HomeMy WebLinkAboutCORRECTION LIST PLAN REVIEW RECORDul
2015INTERNATIONAL
014.
4� '- a RESIDENTIAL CODE® Plan Review #
Date:
' FOR ONE. AND TWO-FAMILY DWELLINGS valuation:
_.._ Fee:
PLAN REVIEW RECORD
JURISDICTION:
II(City, County, Township, etc.)
BUIM ING LOCATION:
(Street address) /
Ii�
B f 1 ✓`4
BUILDING DESCRIPTION: cx�
,REVIEWED BY
Numeral,,s indicateri in parenthesis are applicable code sections of the 20 /ntemational Residential Code (1RC). Theplan review accomplished as indicated
a
in this.r. record is limited to those code sections specifically identified he This recored references commonly applicable codesections with due regard for
the 2mouhi and type of detailed information which Is typically found construction documents for one- and two-family 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
exercising competent judgment in evaluating construction documents for code compliance. .
CORRECTIONS LIST
[and,lcapabla,of
Code
No.
DESCRIPTION
Section
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-1-
NOTE: Entrie
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.
DESIGN
Floor
Roof
Grout
Ultiml
Wincj
Hight;
Seil"i
BUILDING PLANNING (Chapter 3)
CRITERIA [Table R301.2(1)]
five load (Table R301.5)/✓�
psf
load (Table R301.6) /V "
psf
Ilve
id snow load
psf
'fate design wind speed O
mph
lexposure category (R301.2.1.4)
wind design criteria applicab
4301.2.1.1)
nic design category (SDC)
=figure R301.2(2)]
C&D provisions (R301.2.2)
hering
line depth
to area
area
Wil5'ter design temperature
Icel;Ibarrier underlayment required
FI II d hazards
Ili
FIRE-RESISTANT 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)
PI ONNIr\Ir, PF:01IIRFnAFNTS fRAnR thrniinh R3nm
Parapets and construction
(R302.2.2, R302.2.3)
Two-family dwelling separation (R302.3)
Dwelling unit penetrations (R302.4)
Dwelling/garage opening/penetration protec-
tion (13302.5)
Dwelling/garage fire separation (R302.6)
Under -stair protection (R302.7)
Wall and ceiling finishes (13302.9)
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 (13302.10.3, R302.10.4)
Testing (R302.10.5)
Fireblocking (13302.11)
Draftstopping (R302.12)
Fire protection of floors (13302.13)
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
T-0"
T-0"
8% floor area
4% floor area
�I Kitchen
N.A.
N.A.
T-0"
8% floor area
4% floor area
;,Bedroom
70
T-0"
T-0"
8% floor area
4% floor area
,Bathroom
N.A.
N.A
61-8"
3 square feet
11/2 square feet
3303.1 & R303.3 for mechanical ventilation and artificial light and R303.4 for required whole -house mechanical ventilation.
J,plumbing fixtures and for non -habitable basements.
1equired heating (R303.9) GLAZING (R308)
(R306 and R307) Identification (13308.1)
Hater closet Louvered windows or jalousies (13308.2)
_avatory Human impact loads/hazardous locations
(R308.3, R308.4)
ub or shower
Skylights and sloped glazing (R308.6)
(itchen area with sink
>anitary sewer (Chapter 30)
3rivate disposal (Appendix /)
-3-
EMERG
(R310)
IN
G
BUILDING PLANNING (cont'd.)
PORTS (R309)
oor surface noncombustible; sloped floor
(R309.1)
arport: open two sides; noncombustible
floors; sloped floor (13309.2)
itomatic garage door opener (R309.4)
Fire sprinklers (R309.5)
ESCAPE AND RESCUE OPENINGS
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)
EGRESS (R311)
General (17311.1)
AUTOMATIC FIRE SPRINKLER SYSTEMS (R313)
Townhouses (R313.1)
One- and two-family dwellings (R313.2)
SMOKE ALA S (R314)
Referenced standards (R314.1)
Location and interconnection
(R314.3, R314.4)
//Power source (R314.6)
CARBOGf�iVIONOXIDE ALARMS (R315)
New construction (13315.1, 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)
Egress door (R311.2) DECAY A D TERMITE PROTECTION (R317 and R318)
Landings at exterior doors Protection required
(R311.3 - R311.3.3) (Table R301.2(1), R3171, R318.1)
Vertical egress (R311.4)
Construction and attachment (R311.5)
Hallways (R311.6)
Stairway width, headroom, vertical rise, walk -
line (R311.7.1 - R311.74)
Stairway treads, risers profiles
(R311.7.5 - 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, R311.79)
Special stairways (13311.710)
Ramp slope, landings, handrails (R311.8)
AND WINDOW PROTECTION (R312)
auired 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)
Quality mark (R3172 and R318.1.1)
SITE ADDRESS (R319)
Address numbers (R319.1)
ACCESSIBILITY (R320)
Type B dwelling units applicable (R320.1)
ELEVATO:Re
/PLATF LIFTS (R321)
renced standards (R321.1 - R321.3)
FLOOD-RISTANT CONSTRUCTION (R322)
General ( 2.1)
Haz area and requirements
R301.2.4, R309.3, R322.2, R322.3)
Design professional (R322.3.6)
STORM SHELTERS (R323)
�� 't General/referenced standard (13323.1)
SOLAR ENERGY SYSTEMS (R324)
System, installation, access
(R324.2 - R324.7)
MEZZANINES 325)
Area, egress, openness (R325.2 - R325.5)
SWIM NG POOLS, SPAS AND HOT TUBS (R326)
ISPSC (R326.1)
-4-
FOUNDATIONS (Chapter 4)
MATERIALS (R402) Horizontal and vertical reinforcement size and
spacing (Tables R404.1.2(1) -
III Wood foundations (R402.1) R404.1.2(8), R404.1.3.2, R404.1.3.3.7]
II Concrete, compressive strength Stay -in -place forms (R404.1.3.3.6.1)
�I �(R402.2, R402.3) � / SDC D provisions (R404.1.4)
FOOTINgS (R403)
I bearing value (R401.4, R403.1)
)ting 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)
_D pth 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)
fl Footings for precast concrete foundations
(R403.4)
FOUNDATION/RETAINING WALLS (R404 - R406)
1IMasonry 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)
Wall height, unbalanced backfill, nominal
thickness (Tables R404.1.2(i) -
R404.1.2(8), R404.1.5.2]
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)
Promo ection from decay or corrosion
/ (R407.1 and R407.2)
Structural requirements (R407.3)
Anchorage (R4073)
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)
I&%
WOOD
LU
PA
FLOORS (Chapter 5)
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)]
sts under bearing partitions (R502.4)
wring (1.5" minimum on wood or metal; 3"
on masonry or concrete) and lapped joists
(3") (R502.6, R502.6.1)
eral restraint and bridging
(R502. 7, R502. 71)
Iling and notching (R502.8)
,tening (R502.9)
ming of openings (R502.10)
Wood trusses (R502.11)
Draftstopping (R502.12)
FLOOR SHEATHING (R503.1)
span (Table R503.1)
_End joints (R503.1.1)
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)]
OARD UNDERLAYMENT (R503.3)
Grade (R503.3.1)
Thickness (R503.3.2)
[Table R602.3(1)]
TREATED -WOOD FLOORS (ON GROUND) (R504)
Base course: 4" thick with maximum 3/,"
gravel or'/2" 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)
Fastening (R505.2.5)
Floor construction (R505.3)
CONCRETE F ORS (ON GROUND) (R506)
Thickness: 3'/2" minimum; Concrete strength
(R506.1)
Support: prepared subgrade; maximum earth
fill = 8"; maximum sand or gravel fill = 24"
(R506.2.1)
Bp6 course: 4" graded with 2" maximum
aggregate (R506.2.2)
por retarder (R506.2.3)
Reinforcement support (R506.2.4)
EXTERIOR DECKS (R507)
Support, attachment (R5071 - R507.2.4)
Plastic composite materials (R507.3)
Decking/deck joists (R507.4, R507.5)
Deck beams (R507.6)
Deck posts, connections, footings
(R507.71, R5078)
U.
WOOD
ST
WALL CONSTRUCTION (Chapter 6)
(R602)
f Construction
1
[Figures R602.3(1) and R602.3(2)]
Stud grade (R602.2)
ii
i'I Design/construction (R602.3)
I� Stud spacing [R602.3.1, Table R602.3(5)]
III Interior load -bearing walls (R602.4)
III Interior nonbearing walls: 2" x 3" at 24" o.c.
III or 2" x 4" flat at 16" o.c. (R602.5)
Drilling and notching —studs (R602.6)
IIDrilling and notching —top plate (R602.6.1)
Headers (Tables R602.7(1) - R602.7(3) and
Figure R602.7.2]
I
_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(i) 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)
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 (R604 and R605)
Wood structural panels (R604)
Particleboard (R605)
MASONRyr6ONSTRUCTION (R606 - R610)
�/ General design (R606)
Seismic requirements (R606.12)
lass unit masonry (R607)
xterior 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-
WALL COVERING (Chapter 7)
INTERIORIWALL COVERING (R702)
Plaster material (R702.2)
Plaster support (R702.2.3)
Gypsum board materials (17702.3.1)
Gypsum board support, application and fas-
tening (R702.3.2 - R702.3.7)
Ceramic the (13702.4)
Other finishes (R702.5 and R702.6)
Vapor retarders (R702.7)
R WALL COVERING (R703)
—Water-resistive barrier (R703.2)
_Attachment and minimum thickness
[Table R703.3(i)]
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 feet
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 (13703.10)
Vinyl siding (13703.11)
Other sidings (13703.12 - R703.17)
ROOF -CEILING CONSTRUCTION (Chapter 8)
ROOF FRAMING (11802)
Fire -retardant -treated wood (R802.1.5)
Framing details (R802.3)
Rafter ties (13802.3.1)
Collar ties (4' o.c., in upper third of attic)
(R802.3.1)
ins (2" x 4" at 4' o.c. minimum)
(Figure R802.5.1, R802.5.1)
(R802.6)
Cutting and notching (R802.7)
ineered wood products (R802.7.2)
ral support and bridging (R802.8)
ng of openings (R802.9)
_Wood trusses (13802.10)
_Roof tie -down (17802.11)
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
H./HA; Adjustment factor
ROOF SHEATHING (11803.2)
6Grade
Thickness
/FRTW allowable stresses/grading
Allowable spans [Table R503.2.1.1(1)]
Installation (R803.2.3)
-8-
ROOF- CEILING CONSTRUCTION (cont'd.)
STEEL ROOF FRAMING (R804)
III General (R804.1)
II Structural framing (R804.2)
II Material (R804.2.1)
Corrosion protection (R804.2.2)
lII Identification (R804.2.3)
VI Fastening (R804.2.5)
ROOF
Roof construction (R804.3)
Roof tie -down (R804.3.8)
ROOF VENTILATION (R806)
Ventilation requirements (R806.1 - R806.5)
ATTIC Py2lCESS (R807)
,/ Access requirements (807.1)
ROOF ASSEMBLIES (Chapter 9)
3SIFICATION (R902) J Metal roof panels (R905.10)
Roof covering materials (R902.1)
WEATHER PROTECTION (R903)
Flashing (R903.2)
II Coping (R903.3)
j11 Roof drainage (R903.4)
MATE+RIALS (R904)
Compatibility; specifications; physical charac-
teristics; identification (R904.2 - R904.4)
IR7NTS 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)
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 (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)
MASONRY FIREPLACES (R1001)
11 Construction
(Figure R1001.1 and Table R1001.1)
SDC D reinforcing/anchorage
I (R1001.3 and R1001.4)
Firebox walls and dimensions
I (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 (R1003)
Construction (Table R1001.1, R1003.2,
R1003.3, and Figure R1001.1)
Corbeling (R1003.5)
In
Comments 1807-0744
PROVIDE A MACHANICAL DETAIL PER 107.2.1 OF THE 2017 FLORIDA BUILDING CODE SIXTH
PLEASE ADD THE CUBIC VOLUME OF THE CONDITIONED SPACE TO THE INFORMATION BLOCK
CONTI,i INING THE SQUARE FOOT INFORMATION. SEE CHAPTER 1 SECTION 107 OF THE 2017 FLORIDA
BUILDING CODE.
PLEA IE SHOW FLAME SPREAD INDEX AND SMOKE DEVELOPED INDEX FOR WALL AND CEILING FINISHES
IN ACCORDANCE WITH SECTION 302.9 OF THE 2017 FLORIDA RESIDENTIAL CODE
PLEAISE SHOW THE FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR THE INSULATION AS REQUIRED
IN SECTION 302.10 OF THE 2014 FLORIDA RESIDENTIAL CODE
SHOW CERAMIC TITLE IS IN ACCORDANCE WITH 702.4 OF THE 2017 FLORIDA RESIDENTIAL CODE
PLE/j1SE SHOW FIREBLOCKING IN ACCORDANCE WITH SECTION 302.11 OF THE 2017 FLORIDA
RESIDENTIAL CODE
PLEASE SHOW GYPSUM BOARD MATERIALS ARE IN ACCORDANCE WITH 702.3.1 OF THE 2017 FLORIDA
RESIDENTIAL CODE
)LE DETAILS NOTED FOR THE FOOTING THROUGH OUT THE PLANS PLEASE CORRECT. PLEASE
Y 107.2.1 OF THE 2017 FLORIDA BUILDING CODE SIXTH EDTITION
E PROVIDE MEANS OF EGRESS [A] 107.2.3 OF THE 2017 FLORIDA BUILDING CODE SIXTH EDTITION
E CLAIRIFY ON FOUNDTION PLAN, THE MASTER BEDROOM FRONT WALL STEP DOWN FOR A
107.2.1 OF THE 2017 FLORIDA BUILDING CODE SIXTH EDTITION
E PROVIDE DETAILED DRAWING OF THE RECESSED SHOWER FLOOR FOR THE MASTER
.OMM. 107.2.1 OF THE 2017 FLORIDA BUILDING CODE SIXTH EDTITION
PLEASE PRIVE A DETAIL DRAWING OF THE FRON PORCH RAILING R312.1.3 OF THE 2017 FLORIDA
BUI 'DING CODE SIXTH EDTITION
ED
SHOW ON PLANS SOIL DENSITY SEE SECTION 107 OF THE 2017 FLORIDA BUILDING CODE SIXTH
SE CLARIFY BARS INTO SLAB. IS IT AT EACH FILLED CELL OR JUST THE ONES INDECATED ON
S