
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 (13323.1)
SOLAR ENERGY SYSTEMS (R324)
System, installation, access
(R324.2 - R324.7)
318)
MEZZANINES (R325)
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Area, egress, openness (R325.2 - R325.5)
SWIMMING POOLS, SPAS AND HOT TUBS (R326)
ISPSC (R326.1)
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FOU
FOUNDATIONS (Chapter 4)
_S (R402)
Wood foundations, (R402.1)
Concrete, 'compressive.strength
(R402.2, R402.3)
S (R403)
bearing value (13401.4, R403.1)
Footing width
(Tables R403.1(1) - R403.1(3)]
Footing'edge thickness; footing projection =
2" minimum, buts 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)
_Footings for precast concrete foundations
(R403.4)
ON/RETAINING WALLS (R404 - R406)
foundation walls (R404.1.2)
Waiiheight, 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]
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 site (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 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 (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.restrainf and bridging
(R502.7 R502.71)
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 (R503.2.1)
Allowable spans
(Tables R503.2.1.1(1) and R503.2.1.1(2)]
Installation [Table 602.3(i)]
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 3/4"
gravel or'/2" crushed stone (R504.2.1)
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Moisture barrier: placed over base course
(R504.2.2)
Materials (R504.3)
STEEL FLOOR FRAMING (R505)
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Cold -formed steel; applicability limits;
in -line framing (R505.1)
Structural framing (R505.2)
Material (17505.2.1)
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 str ngth
(R506.1)
Support: prepared subgrade; maximum earth
fill = 8" maximum sand or gravel fill � IN"
(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 (R507.4, R507.5)
Deck beams (R507.6)
Deck posts, connections„footings
(R507.7.1, R507.8)
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WOOD
X
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P�
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STE
WALL CONSTRUCTION (Chapter 6)
CONSTRUCTION (R602)
Construction.
(Figures R602.3(1) and R602.3(2)]
Stud ( grade R602.2
9 )
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 0 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) (13602.11)
_Simplified wall ,bracing (13602.12)
WALL FRAMING (R603)
_General (17603.1)
_Structural framing (R603.2)
Material (13603.2.1)
Corrosion protection (R603.2.2)
Identification (R603.2.4)
Fastening (R603.2.5)
Wall construction (13603.3 - R603.5)
Headers (R603.6)
Studs, tracks and structural sheathing
(R603.7 - R603.9)
SHEATHING (R604 and R605)
X Wood structural panels (13604)
Particleboard (13605)
MASONRY CONSTRUCTION (11606 - R610)
X General. design. (13606)
Seismic requirements (R606.12)
Glass unit -masonry (13607)
X Exterior concrete wall construction. (R608)
X Exterior windows/doors (R609)
Glass -unit masonry (13610)
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)
X Ceramic tile (R702.4)
Other finishes (R702.5 and R702.6)
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)
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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
gage by'/8" corrugated'metal; horizontal
and vertical.spacing; ,2.67 square feet
maximum area supported (wind > ,,0 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 (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 (R802.11)
CEILING JOISTS [Tables R802.4(1), R802.4(2)]
X 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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X
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)
drainage (R903.4)
(R904)
Compatibility; spedifications; physical charac-
teristics; identification (R904.2 - R904.4)
ENTS 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)
rfaced 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)
FIREPLACES (R1001)
(Figure R 100 1. 1 and Table R 1001.1)
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)
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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)