HomeMy WebLinkAboutMISC LETTERE FURNISH ON THE PLANS THE LOCATION OF THE EXISTING GARAGE, IN COMPLIANCE
SECTION R302 OF THE FBC-R 2017 611 edition.
LEASE SHOW ON THE SITE PLAN THE STORM WATER RUN OFF. SEE SECTION 107 OF THE
LORIDA BUILDING CODE — BUILDING, 6th EDITION (2017), AND SECTION 7.04.01 (D) OF THE
D DEVELOPMENT CODE.
LEASE SHOW SLOPED FLOOR IN GARAGE IN ACCORDANCE WITH 309.1 OF THE FLORIDA
UILDING CODE — RESIDENTIAL, 6th EDITION (2017)
LEASE SHOW THE FLOOR AND LANDINGS AT THE EXTERIOR DOORS R311.3.1 OF THE
LORIDA BUILDING CODE — RESIDENTIAL, 6th EDITION (2017) SCANNED
��i'
LEASE SHOW THE REQUIRED ATTIC ACCESS R807.1 FLORIDA BUILDING CODE — By
ESIDENTIAL, 6th EDITION (2017) St Lucie County
EASE SHOW DETAIL FOR THE DORMER EXTERIOR WALL SEE SECTION 107 OF THE FLORIDA
ILDING CODE — BUILDING, 6th EDITION (2017)
EASE SHOW TYPICAL WINDOW JAMB FOR THE FRAME WALL FLORIDA BUILDING CODE —
ILDING, 6th EDITION (2017)
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I
2015 INTERNATIONAL
N
Plan Review # 1811-0327
RESIDENTIAL CODE®
o Date: 12/6f2018
' FOR ONE- AND TWO-FAMILY DWELLINGS Valuation:
PLAN REVIEW RECORD Fee:
JURISDICTION:
FORT PIERCE, FL 34982
(City,, County, Township, etc.)
BUILDINGLOCATION:
003 NDIAN RIVER
7,S I DR,
(Street address)
ILDING/DESCRIPTION:. SFR
REVIEWED? BY ' A
sNulneials indicated in parenthesis are`applicable cotle sections of th'e 2015 tntemationafResidenhat Code (06) The plan review accomplished as indicated "-
�n this"record is I'imited to those code,sei%6ns speciflcally.idenUBed herein. Ttiis,recored references'commonly applicable code sections with due regard for,
a
other amo"unt and type of;detIWed Information awhich is typically found,an construction documents for one- and two-family dwellings and townhouses: It does: .
anot refer",ence all code provisions wfiicFi mayebe applicable to specific buildings This record is designed to be used`only by those wh e, k 'owledgeable
.'°;wand°gcapable of exercising competent judgment in evaluating;constructli ridocGments;fo code compliance: „ , . , , a
CORRECTIONS LIST
Code
No.
DESCRIPTION
Section
PLEASE FURNISH ON THE PLANS THE LOCATION OF THE EXISTING GARAGE
R302
Please SHOW ON THE SITE PLAN THE STORM WATER RUN OFF.
7.04.01 (D) OF THE LAND DEVELOPMENT
PLEASE SHOW SLOPED FLOOR IN GARAGE IN ACCORDANCE WITH
R309.1
PLEASE SHOW THE FLOOR AND LANDINGS AT THE EXTERIOR DOORS R311.3.1
PLEASE SHOW THE REQUIRED ATTIC ACCESS R807.1
PLEASE SHOW DETAIL FOR THE DORMER EXTERIOR WALL
107
PLEASE SHOW TYPICAL WINDOW JAMB FOR THE FRAME WALL
107
I
\\is
fulCopyright,1 • ••Council,'-• •• • • prohibited. ISBN 978-1-60983-611-5
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the: trademark of •nal Code qoqncil,,and is registered Patent and
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IIIIIIIIIIII III IIIIIIIII
INTERNATIONAL
INTERNATIONAL., : 9II781609II836115II
CODE
COUNCIL"PHONE• -
-1-
CORRECTION LIST (cont'd.)
Code
No. DESCRIPTION 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
Flioor 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 osf Dwelling unit penetrations (R302.4)
Ultimate design wind speed 170
Wind exposure category (R301.2.1.4) _
High wind design criteria applicable
(R301.2.1.1)
Seismic design category (SDC)
[Figure R301.2(2)]
SDC C&D provisions (R301.2.2)
i
Weathering
Frost line depth
Termite area
Decay area
Winter design temperature
Ice barrier underlayment required
Fliood hazards X
FIRE-RESISTANT CONSTRUCTION (R302)
i
mph
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)
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)
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 (R302.11)
Draftstopping (R302.12)
Fire protection of floors (R302.13)
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"
7'-0"
8% floor area
4% floor area
�itchen
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 6'4' min. at plumbing fixtures and for non -habitable basements.
Required heating (R303.9) GLAZING (R308)
SANI ATION (R306 and R307) Identification (R308.1)
Water closet Louvered windows or jalousies (R308.2)
Lavatory
Tub or shower
Kitchen area with sink
Sanitary sewer (Chapter 30)
Private disposal (Appendix I)
Human impact loads/hazardous locations
(R308.3, R308.4)
Skylights and sloped glazing (R308.6)
-3-
BUILDING PLANNING (cont'd.)
GARAGES AND CARPORTS (R309)
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)
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)
General (R311.1)
Egress door (R311.2)
Landings at exterior doors
(R311.3 - R311.3.3)
Vertical egress (R311.4)
Construction and attachment (R311.5)
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. Z7)
Handrails required (R311.7.8)
Handrail height, continuity, grip -size
(R311.7.8.1 - R311. Z 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 > 301, 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) I
Townhouses (R313.1)
One- and two-family dwellings (R313.2)
SMOKE ALARMS (R314)
Referenced standards (R314.1)
Location and interconnection
(R314.3, R314.4)
Power source (R314.6)
CARBON MONOXIDE ALARMS (R315)
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,
approval (R316.3 - R316.8)
DECAY AND TERMITE PROTECTION (R317 and R'318)
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 (R320. �)
ELEVATORS/PLATFORM LIFTS (R321)
Referenced standards (R321.1 - R321
FLOOD -RESISTANT CONSTRUCTION (R322)
General (R322.1)
Hazard area and requirements
(R301.2.4, R309.3, R3222, 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 - R3,
SWIMMING POOLS, SPAS AND HOT TUBS (R32
ISPSC (R326.1)
-4-
(R402)
(R402.1)
FOUNDATIONS (Chapter 4)
Concrete, compressive strength
(R402.2, R402.3)
(R403)
bearing 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)
Depth below, (outside) grade = 12" minimum;
but below frost' line (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)
Footings adjacent to slopes (R403.1.7)
Frost -protected shallow foundations (R403.3)
Footings for precast concrete foundations
(R403.4)
ETAINING WALLS (R404 - R406)
foundation walls (R404.1.2)
Wall height, unbalanced backfill, nominal
thickness [Tables R404.1.1(1) -
R404.1.1(4), R404.1.5.1]
iforcement size and spacing
[Tables R404.1.1(2) - R404.1.1(4)]
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 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)
-5-
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, R502.71)
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(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/a"
gravel or'/2" crushed stone (R504.2. )
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)
Fastening (R505.2.5)
Floor construction (R505.3)
CONCRETE FLOORS (ON GROUND) (R506)
X Thickness: 31/2" minimum; Concrete stren
(R506.1)
Support: prepared subgrad4; maximume
fill = 811; maximum sand or gravel fill 1;
(R506.2.1)
Base course: 4" graded with 2" maximu
aggregate (R506.2.2)
X Vapor retarder (R506.2.3)
X Reinforcement support (R506.2.4)
EXTERIOR DECKS (R507)
Support, attachment (R507.1 - R5072.,
Plastic composite materials (R507.3)
Decking/deck joists (R5074, R5075)
Deck beams (R507.6)
Deck posts, connections, footings
(R507.7.1, R5078)
14
WALL CONSTRUCTION (Chapter 6)
WOOD CONSTRUCTION (R602)
Construction
(Figures R602.3(1) and R602.3(2)]
Stud grade (R602.2)
I
Design/construction (R602.3)
Stud spacing [R602.3.1, Table R602.3(5)]
Interior load bearing walls (R602.4)
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)
Headers (Tables R602.7(1) - R602.7(3) and
Figure R602.7.2]
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)]
Minimum length, connections, support, joints,
cripple walls (R602.10.5 - R602.10.11)
Wall anchorage (SDC C and D) (R602.11)
Simplified wall bracing (13602.12)
STEE� WALL FRAMING (R603)
General (R603.1)
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 (11604 and R605)
Wood structural panels (R604)
Particleboard (R605)
MASONRY CONSTRUCTION (R606 - R610)
General design (R606)
Seismic requirements (R606.12)
Glass unit masonry (R607)
Exterior concrete wall construction (R608)
Exterior windows/doors (R609)
Glass unit masonry (R610)
STRUCTURAL INSULATED PANEL WALL
CONSTRUCTION (R610)
Applicability (R610.2)
Materials (R610.3)
Wall panels, construction details
(13610.4 - R610.10)
-7-
WALL COVERING (Chapter 7)
INTERIOR WALL COVERING (R702)
Plaster material (13702.2)
Plaster support (R702.2.3)
Gypsum board materials (13702.3.1)
Gypsum board support, application and fas-
tening (R702.3.2 - R702.3.7)
Ceramic tile (R702.4)
Other finishes (R702.5 and R702.6)
Vapor retarders (R702.7)
EXTERIOR WALL COVERING (R703)
Watee-resistive barrier (R703.2)
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 UPS.
gage by 7/8" corrugated metal; horizontal
and vertical spacing; 2.67 square feet
maximum area supported (wind > 36, 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 (11802)
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)
Engineered wood products (R802.7.2)
Lateral support and bridging (R802.8)
Framing of openings (13802.9)
Wood trusses (R802.10)
Roof tie -down (R802.11)
CEILING JOISTS [Tables R802.4(1), R802.4(2)]
Without attic storage, LL = 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/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 (13803.2.3)
t
-8-
ROOF -CEILING CONSTRUCTION (cont'd.)
STEEL 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)
Ventilation requirements (R806.1 - R806.5)
ATTIC ACCESS (R807)
Access requirements (807.1)
ROOF ASSEMBLIES (Chapter 9)
CLASSIFICATION (R902)
Roof covering materials (R902.1)
ER PROTECTION (R903)
_Flashing (R903.2)
_Coping (R903.3)
_Roof drainage (R903.4)
RIALS (R904)
Compatibility; specifications; physical charac-
teristics; identification (R904.2 - R904.4)
REQUIREMENTS FOR ROOF COVERINGS (R905)
i
Underlayment (R905.1.1, R905.1.2)
Asphalt shingles (R905.2)
Clay and concrete tile (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)
Rep lacement/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)
(Figure R1001.1 and Table R1001.1)
DC D reinforcing/anchorage
(R1001.3 and R1001.4)
rebox walls and dimensions
(R1001.5 and R1001.6)
feel fireplace units (R1001.5.1)
ntel (noncombustible) (R1001.7)
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)
In