HomeMy WebLinkAboutBUILDING CHECKLISTProvide NOAs / product approvals for the cement fiber board to be used. ALL DOCUMENTS SUBMITTED FOR REVIEW MUST BE IN DUPLICATE.
AS PER CHAPTER 1, SECTION 107 SUBSECTION 107.1 OF THE 2014 FLORIDA BUILDING CODE.
Provide detail showing material and method of attachment of the fiber siding attachment CMU and wood.
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FURNISH 2 SETS OF ENGINEERED TRUSS DRAWINGS WITH THE (ENEGINEER OF RECORDS APPOVAL STAMP WITH ORIGNAL SIGNITURE) 107.2.1
OF THE 2017 FLORIDA BUILDING CODE SIXTH EDTITION.
FURNISH 2 SETS OF PLANS WITH THE ENEGINEER / ARCHITECH OF RECORD ORIGNAL SIGNITURE) 107.2.1 OF THE 2017 FLORIDA BUILDING CODE
SIXTH EDTITION.
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ADD THE CUBIC VOLUME OF THE CONDITIONED SPACE TO INFORMATION BLOCK CONTAINING THE SQUARE FOOT INFORMATION. SEE
CHAPTER 1 SECTION 107 OF THE 2017 FLORIDA BUILDING CODE SIXTH EDTITION SCANNEp),
SHOW CERAMIC TILE IS IN ACCORDANCE WITH 702.4 OF THE 2017 FLORIDA RESIDENTIAL CODE SIXTH EDITION BY �33
�t SHOW FIREBLOCKING IN ACCORDANCE WITH SECTION 302.11 OF THE 2017 FLORIDA RESIDENTIAL CODE Lucie Co®urtf y
SHOW GYPSUM BOARD MATERIALS ARE IN ACCORDANCE WITH 702.3.1 OF THE 2017 FLORIDA RESIDENTIAL CODE
SHOW R302.11 Fireblocking. R302.1.1.1 Fireblocking materials In combustible construction,
fireblocking shall be provided to cut off both vertical and horizontal concealed draft openings and to form
an effective fire barrier between stories, and between a top story and the roof space
PROVIDE A COMPLETE STAIR DETAIL [A]107.2.3 Means of egress R311.5.1 Attachment, R311.7.1
Width, R311.7.5.3 Nosings
PROVIDE DETAIL FOR GYPSUM R702.3.5 Application
SHOW R703.1.2.1 Wind resistance of soffits. Show/identify Soffits and their attachments shall be
i capable of resisting wind loads specified in Tables R301.2(2) and R301.2(3) for walls using an effective
wind area of 10 square feet
SHOW R309.4 Automatic garage door openers. Automatic garage door openers, if provided, shall be
listed and labeled in accordance with UL 325.
SHOW R903.2 Roof Flashing. Show/identify Flashings shall be used to seal roofing systems, where the
system is interrupted or terminated and shall be installed in a manner that prevents moisture from
entering the wall and roof through joints in copings, through moisture permeable materials and at
intersections with parapet walls and other penetrations through the roof plane.
SHOW R903.2.1 Roof Flashing Locations. Showlidentify Flashings shall be installed at wall and roof
intersections, wherever there is a change in roof slope or direction and around roof openings. Where
flashing is of metal, the metal shall be corrosion resistant with a thickness of not less than provided in
Table R903.2.1 or in compliance with RAS 111.
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2015INTERNATIONAL
Plan Review # 1810-0386
RESIDENTIAL CODE®
Date: 10/29/2018
' FOR ONE- AND TWO-FAMILY DWELLINGS Valuation:
PLANREVIEW RECORD Fee:
(City, County, Township; a C.) .
�R'BUILDING LOCATION. 18700. MACH ONE DR , PORT ST LUCIE, FL 34987
a
="(Street� ddress)
;:,BUILDING DESCRIPTION., :.° SFR
f�
REVIEWED BY JIIVFW =,;f.•
'11C
Noumerals indicated iri'parenthasis are applicable code sections of the'20151ntemational Residential Code (Y?C) The plan review accomplished,as indicated
mthis record is limited to those code sections specfically identified,herein This recored references commonly applicable code sbd' ns,Wifi',due regard for ,;
ethe amoynt and°type of detailed information which is typ(cally found ion construction °documents for one and two-farrilly tlwelUrigs and to+ivnhousesit does„
not"reference all code rovtsions which'ma tie a hcable to s ecifib" builiiin s :This record is �desi" ned to be used on b those who are knowled eabie
". d P y. pP P 9 9_ IY Y, g
, :and capable of exercising competent judgment in,evaluating.constructiort documents for�code compliance. ,,,
CORRECTIONS LIST
Code
No.
DESCRIPTION
Section
•• • • - • • Rep •• • •
\\is the trademarkof - • - ••• Council,and is registered
prohibited. ISBN 978-1-60983-611-5
in the U.S. atent - •
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Trademark• additionalcontact:
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INTERNATIONAL-•-
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INTERNATIONAL
9II781609II836115II
CODE COUNCIL'PHONE• -
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CORRECTION LIST (cont'd.)
No. DESCRIPTION Code
Section i
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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
Floor live load (Table R301.5) psf
(R302.2.2, R302.2.3)
Roof live load (Table R301.6) psf
Two-family dwelling separation (R302.3)
Ground snow load psf
Dwelling unit penetrations (R302.4)
Ultimate design wind speed x mph
Dwelling/garage opening/penetration protec-
tion (R302.5)
Wind exposure category (R301.2.1.4) x
Dwelling/garage fire separation (R302.6)
High wind design criteria applicable
Under -stair protection (R302.7)
(R301.2.1.1) x
X
Seismic design category (SDC)
Wall and ceiling finishes (R302.9)
[Figure R301.2(2)]
Flame spread index (R302.9.1)
SDC C&D provisions (R301.2.2)
Smoke -developed index (R302.9.2)
Weathering
Frost line depth
Testing (R302.9.3, R302.9.4)
Termite area
Insulation (R302.10)
Decay area
Flame spread/smoke-developed
Winter design temperature
(R302.10.1, R302.10.2)
Ice barrier underlayment required
Cellulose loose -fill and exposed attic
Flood hazards
insulation (R302.10.3, R302.10.4)
FIRE-RESISTANT CONSTRUCTION (R302)
Testing (R302.10.5)
Exterior walls
Fireblocking (R302.11)
(R302.1, Tables R302.1(1) and R302.1(2)]
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Draftstopping (R302.12)
I 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)
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ROOM PLANNING REQUIREMENTS (R303 through R305)
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
IV, 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 (13306 and R307) X Identification (R308.1)
I X Louvered windows or jalousies R308.2
i Water closet 1 ( )
X
Lavatory
I
X Tub or shower
X Kitchen area with sink
X Sanitary sewer (Chapter 30)
X 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) AUTOMATIC FIRE SPRINKLER SYSTEMS (R313)
X Floor surface noncombustible; sloped floor Townhouses (R313.1)
(R309.1) One- and two-family dwellings (R313.2)
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)
X General (R311.1)
X Egress door (R311.2)
X 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
(R311.75 - R311.7.5.4)
Stairway landings and walking surfaces
(R311.76, 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 (17312.1.1)
Height - 36" (R312.1.2)
Opening limitations (R312.1.3)
Window fall protection (R312.2)
SMOKE ALARMS (R314)
X Referenced standards (R314.1)
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 (13315.6)
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 (13317.2 and R318.1.1)
SITE ADDRESS (R319)
Address numbers (R319.1)
ACCESSIBILITY (R320)
X Type B dwelling units applicable (17320.1)
ELEVATORS/PLATFORM LIFTS (13321)
Referenced standards (R321.1 - R321.3)
FLOOD -RESISTANT CONSTRUCTION (R322)
General (13322.1)
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)
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)
I
Concrete, compressive strength
(R402.2, R402.3)
FOOTINGS (R403)
X Soil bearing value (R401.4, R403.1)
X Footing width
(Tables R403.1(1) - R403.1(3)]
Footing edge thickness; footing projection =
2" minimum, but _< footing thickness
(R403.1.1)
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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)
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)
)tings for precast concrete foundations
(R403.4)
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FOUNDATION/RETAINING 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]
Reinforcement size and spacing
(Tables R404.1.1(2) - R404.1.1(4)]
Concrete foundation walls (R404.1.3)
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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 R4072)
X Structural requirements (R407.3)
Anchorage (R407.3)
Wood columns (minimum 4" square) (R4073)
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 (13502.4)
Bearing (1.5" minimum on wood or metal; 3"
on masonry or concrete) and lapped joists
(311) (13502.6, R502.6. 1)
Lateral restraint and bridging
(R502.7, R502.71)
Drilling and notching (R502.8)
Fastening (R502.9)
Framing of openings (13502.10)
Wood trusses (R502.11)
Draftstopping (13502.12)
LUMBER FLOOR SHEATHING (R503.1)
Allowable span (Table R503.1)
End joints (13503.1.1)
WOOD STRUCTURAL PANEL SHEATHING (R503.2)
Grade (13503.2.1)
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)
Moisture barrier: placed over base course
(R504.2.2)
Materials (13504.3)
STEEL FLOOR FRAMING (13505)
Cold -formed steel; applicability limits;
in -line framing (13505.1)
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Structural framing (R505.2)
Material (13505.2.1)
Corrosion protection (R505.2.2)
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Identification (R505.2.4)
Fastening (R505.2.5)
Floor construction (R505.3)
CONCRETE FLOORS (ON GROUND) (R506)
X Thickness: 3'/2" minimum; Concrete strength
(R506.1)
X Support: prepared subgrade; maximum earth
fill = 8"; maximum sand or gravel fill = 24"
(R506.2.1)
Base course: 4" graded with 2" maximum
aggregate (R506.2.2)
X Vapor retarder (R506.2.3)
Reinforcement support (R506.2.4)
EXTERIOR DECKS (R507)
Support, attachment (13507.1 - R5072.41
Plastic composite materials (R507.3)
Decking/deck joists (R5074, R5075)
Deck beams (R507.6)
Deck posts, connections, footings
(R507.7.1, R5078)
10
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WALL CONSTRUCTION (Chapter 6)
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)
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)
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)
EL WALL FRAMING (R603)
General (R603.1)
Structural framing (R603.2)
Material (17603.2.1)
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
(13603.7 - R603.9)
SHEATHING (R604 and R605)
Wood structural panels (R604)
Particleboard (13605)
MASONRY CONSTRUCTION (R606 - R610)
X General design (R606)
Seismic requirements (R606.12)
Glass unit masonry (R607)
X 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.
(R610.4 - R610.10)
-7-
. a
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 (R702.5 and R702.6)
Vapor retarders (R702.7)
EXTERIOR WALL COVERING (R703)
Water -resistive barrier (R703.2)
Attachment and minimum thickness
[Table R703.3(1)]
Wood siding (R703.5)
X
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 feet
maximum area supported (wind > 30 psf
and SDC C'or D, maximum area = 2
square feet) (R703.8.4.1)
Flashing (13703.4 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 (17802.3.1)
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 (17802.7.2)
Lateral support and bridging (R802.8)
Framing of openings (R802.9)
Wood trusses (13802.10)
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
Thickness
FRTW allowable stresses/grading
Allowable spans [Table R503.2.1.1(1)]
Installation (R803.2.3)
In
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)
Ventilation requirements (R806.1 - R806.5)
ATTIC ACCESS (R807)
X Access requirements (8071)
ROOF ASSEMBLIES (Chapter 9)
= CLASSIFICATION (R902)
X Roof covering materials (R902.1)
ER PROTECTION (R903)
_Flashing (R903.2)
_Coping (R903.3)
_Roof drainage (R903.4)
ERIALS (11904)
Compatibility; specifications; physical charac-
teristics; identification (R904.2 - R904.4)
UIREMENTS 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)
Mineral -surfaced roll roofing (R905.5)
Slate shingles (R905.6)
Wood shingles (R905.7)
Wood shakes (R905.8)
Built-up roofs (R905.9).
X Metal roof panels (R905.10)
Modified bitumen roofing (R905.11)
Thermoset single -ply roofing (R905.12)
Thermoplastic single -ply roofing (R905.13)
Sprayed polyurethane foam roofing (R905.14)
Liquid -applied roofing (R905.15)
Photovoltaic shingles (R905.16)
ROOF INSULATION (R906)
General (R906.1)
ROOFTOP - MOUNTED PHOTOVOLTAIC SYSTEMS
(R907)
Materials and installation (R9071 - 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)
Construction
(Figure R1001.1 and Table R1001.1)
SDC D reinforcing/anchorage
(R1001.3 and R1001.4)
Firebox walls and dimensions
r (R1001.5 and R1001.6)
Steel fireplace units (R1001.5.1)
Lintel (noncombustible) (R1001.7)
Hearth extension (R1001.9, R1001.10)
Fireplace clearance (R1001.11)
Fireblocking (R1001.12)
MASONRY CHIMNEYS (111003)
Construction (Table R1001.1, R1003.2,
R1003.3, and Figure R1001.1)
Corbeling (R1003.5)