HomeMy WebLinkAboutPLAN REVIEW RECORD`14
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2015 INTERNATIONAL
Plan: Review # 181,0-0626
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RESIDENTIAL CODE®
Date:10/7/18
' FOR ONE- AND TWO-FAMILY DWELLINGS Valuation:
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PLAN,REVIEW RECORD Fee:
JURISDICTION:
County,' Township, etc.)
(City, .
I �= .`8740 COBBLESTONE DR ,'FORT PIERCE,.FL 34945 = .
BUILDING
.LOCATION
Street address) E
ey
SFR
� BUILDING,DESCRIPTION - � sf
"RE1%IEWED BYE µ. m
Numerals ind)cated m parenthesis are'applicatile code sections of the m 20151nteahonat Resrdentia! Code:(!RC) The plan review accomplished as indicated
in this record is limited to"those cotle sections specificji"aliy'idenfified herein, This recored references commonty applicable code sections v�nth due`regard for:.,,,
e. the amount and type of tletailed irifgrmafion which ishtypicaily found on construcfion documents,for one and two family dwellings agd.townhouses It does:
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not referenceali`code provisions which may, ce applicable to,specifo bwldirigs This record is designed�to be used'only by those who areknowledgeable'
,agd capable�of�tero�sidg,corppetnt,judgmQnt)n evalutmg.6onstrUciion cjocumentsf(or_cod cop6ance:
j CORRECTIONS LIST
Code
No.
DESCRIPTION
Section
PRODUCT APPOVAL 15216.1- R3 FOR THE ROOF UNDERLAYMENT IS OUT DATED
PRODUCTAPPOVAL 16103.1- R10 FOR THE SH WINDOW IS OUT DATED
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Copyright,• ••- Council,'-• •• • • • • -• ISBN 978-1-6U983-611-5
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INTERNATIONAL9II781609II836115II
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INTERNATIONAL
CODE COUNCIL'PHONE• ' 01 02PR1
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CORRECTION LIST (cont'd.)
No. DESCRIPTION Code
Section
-2-
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) x psf
(R302.2.2, R302.2.3)
Roof live load (Table R301.6) x psf
Two-family dwelling separation (R302.3)
load
Dwelling unit penetrations (R302.4)
Ground snow psf
160
Dwelling/garage opening/penetration protec-
Ultimate design, wind speed mph
tion (R302.5)
Wind exposure category (R301.2.1.4) 2-C
X Dwelling/garage fire separation (R302.6)
High wind design criteria applicable
Under -stair protection (R302.7)
(R301.2.1.1)
X Wall and ceiling finishes (R302.9)
Seismic design category (SDC)
[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
Testing (R302.9.3, R302.9.4)
Frost line depth
Termite area VH
Insulation (R302.10)
Decay area
X Flame spread/smoke-developed
Winter design temperature
(R302.10. i, R302.10.2)
Ice barrier underlayment required
Cellulose loose -fill and exposed attic
Flood hazards X
insulation (R302.10.3, R302.10.4)
FIRE-RESISTANT CONSTRUCTION (R302)
Testing (R302.10.5)
Exterior walls
X Fireblocking (R302.11)
[R302.1, Tables R302.1(1) and R302.1(2)]
X Draftstopping (R302.12)
Townhouse separation (R302.2)
Fire protection of floors (R302.13)
Continuity and structural independence
Combustible insulation clearance (R302.14)
(R302.2.1, R302.2.4)
MnnflA DI AAIAIIAIr, RFr]I IIRFAAFNTG fRRnRthrniinh RRn.q)
Use
Area (ft')
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
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
11/2 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)
X
Water closet
X
Lavatory
X
Tub or shower
X
Kitchen area with sink
X
Sanitary sewer (Chapter 30)
X
Private disposal (Appendix 1)
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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)
-3-
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 (11311)
X General (R311.1)
X Egress door (R311.2)
Landings at exterior doors
(R311.3 - R311.3.3)
Vertical egress (R311.4) .
Constructionand attachment (R311.5)
X Hallways (R311.6)
Stairway width; headroom, vertical rise, walk -
line (R311.7.1 - R311.7.4)
Stairway treads, risers profiles
(R311.75 - R311. Z5.4)
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 (R311.7.10)
Ramp slope, landings, handrails (R311.8)
GUARDS AND WINDOW PROTECTION (R312)
Required for open -sided surfaces, -stairs,
ramps and landings > 3V 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 (13313)
Townhouses (R313.1)
One- and two-family dwellings (R313.2)
SMOKE ALARMS (13314)
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 (13320)
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) 1
Design professional (R322.3.6)
STORM SHELTERS (13323)
General/referenced standard (R323.1)
SOLAR ENERGY SYSTEMS (19324)
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)
-4-
FOUNDATIONS (Chapter 4)
MATERIALS (R402)
I 'Wood foundations (R402.1)
Concrete; compressive strength
(R402.2, R402.3)
FOOTINGS (R403)
X 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)
X S ll,plate bolting in concrete/masonry ='/2" di-
ameter bolts, within -121' but not less than 7
bolt diameters from ends, 7" embedment
(R403.1.6) '
Footings adjacent to slopes (R403.1.7)
I
Frost -protected shallow foundations (R403.3)
Footings for precast concrete foundations
(R403.4)
FOUNDATION/RETAINING WALLS (R404 - R406)
Masonry foundation walls (R404.1.2)
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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]
Horizontal and vertical reinforcement siie 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.usabie 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,.Sch_ed-
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)
-5-
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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, R502.7.1)
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 (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 3/4,
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 limits;
in -line framing (R505.1)
Structural framing (R505.2)
Material (R505.2.1)
Corrosion protection (R505.2.2)
Identification (R505.2.4)
I
Fastening (R505.2.5)
Floor construction (R505.3)
CONCRETE FLOORS (ON GROUND) (R506)
X Thickness: 31/2" minimum; Concrete str a ngth°
(R506.1)
X Support: prepared subgrade; maximum earth
fill = 8"; 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 - 175072.41
Plastic composite materials (R507.3) I
Decking/deck joists (R507.4, R507.5)
Deck beams (R507.6)
Deck posts, connections, footings
(R507.7.1, R507.8)
i WALL CONSTRUCTION (Chapter 6)
WOOD CONSTRUCTION (R602) Material (R603.2.1)
X Construction' Corrosion protection (R603.2.2)
(Figures R602.3(1) and R602.3(2)J Identification (R603.2.4)
Stud grade (R602.2)
XI Design/construction (R602.3)
X Stud spacing [R602.3.1, Table R602.3(5)]
Interior load -bearing walls (R602.4)
Xi 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
Headers (Tables R602.7(1) - R602.7(3) and
Figure R602.7.21
Fireblocking (R602.8, R302.11)
i 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)J
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)
STEEL WALL FRAMING (R603)
General (R603.1)
Structural framing (R603.2)
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)
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
(R610.4 - R610.10)
-7-
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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)
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'/e" corrugated metal; horizontal
and vertical spacing; -2.67 square l°eet
maximum area supported (wind > 30 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 [(able R503.2.1.1(1)]
X Installation (R803.2.3)
In
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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) ROOF VENTILATION (R806)
Material (R804.2.1) X Ventilation requirements (R806.1 - R806.5)
Corrosion protection (R804.2.2) ATTIC ACCESS (R807)
Identification (R804.2.3)
X Access requirements (807.1)
Fastening (R804.2.5)
ROOF ASSEMBLIES (Chapter 9)
ROOFi CLASSIFICATION (R902)
X Roof covering; materials (R902.1)
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WEATHER PROTECTION (R903)
Flashing (R903.2)
Coping (R903.3)
Roof drainage (R903.4)
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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 the (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)
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)
I
MASONRY FIREPLACES (111001)
i 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)
I
Lintel (noncombustible) (R1001.7)
Hearth extension (R1001.9, R1001.10)
Fireplace clearance (R1001.11)
Fireblocking (R1001.12)
MASONRY CHIMNEYS (111003)
Construction (Table R1001.11 R1003.2,
R1003.3, and Figure R1001.1)
Corbeling (R1003.5)