HomeMy WebLinkAboutPLAN REVIEW RECORD".' "
'
2015 INTERNATIONAL
RESIDENTIAL CODE® Plan Review # 1812-0026
Date: 12/11/2018
FOR ONE- AND TWO-FAMILY DWELLINGS Valuation: $421,538.25
PLAN REVIEW RECORD Fee: $17,764.54
I.
JURISDICTION:
BUILDING
BUILDING
REVIEWED
(City, County, Township, etc.)
LOCATION: 18101 WAGONWHEEL LN , PORT ST LUCIE, FL 34987
(Street address)
DESCRIPTION: SFR SCANNED
BY:i
Nu'rnerals indicated in parenthesis are applicable code sections of the 20151ntemafionaiResidential Code (IRC). The plan review accomplishedas Indicated
.in this record is limited to those code sections specifically Identified herein. This moored references commonly applicable coda sections with due regard for
the amount and type of detailed Information which Is typically found on construction documents for one. and two-famiy 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 compelentjudgment in evaluating consliucbon documents for code compliance.
CORRECTIONS LIST
No.
DESCRIPTION
Code
Section
Fopyfight, 2015,• •eCoori Inc, ReprodOctibin by any means is,prohibited.ISBN 978-1-bWe3-611-8
\\is the trademarkInternational of
Office.
Trademark additionalIII III IIIII III III III IIIIIIII
IMERNATIONAL •CODE • 9 781609 836115
CODE COUNCILPHONE• • • •
-1-
CORRECTION LIST (cont'd.)
No. DESCRIPTION Cade
Section
IM
NOTE: Entries to this Plan Review Record that require a field check or Inspection of the installation must be coordinated with the inspection phase (13109) 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) 30 psf Two-family dwelling separation (R302.3)
Ground snow load lost Dwelling unit penetrations (R302.4)
Ultimate design wind speed
160
Wind exposure category (R301.2.1.4) 2-BB
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
Termite area VH
Decay area
Winter design temperature
Ice barrier underlayment required
Flood hazards X
FIRE-RESISTANT CONSTRUCTION (R302)
mph Dwelling/garage opening/penetration protec-
tion (R302.5)
Dwelling/garage fire separation (R302.6)
Under -stair protection (R302.7)
Wall and ceiling finishes (R302.9)
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)
Flame spread index (R302.9.1)
Smoke -developed index (R302.9.2)
Testing (R302.9.3, R302.9.4)
Insulation (R302.10)
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)
Fireblocking (13302.11)
Draftstopping (R302.12)
Fire protection of floors (R302.13)
Combustible insulation clearance (R302.14)
Use
Area (ftz)
Width
Ceiling heightt
Natural light`
Natural ventilation'
Living
70
T-0"
7-0"
8%floor area
4%floor area
Dining
70
T-0"
7'-0"
8%floor area
4%floor area
Kitchen
N.A.
N.A.
7' 0"
8%floor area
4%floor area
Bedroom
70
T-0"
7'4"
8%floor area
4%floor area
Bathroom
N.A.
N.A
6' 8"
3 square feet
1 % square feet
See Sections R303.1 & R303.3 for mechanical ventilation and artificial light and R303.4 for required whole -house mechanical ventilation.
t 618" min. at plumbing fixtures and for non -habitable basements.
Required heating (17303.9)
SANITATION (R306 and R307)
X' Water closet
X Lavatory
X Tub or shower
X Kitchen area with sink
X Sanitary sewer (Chapter30)
I.X Private disposal (Appendlx l)
GLAZING (R308)
Identification (R308.1)
Louvered windows or ]alousies (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)
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)
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
(17311.3 - 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
(13311.7.5 - R311.7.5.4)
Stairway landings and walking surfaces
(R311.7.6, R311.7.7)
Handrails required (R311.7.8)
Handrail height; continuity, grip -size
(13311.7.8.1 - R311.7.8.4)
Stairway illumination (13303.7, R311.79)
Special stairways (13311.710)
Ramp slope, landings, handrails (13311.8)
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)1
i
SMOKE ALARMS (R314)
Referenced standards (R314.1)
X Location and interconnection
(13314.3, 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 (13316.3 - 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)
Type B dwelling units applicable (17320.1)
ELEVATORS/PLATFORM LIFTS (R321)
i
Referenced standards (R321.1 - R321. )
FLOOD -RESISTANT CONSTRUCTION (R322)
General (17322.1)
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 - R325.5)
SWIMMING POOLS, SPAS AND HOT TUBS (R326)
ISPSC (11326.1)
-4-
FOUNDATIONS (Chapter 4)
i (R402)
Woodfoundatiors, (R402'1)
Concrete, compressive strength
(R402.2, R402.3)
JGS (R403)
_Soil bearing value (R401.4, R403.1)
width
es R403.1(1) - R403.1(3)]
oting edge thickness; footing projection =
2" minimum, but 5 footing thickness
(R403.1.1)
in SDC and,D
k 1.2 and R403.1.6.1)
pth below (outside) grade = 12" minimum;
but below,frostline (R403.1.4, R403.1.4.1)
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)
adjacent to slopes (R403.1.7) .
tected shallow foundations (R403.3)
for precast concrete foundations
WALLS (R404-=R406)
Masonry foundation walls (R404.1.2)
Wall height, unbalanced backfill, nominal
thickness (Tables R404.1.1(1) -
R404.1.1(4), R404.1.5.1]
ant size and spacing
R404:1.1(2) - R404.1.1(4)]
ncrete foundation walls (R404.1.3)
ill height, unbalancedbackfill, nominal
thickness [Tables R404.1.2(1) -
R404.1.2(8), R404.1.5.21
Horizontal and verticalreinforcement 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* (13405)
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 decaior corrosion
(R4071 and R407.2)
X Structural requirements'(R4073)
Anchorage (R4073)
Wood columns (minimum 4" square) (R407.3)
Steel columns (minimum 3" diameter, Sched-s
ule40pipe) (R4073)
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-
FLOORS (Chapter 5)
WOOD JOISTS AND GIRDERS (R502)
Species and grade (13502.1)
Joists —Sleeping areas, LL = 30 psf
[Table R502.3.1(1)]
Joists-Nonsleeping areas, ILL. = 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)1
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 (13503.2.1)
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'/," crushed stone (R504.2.,1)
Moisture barrier: placed over base course
(R504.2.2)
Materials (13504.3)
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)
Fastening (17505.2.5)
Floor construction (R505.3)
CONCRETE FLOORS (ON GROUND) (R506) j
X Thickness: 3'/2" minimum; Concrete str ngth
(R506.1)
X Support: prepared subgrade, maximum earth
fill= 811; maximum sand -or fill =k24"
(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 - R50Z2.4)
Plastic composite materials (R507.3)
Decking/deck joists (R507.4, R507.5)
Deck beams (R50;
Deck posts, connections; footings
(13507.71, R507.8)
Ma
WALL CONSTRUCTION (Chapter 6)
WOOD CONSTRUCTION (R602)
Construction
(Figures R602.3(1) and R602.3(2)]
Stud grade (R602.2)
Design/construction (R602.3)
Stud spacing [R602.3.1, Table R602.3(5)]
Interior load -bearing walls (R602.4)
X Interior nonbearing walls: 2 x 3" at 24" o.c.
or 211 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]
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) (17602.11)
Simplified wall bracing (17602.12)
STEEL WALL FRAMING (R603)
_TGeneral (17603.1)
Structural framing (R603.2)
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 (13606)
Seismic requirements (R606.12)
X Glass unit masonry (R607)
X Exterior concrete wall construction (R608)
X Exterior windows/doors (R609)
Glass unit masonry (17610)
STRUCTURAL INSULATED PANEL WALL
CONSTRUCTION (R610)
Applicability (R610.2)
Materials (R610.3)
Wall panels, construction details
(R610.4 - R610.10)
7-
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.tile (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(I)]
Wood siding (17703.5)
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 UIS.
gage by 7/8", corrudked' metal; horizontal
and :vertical spa6ing;,2.67 square feet.
maximum area supported (wind > 3d 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 (13703.10)
Vinyl siding (13703.11)
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 (13802.7.2)
Lateral support and bridging (R802.8)
X Framing of openings (R802.9)
Wood trusses (R802.10)
X Roof tie -down (17802.11)
CEILING JOISTS [Tables R802.4(1), R802.4(2)]
Without attic storage, ILL = 10psf
With attic storage LL = 20psf
Spacing
Species and grade
Span
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/Hq; Adjustment factor
ROOF SHEATHING (R803.2)
Grade
X Thickness
FRTW allowable stresses/grading
XAllowable spans [Table R503.2.1.1(1)]
X Installation (R803.2.3)
0
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 (13806.1 - 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)
ROOF CLASSIFICATION (R902)
X Roof covering materials (R902.1)
WEATHER PROTECTION (R903)
Flashing (R903.2)
Coping (R903.3)
Roof drainage (R903.4)
MATERIALS (R904)
Compatibility; specifications; physical charac-
teristics; identification (R904.2 - R904.4)
REQUIREMENTS FOR ROOF COVERINGS (R905)
XX Underlayment (R905.1.1, R905.1.2)
X Asphalt shingles (R905.2)
,Clay and concrete tile (R905.3)
Metal roof shingles (13905.4)
Mineral -surfaced roll roofing (11905.5)
Slate shingles (R905.6)
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 (13905.13)
NOA / PA Sprayed polyurethane foam roofing (R905.14)
NOA / PA Liquid -applied roofing (13905.15)
NOA / PA Photovoltaic shingles (13905.16)
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 (11908.3, R908.4)
_Wood shingles (R905.7) ROOFTOP - MOUNTED PHOTOVOLTAIC
Wood shakes (13905.8) PANEL SYSTEMS (R909)
Built-up roofs (R905.9) Materials and installation (R909.1 - R909.3)
CHIMNEYS AND FIREPLACES (Chapter 10)
MASONRY FIREPLACES (R1001)
Construction
(Figure R1001.1 and Table R1001.1)
SDC D reinforcing/anchorage
(171001.3 and R1001.4)
Firebox walls and dimensions
(131001.5 and R1001.6)
Steel fireplace units (171001.5.1)
Lintel (noncombustible) (131001.7)
Hearth extension (R1001.9, R1001.10)
Fireplace clearance (137001.11)
Fireblocking (R1001.12)
MASONRY CHIMNEYS (R1003)
Construction (Table R1001.1, R1003.2,
R1003.3, and Figure R1001.1)
Corbeling (131003.5)
91
ERGY CALC'S INFORMATION BLOCK AT THE TOP OF THE PAGE ARE INCOMEPLETE/INCORRECT OWNERS NAME MISSING, AND THE WRONG
PERMIT OFFICE. SEE SECTION 405.4.2 (1) OF THE 2017 FLORIDA ENERGY CODE.
'EASE PROVIDE A MACHANICAL DETAIL PER R103.2 OF THE 2017 FLORIDA BUILDING CODE -ENERGY CONSERVATION SIXTH EDTITION,
107.2.1 OF THE 2017 FLORIDA BUILDING CODE SIXTH EDTITION
.PLEASE REVIEW PAGE A3.00 WALL INSULATION RIDGID INSULATION BOARD DOES NOT MATCH WITH THE ENERGY CALCS.
ENERGY CALULATIONS MUST HAVE THE PREPARERS ORIGINAL SIGNATURE PLEASE FURNISH NEW ENERGY CALULATIONS WITH ORIGINAL
SIGNATURES PER 107.1 OF THE 2017 FLORIDA BUILDING CODE
V PLEASE REVIEW PAGE A1.00 DOOR & WINDOW RUCK FASTENING REFER TO AN OUT DATED CODE CYCLE
✓PLEASE PROVIDE DETAIL WITH R318.1 TERMITE PROTECTION OF THE 2017 FBC-R 6TH EDITON.