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CORRECTION LIST
DESCRIPTION
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PHONE :1-888 ICC-5AFE.,t.WWW.ICCSAFE.ORG. Item;No 0102PR09 r+
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NOTE: Entries to this Plan Review Record that require a field check ar Inspection of the Installation must be coordinated with i ne inspection phase (R1091 of the piolect.
BUILDING PLANNING ( hapter 3)
DESIGN CRITERIA [Table R301.2(1)]. Two-family dwelling separation (R302.3)
Floor live load (Table R301.5) psfa 1AV Dwelling unit penetrations (R302.4)
Roof live load (Table R301.6) Zf> Of 'I I
Ground snow load ,, ✓ 'Dwelling/garage opening/penetration protec-
psf
Basic wind speed / 70 mph
Wind exposure category (R301.2.1.4)
High wind design criteria applicable
(R301.2.1..1)
Seismic design category (SDC1
jFigure
R301.2(2)J ,tl
SDC C&D provisions (R301.2.2)
Weathering d
Frost line depth
Termite area
Decay area _
Winter design temperature
Ice barrier underlayment required
Flood hazards
FIRE-RESISTANT CONSTRUCTION (11302)
• Exterior ails (R302.1, Table R302.1)
TAwrit e separation (R302.2)
mtinuity and structural
independence (R302.2.1,
R302.2.4) -
Parapets and construction
(R302.22, R302.2.3)
ROOM PLANNING REQUIREMENTS (R303 through R3I05)
Lion (R302.5)
Dwelling/garage fire separation (R302.6)
Under -stair protection (R302.7)
Wall and ceiling finishes (R302.9)
�i Flame spread index" (R302.9.1)
Smoke -developed index
(R302.J 2)
Testing (R302.9.3, R302.9.4)
Insulation �i���(R302.10)
A,Iwt4J 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)
lop Draftstopping (R302.12)
Combustible insulation clearance (R302.13)
Use
Area
M.
Width
Average
ceilin t
Minimum
!ceilin t
Natural*
. light
Natural ventilation*
Living
120
7 -V
7 -0"
5'-0"
8% floor area
4% floor area
Dining
70
r411
7 =0"
j 5'-T
8% floor area
4% floor area
Kitchen
N.A.
N.A.
7'4"
5 -09
8% floor area
4% floor area
Bedroom
70
r4ff
T-0n
51-T
8% floor area
4% floor area
Bathroom
N.A.
NA
T—W
5'—W
3 square feet
11/2 square feet
* See Sections R303.1 $ R303.3 for mechanical ventilation and artificial light
t V-S" min. at plumbing fixtures and for non -habitable basements.
VRequired heating (R303.8)
SANITATION (R306 and R307)
Water closet
Lavatory
Tub or shower
Kitchen area with sink
Sanitary sewer (Chapter 30)
Private -disposal (Appendix 1)
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)
.Y�oT
�3-
BUILDING PLANNING (cont'd.)
i
GARAGES AND CARPORTS (R309) i
Floor surface noncombustible; sloped floor
(R309.1)
Carport open two sides; noncombustible
Tqc floors; sloped floor (R309.2)
Automatic garage door opener (R309.4)
EMERGENCY ESCAPE AND RESCUE OPENINGS
(R3110)
V Where required (R310.1)
r
Areas, height, width, operations (R310.1.1-
R310.1.4)
Window wells (R310.2)
Bars, grilles, covers and screens (R310.4)
Under decks and porches (R310.5)
MEANS OF EGRESS (R311)
- --L11'_ General (R311.1)
Egress door (R311.2) �
Landings at exterior doors (R311.3 -
R311.3.3)
V 'cal egress (R311.4)
Construction and attachment (R311.5)
Hallways (R311.6)
✓ Stairway width, headroom, waikline (R311.7.1
/ - R311.7.3)
' Stairway treads, risers profiles (R311.7.4 -
R311.7.4.3)
✓ Stairway landings and walking surfaces
(R311.7.5, R311.7.6)
y1 Handrails required (R311.7.7)
Handrail height, continuity, gripmsize
(R311.7.7.1- R311.7.7 3)
Stairway illumination (R303.6, R311.7.8)
J Special stairways (R311.•7.9)
Ramp slope, landings, handrails (R31.1.8)
GUARDS (R312)
_1Z, Required for open -sided surfaces, stairs,'
ramps and landings > 30" above
floor/grade (R312.1)
Height - 3V (R312.2)
Opening limitations (R312.3)
AUTOMATIC FIRE SPRINKLER SYSTEMS (R313)
Townhouses (R313.1)
One- and two-family dwellings'(R313.2)
SMOKE ALARMS (R314)
Referenced standards (014.1, R314.2)
LL ration and interconnection (R314.3)
V Power source (R314.4)
CARBON MONOXIDE.ALARMS (R315)
New construction (R315.1)
Existing construction (R315.2)
Referenced standard (R315.3)
FOAM PLASTIC (R302.8, R316)
Labeling (R316.2)
Surface burning, thermal barrier, specific
approval (R316.3 - R316.7)
DECAY AND TERMITE PROTECTION
(R317 nd R318)
✓ Protection required (Table R301.2(f), R317.1,
R318.1)
Quality mark (R317.2 and R318.1.1)
SITE ADDRESS (R319)
Address numbers (R319.1)
ACCESSIBILITY (11320)
Type B dwelling units applicable (R320.1)
ELEVATORS/PLATFORM LIFTS (R321)
NReferenced standards (R321. I - R321.3)
FLOOD -RESISTANT CONSTRUCTION (11322)
eneral (R322.1)
4FHazard area and requirements -(R301.2.4,
R309.3, R322.Z R322.3)
Design professional (R322.3.6)
ST RM SHELTERS (R323)
General and referenced standard (R323.1)
-4;
FOUNDATIONS (Chapter'4)
MAT RIALS (R402)
Wood foundations (R402.1)
Concrete, compressive strength (R402.2)
FOOT S (R403)
Soil bearing value (R401.4, R403.1)
Footing width (see page 5)
i
Footing edge thickness = 6" minimum; footing
projection = 2" minimum, but <_ footing
thickness (R403.1.1)
Footings in SDC C or D (R403.1.2, R403.1.3
and R403.1.6.1)
/_ Depth below (outside) grade =12" minimum;
but below frost line except for frost pro-
tected footings.(R403.1.4, R403.1.4.1 and
R4031.4.2)
4 Sill plate bolting in concrete/masonry = It " di-
ameter bolts, within 12" but not less than 7
bolt diameters from comer, r embedment
/ (R403.1.6)
/ Footings adjacent to slopes (R403.1.7)
Frost protected shallow foundations (R403.3)
Footings for precast concrete foundation
(R403.4) 1.
FO NDATION WALLS (11404 - R406)
J%J'Masonry foundation walls (R404.1.1)
Wall height, unbalanced backfill, nominal
thickness (Tables R404.1.1(1) -
R404.1.1(4), R404.1.51]
Reinforcement size and spacing
[Tab/es R404.1.1(2) - R404.1.1(4)]
Concrete foundation walls (R404.1.2)
Wall height, unbalanced backfill, nominal
thickness (Tables R404.1.2(2) -
R404.1.2(8), R404.1.5.2]
Horizontal and vertical reinforcement size and
spacing [Tables R404.1.2(1) - R404.1.2(8),
R404.1.2.2, R404.1.2.3.7]
Stay -in -place forms (R404.1.2.3.61)
SDC C and D provisions (R404.1.2.4,
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)
COLUMI�bS (R407)
Protection from decay or corrosion (R407.1
and R407..2)
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)
TABLE R403.1
MINIMUM WIDTH OF CONCRETE. PRECAST OR MASONRY FOOTINGS linchesla
LOAD -BEARING VALUE OF SOIL s
1,600 2,000 3,000 >_4 000
Conventional li
ht frame construction
1-story12
12
12
12
2-story
15
12
12
12
3-story
23
17
12
12
flinch brick veneer over ll ht frame or 8-inch hollow concrete masonry
1 -story
12
12
12
12
2-story
21
16
12
12
3-story
32.
24
16
12
8-Inch solid or IN routed masonry
I -story
16
12
12
12
2-story
29 •
21
14
12
3-story
42
32
21
16
For SI: 1 inch = 25.4 mm,1 pound per square foot = 0.0479 kPa
a. Where minimum footing width is 12 inches, a single wythe of solid or fully grouted 12—inch nominal concrete masonry units is permitted.
-5-
I
FOUNDATIONS (cont'd.)
UNDER -FLOOR SPACE (11408) Removal of debris (R408.5)
Ventilation (R408.1 and R408.2) Finis le rye (R408.6)
Unventt d wh-space (13 O& Flood resistance (R408.7)
Access (R408.4)
I •
FLOORS (Chapter 5)
WOOD/JOISTS AND GIRDERS (R502)
V
Species and grade (R502.1)
1
Joists — Sleeping areas, LL = 30 psf
/I
[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 spans and header spans for exterior
bearing walls [fable R502.5(1)]
Girder spans and header spans for interior
j
bearing walls [Table R502.5(2)]
i Joists under bearing partitions (R502.4)
i
Bearing (1.5" minimum on wood or metal; 3" on
masonry or concrete) and lapped joists (3")
(R502.6, R502.611)
i 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)
=LOOR SHEATHING (R503.1)
Allowable span (Table R503.1)
End joints (R503.1.1)
WOOD STRUCTURAL PANEL SHEATHING (R503.2)
Grade (R503.2.1) D
Thickness (R503.2.1)
Allowable spans ITables R503.2.1.1(1) and
R503.2.1.1(2)]
Installation [fable 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)
tructural framing (R505.2)
Material (R505.2.1)
dentification (R505.2.2)
orrosion protection (R505.2.3)
Fastening (R505.2.4)
Floor construction (R505.3)
CONCRETE FLOORS (ON GROUND) (R506)
J Thickness: 31/2' minimum; Concrete strength
(R5061) .
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) ,
_ Vapor retarder (R506.2.3)
Reinforcement support (R506.2.4)
I-6-
.I
WALL CONSTRUCTION (Chapter 6)
(R601)
.-Pesign (R601.2)
_ Component and cladding wind loads
[fable R301.2(2)]
Vapor retarders (R601.3)
WOOD CO TRUCTION (R602)
Construction (Figures R602.3(1) and
R602.3(2)]
Y/ Stud grade (R602.2)
Exterior walls (R602.3)
Stud spacing [R60231, Table R602.3(5)]
i
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)
i
Headers (Tables R502.5(1), R502.5(2),
R602.7.2 and Figure R602.Z4
= Fireblocking (R602.8, R302.11)
Cripple walls (R602.9)
Wall bracing, braced•wall lines, lengths,
connections; support and joints (R602.10,
R602.10.1, R602.10.3, R602.10.6 -
R602.10.8)
Bracing based on wind speed
(Table R602.10.1.2(1)]
Bracing based on SDC [Table R602.10.1.2(2)]
i
Intermittent bracing methods (R602.10.2,
Table R602.10.2)
Continuous sheathing
(R602.10.4, R602.10.5)
Bracing for SDC C and D (R602.10.1.4.1,
R60210.1.5, R602.11)
i Wall bracing for stone and masonry veneer
(R602.12).
STEELIWALL FRAMING (R603)
_)General (R603.1)
Structural framing (R603.2)
Material (R603.2.1)
Identification (R603.2.2)
Corrosion protection (R603.2.3)
Fastening (R603.2.4)
Wail 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 (R60.6 - R610)
General design (R606)
SDC C and D (R606.12)
Unit masonry (R607)
Multiple wythe masonry (R608)
Grouted masonry (R609)
Glass unit masonry (R610)
EXTERIOR CONCRETE WALL
CONSTRUCTION (R611)
Applicability (R611.2)
Concrete wall systems (R611.$)
Stay -in -place forms (R611.4)
Materials, construction details
(R611.5 - R611.10)
EXTERIOR WINDOWS & DOORS (R612)
General; window sills; performance; testing
and labeling (R612)
STRUCTURAL INSULATED PANEL WALL
CONSTRUCTION (R613)
Applicability (R613.2)
Materials (R613.3)
Wall panels, construction details ;(R613.4 -
R613.10)
WALL COVERING (Chapter 7)
INTERIOR WALL COVERING (R702)
Plaster material (R702.2)
I
Plaster support (R702.2.3)
=IC -
Gypsum ypsum board material (R702.3.1)
board support, application and
fastening (R702.3.2 - R702.3.8)
✓C mic file (R702.4)
Other finishes (R702.5 and R702.6)
EXTERIOR WALL COVERING (R703)
Water-resisfive barrier (R703.2)
Wood siding (R703.3)
I
Attachment and minimum thickness
j (Table R703.4)
i
ROOF -CEILING CI
GENERAL (R801)
Design (R801.2 and R801.3)
I
Component and cladding wind loads.[fab/e
i R301.2(2)]
ROOF FRAMING (R802)
Fire -retardant -treated wood (R802.1.3)
i
Framing details (R802.3)
Rafter tie (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)
earing (R802.6)
Cutting and notching (R802.7)
-t-7 Engineered wood products (R802.7.2)
Lateral support and bridging (R802.8)
Framing of openings (R802.9)
Wood trusses (R802.10)
i
Roof fie -down (R802.11) '
CEILING JOISTS [Tables R802A(1), R802.4(2)]
attic storage, LL =10psf
is storage LL = 20psf
Wood shakes and shingles (R703.5)
Exterior plaster (R703.6)
_Stone & masonry veneer (R703.7 & Figure
R703.7); Steel angle lintels-4 minimum
bearing each end (R703.7.3)
Veneer ties: #9 U.S. gage wire or #22 U.S.
gage by 7/8' corrugated metal; 24" o.c.
maximum horizontal spacing; 2.67 square .
feet maximum area supported (wind > 30 psf
and SDC C or D, maximum area = 2 square
feet) (R703.7.4.1).
ashing (R703.7.5 and R703.8)
Exterior insulation and finish systems (R703.9)
Fiber cement siding (R703.10)
Vinyl siding (R703.11)
(Chapter 8)
Species
Grade
Span
_Size
RAFTERS [fables R802.5.1(1) - R802.5.1(8)]
Ground snow load/LL = 20psf
Controlling design (LL or snow)
Ceiling not attachediceiling attached
Spacing
Species
Grade
—Span
✓ Size
HC/HR; Adjustment factor
i
ROOF SHEATHING (R803.2)
Grade
Thickness.
-8-
FRTW allowable stresses/grading
Allowable spans [fable R503.2.1.1(1)]
Installation (R803.2.3) .
I
CHIMNEYS AND FIREPLACES (confd.)
Changes in dimension (R1003.6)
Additional load (R1003.8)
Termination (R1003.9)
I Spark arrestors (RI 003.9.1)
i
Wall thickness; >_ a (R1003.10
Flue lining- material/inst Ilatio (10 1
and R1003.12)
Multiple flues (R1003.1
Flue area (appliance) ( 003.14)
Flue area (masonry fireplace) (R1003.15)
Inlet (R1003.16)
I I
Cleanout opening (R1003.17)
Chimney clearance (R1003.18)
Fireblocking (R1003.19)
Chimney crickets (R1003.20)
FACTORY -BUILT FIREPLACES (R1004)
Listed and labeled (R1004.1)
Installation (R1004.2)
FACTORY -BUILT CHIMNEYS (R1005)
Listed and labeled (R1005.1)
Installation (R1005.3 and R1005.4)
EXTERIOR AIR SUPPLY (R1006)
.Intake size (R1d06.2, R1006.4)
ENERGY EFFICIENCY* (Chapter 11)
Compliance; material and equipment
(N1101.2, N1101.3)
Climate zone (Table N1101.2)
*See energy conservation plan review record
"' ✓ . uilding envelope (N1102)
V Mechanical systems (N1103)
MECHANICAL (Chapters 12-23)
Appliance labeling (M1302, M1303)
Appliance access (M1305, M1401)
Appliance installation (M1307)
I
Heating and cooling equipment; heating
V and cooling load calculations (Chapter 14)
Duct
systems (Chapter 15)
Duct systems (Chapter 16)
Combustion air (Chapter 17)
I
i
Application (G2401.1)
I
i General regulations (G2404)
�f Appliance location ((32406)
Air requirements (G2407)
Installation (G2408)
Ch' d t l f d terminations
imney an ven o%, ion an
(Chapter 10 and Chapter 18)
tL�Speciai fuel -burning equipment (Chapter 19)
Boilers/water heaters (Chapter 20)
Hydronic piping (Chapter21)
Special piping and storage systems
(Chapter 22)
Solar systems (Chapter 23)
penetrations of fire -resistance rated assem-
blies (R302.4, R302.5)
FUEL GAS (Chapter 24)
Clearances (G2409)
Electrical and electrical bonding. (G2410,
G2411)
Pipe sizing (G2413)
Piping materials (G2414)
-10-
i
,
FUEL GAS (confd)
Piping installation (G2415 and G2419) Venting (G2426 - G2429)
Piping support (G2418 and G2424) Misc appliances (G2423, G2425, G2430 -
G2453)
i Valves, controls, connections (G2420, G2421
i and G2422)
PLUMBING
�I � ,Water service location and depth (P2603,
P2604)
:fmII Sanitary and storm sewer location and depth
(P2603, P2604)
Piping support (Table *62605.1)
Listed plastic materials (P2608)
Plumbing fixtures (Chapter 27)
Water heater size and location (Chapter 28)
Water supply and distribution system design
and calculations (Chapter 29)
Dwelling unit fire sprinkler systems (P2904)
i
NFPA 13D system (P2904.1)
Temperature rating
(P2904.2.1, P2904.2.2)
Freezing protection
, (P2904.2.3)
(Chapters 25-33)
Sprinkler coverage
(P2904.2.4)
Piping materials (P2904.3)
Flow rates (P2904.4.1,
P2904.4.2)
Water supply capacity
(P2904.5.2)
Pipe sizing (P2904.6)
Drain, waste and vent pipe sizing and riser
diagram (P3004, P3005, Chapter 31)
Sumps and ejectors (P3007)
Backwater valves (P3008)
Fixture traps (P3201)
Storm -drainage (Chapter33)
Penetrations of fire -resistance rated assem-
blies (R302.4, R302.5)
ELECTRICAL (Chapters 34-43)
!
Penetrations of fire -resistance rated assem-
Wiring methods (Chapter 38).
blies (E3402.2)
- � Required lighting and receptacle outlets
Listed and labeled materials (E3403)
(E3901, E3903)
41 Service equipment and location (E3405,
Ground fault and arc -fault circuit -Interrupter
/ E3601, E3606)
j protection (E3902)
I
Service size and load calculations (E3602)
Devices and lighting fixtures (Chapter 40)
Available fault current.(E3606)
Appliance installation (Chapter 41)
System grounding (E3607)
Swimming pools (Chapter 42)
'� I'; uired branch circuits (E3703)
Class 2 remote -control, signaling and power-lim-
I Feeder requirements and load c
ited circuits (Chapter 43)alculations !
(E3704)
! a
i
j MANUFACTURED OU 1 G SEED AS DWELLINGS (Appendix E)
Provisions adopted (R102.
Compliance with Appendix E verified
-11-
RADON CONTROLiMEASURES (Appendix F)
I
i
Provisions adopted (R102.5) Compliance with Appendix F verified
SWIMMING POOLS, SPAS AND HOT TUBS (Appendix G)
Provisions adopted (R102.5) Compliance with Appendix G verified
i
PATIO COVERS (Appendix H)
Provisions adopted (R102.5) Compliance with Appendix H verified
i
PRIVATE SEWAGE DISPOSAL (Appendix 1)
Provisions adopted (R102.5) Compliance with Appendix I verified
EXISTING BUILDINGS AND STRUCTURES (Appendix J)
" Provisions adopted (R102.5) Compliance with Appendix J verified
I
SOUND TRANSMISSION (Appendix K)
I
i
Provisions adopted (R102.5) Compliance with Appendix K verified
i
HOME DAY CARE—R-3 OCCUPANCY (Appendix M)
Provisions adopted (R102.5) Compliance with Appendix M verified
0
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