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I DESCRIPTION
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ISBN 978-1-58001-951-4
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9 7815 80 0195 14
INTERNATIONAL
CODECOUNCIr
06110
3. 9y 2,�
1
CORRECTION LIST
Code
No. DESCRIPTION Section
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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)]
Two-family dwelling separation (R302.3)
Floor live load (Table R301.5) 1 psf
N /A
Dwelling unit penetrations (R302.4)
Roof live load (Table R301.6) V psf
/
y
Dwelling/garage opening/penetration protec-
Ground snow load N 1A I psf
tion (R302.5)
Basic wind speed mph
Dwelling/garage fire separation (R302.6)
Wind exposure category (R301.2.1.4)
High wind design criteria applicable ✓ I
rN s i
Under -stair protection (R302.7)
(R301.2.1.1)
1/
Wall and ceiling finishes (R302.9)
Seismic design category (SDC)
R301.2(2)] j" �/�
spread index (R302.9. i)
(Figure
_'
SDC C&D provision (R301.2.2) /� IA
/Flame
f✓ Smoke -developed index
Weathering .
(R302.9.2)
Frost line depth P 14
Testing (R302.9.3, -R302.9.4)
Termite area t/
N !A I
Insulation (R302.10)
Decay area
I/ Flame spread/smoke-developed
Winter design temperature
Ice barrier underlayment required N /A
(R302.10.1, R302.10.2)
Flood hazards ✓
Cellulose loose -fill and exposed
FIRER ISTANT CONSTRUCTION (R302)
attic insulation (R302.10.3,
R302.10.4)
Exterior walls (R302.1, Table R302.1)
!v l Testing R302.10.5
W 0 Townhouse separation (R302.2)
NSl
Fireblocking (R302.11)
/A Continuity and structural
Ihs 1°
Draftstopping (R302.12)
independence (R302.2.1,
R302.2.4)
/tiSto
Combustible insulation clearance (R302.13)
�A Parapets and construction
(R302.2.2, R302.2.3) I
ROOM PLANNING REQUIREMENTS (R303 through R305)
Use
Area
ftz
Width
Average
ceilin t
Minimum
ceilin t
Natural*
light
Natural ventilation*
Living
120
7'-0"
7'-0"
5'-0"
8% floor area
4% floor area
Dining
70
7'-0"
7'-0"
5'-0"
8% floor area
4% floor area
Kitchen
N.A.
N.A.
7'-0"
5'-0"
8% floor area
4% floor area
Bedroom
70
7'-0"
7'-0"
5'-0"
8% floor area
4% floor area
Bathroom
N.A.
N.A
7'-0"
5'-0"
3 square feet
11/2 square feet
` See Sections R303.1 & R303.3 for mechanical ventilation and artificial light
t 6'-8` mi ..at plumbing fixtures and for non -habitable basements.
I
Required heating (R303.8)
SANITATION (R306 and R307)
Water closet
—� Lavatory
Tub or shower
Kitchen area with sink
&"'- Sanitary sewer (Chapter 30)
IV[ I Private disposal (Appendix 1)
GLAZING (R308)
/ r-s� Identification (R308.1)
N t Louvered windows or jalousies (R308.2)
/h5 f,7 Human impact loads/hazardous locations
(R308.3, R308.4)
N 1A Skylights and sloped glazing (R308.6)
v
-3-
BUILDING PLANNING (cont'd.)
GARAGE AND CARPORTS (R309)
Floor surface noncombustible; sloped floor
(R309.1)
W I R Carport: open two sides; noncombustible
floors; sloped floor (R309.2)
Automatic garage door opener (R309.4)
EMERGENCY ESCAPE AND RESCUE OPENINGS
7Where
required (R310.1)
f&f Areas, height, width, operations (R310.1.1 -
R310.1.4)
N/A Window wells (R310.2)
Bars, grilles, covers and screens (R31
/�✓ f1 Under decks and porches (R310.5)
MEANS �F EGRESS (R311)
�/ General (R311.1)
_t�gress door (R311.2)
Landings at exterior doors (R311.3 -
R311.3.3)
Vertical egress (R311.4)
Construction and attachment (R311.5)
Hallways (R311.6)
_� Stairwa width, headroom, walkline R311.7.1
Y (I
/ - R311.7.3)
v Stairway treads, risers profiles (R311.7.4 -
/ R311.7.4.3)
v Stairway landings.and walking surfaces
(R311.7.0, R311.7.0)
V/ Handrails required (R311.7.7)
Handrail height, continuity, grip -size
. / (R311.7.7.1- R311.7.7.3)
(/ Stairway illumination (R303.6, R311.7.8)
Special stairways (R311.7.9)
Ramp slope, landings, handrails (R31�'1.8)
GUARDS. (R312) .
v/ Required for open -sided surfaces, stairs,
ramps and landings > 30" above
/ floor/grade (R312.1) I
Height - 36 (R312.2)
Opening limitations (R312.3)
AUTOMATIC FIRE SPRINKLER SYSTEMS (R313)
Townhouses (R313.1)
/t One- and two-family dwellings (R313.2)
SMOKE ALARMS (R314)
Referenced standards (R314.1, R314.2)
� /Location and interconnection (R314.3)
Power source (R314.4)
CA RBO -MONOXIDE ALARMS (R315)
New construction (R315.1)
Existing construction (R315.2)
/-i/ Referenced standard (R315.3)
FOAM PLASTIC (R302.8, R316)
lr+9/ Labeling (R316.2)
Surface burning, thermal barrier, specific
approval (R316.3 - R316.7)
DECAY APJERMITE PROTECTION
(R317 nd R318)
Protection required (Table R301.2(1), R317.1,
R318.1) .
Quality mark (R317.2 and R318.1.1)
SITE AjJDRESS (R319)
Address numbers (R319.1)
ACC7-Type
'ILITY (R320)
B dwelling units applicable (R320.1)
ELEVATORS/PLATFORM LIFTS (R321)
Al /00 Referenced standards (R321.1 - R321.3)
FLZ��,General
SISTANT CONSTRUCTION (R322)
(R322.1)
Hazard area and requirements (R301.2.4,
R309.3, R322.2, R322.3)
A /-4 Design professional (R322.3.6)
STORM SHELTERS (R323)
General and referenced standard (R323.1)
IN
FOUNDATIONS (Chapter 4)
MATERIALS (R402) 1164 Concrete foundation walls (R404.1.2)
A/ (A Wood foundations (R402.1) f" 64 Wall height, unbalanced backfill, nominal
thickness (Tables R404.1.2(2) -
�_ Concrete, compressive strength (R402.2) R404.1.2(8), R404.1.5.2]
FOOTINGS (R403)
V/ Soil bearing value (R401.4, R403.1) j
Footing width (see page 5)
Footing edge thickness = 6" minimum; footing
projection = 2" minimum, but:5 footing
thickness (R403.1.1)
/V tJ Footings in SDC C or D (R403.1.2, R4a3.1.3
77yand 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
R403.1.4.2)
= " di -
Sill plate bolting in concrete/masonry i /Z
ameter bolts, within 12" but not less than 7
bolt diameters from corner, 7" embedment
(R403.1.6)
B r"I P Footings adjacent to slopes (R403.1.7)
I
V Frost protected shallow foundations (R403.3)
Footings for precast concrete foundation
(R403.4)
FOUNDATION WALLS (R404 - R406)
v/
Masonry foundation walls (R404.1.1)
L Wall height, unbalanced backfill, nominal
thickness (Tables R404.1.1(1) -
R404.1.1(4), R404.1.5.1]
'/
V Reinforcement size and spacing
(Tables R404.1.1(2) - R404.1.1(4)]
64 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]
%" 1 14Stay-in-place forms (R404.1; 2.3.6.1)
N (� SDC C and D provisions (R404.1.2.4,
R404.1.4)
Height above finished grade (R404.1.6)
l✓14 Sill plate size (R404.3)
N t'4 Precast concrete foundation walls (R404.5)
fi/ 64 Drains required if habitable or usable spaces
are below grade* (R405)
- /V Soil class (Table R405.1)
-Dampproofing if basements are below grade*
1)
Waterproofing
oofing if high water table* (R406.2)
* If uninhabitable, see Under -Floor Space (R408)
COLUM (R407)
Protection from decay or corrosion (R407.1
and R407.2)
Structural requirements (R407.3)
s Anchorage (R407.3)
t✓ Wood columns (minimum 4" square) (R407.3)
Steel columns minimum 3" diameter, Sched-
ule 40 pipe) ((R407.3)
TABLE R403.1
I11 mimfii m winTH OF CONCRETE_ PRECAST OR MASONRY FOOTINGS finchesla
LOAD -BEARING VALUE OF SOIL sf
11500 2,000 3,000 >— 4,000
Conventional fight —frame construction
1 -story
12
12
12
12
2-story
15.
12
12
12
3-story
23
17
12
12
4-inch brick veneer over light frame or 8-inch hollow concrete masonry
1-sto ry
12
12
12
12
2-story
21
16
12
12
3-story
32
24
16
12
8-Inch solid or fully c irouted masonry
1-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-
UNDER -FLOOR SPACE (R408)
%VLA Ventilation (R408.1 and R408.2)
Unvented crawl space (R408.3)
N (A Access (R408.4)
WOOD OISTS AND GIRDERS (R502)
Species and grade (R502.1)
FOUNDATIONS (contd.)
Removal of debris (R408.5)
Finished grade (R408.6)
i
Flood resistance (R408.7)
IRS (Chapter 5)
i
Joists — Sleeping areas, LL = 30 psf
ITable R502.3.1(1)]
Joists — Nonsleeping areas, LL = 40 psf
[Table R502.3.1(2)] I
r' 0
I
Cantilevered joists (Tables R502.3.3(1) and
R502.3.3(2)]
w 0
Girder spans and header spans for exterior
bearing walls [Table R502.5(1)]
Girder spans and header spans for interior
bearing walls [Table R502.5(2)] I
N
Joists under bearing partitions (R502.4)
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'
/.v gravel or I/," crushed stone (R504.2.1)
/ Moisture barrier: placed over base course
(R504.2.2)
Materials (R504.3)
STEEL FLOOR FRAMING (R505)
Bearing (1.5" minimum on wood or metal; 3" on Cold -formed steel; applicability limits; in -line
framing (R505.1)
masonry or concrete) and lapped joists (3")
(R502.6, R502.6.1) Structural framing (R505.2)
Lateral restraint and bridging (R502.7; Material (R505.2.1)
R502.7.1)
/V(��dentification (R505.2.2)
/NSA Drilling and notching (R502.8)
//"S? Fastening (R502.9)
Corrosion protection (R505.2.3)
�
/hs Fastening (R505.2.4)
Framing of openings (R502.10)
I Floor construction (R505.3)
Wood trusses (R502.11)
"S P Draftstopping (R502.12)
LUMBER FLOOR SHEATHING (R503.1)
%� Allowable span (Table R503.1)
End joints (R503.1.1)
I
WOOD STRUCTURAL PANEL SHEATHING (R503.2)
!O Grade (R503.2.1)
Thickness (R503.2.1)
V-111 Allowable spans (Tables R503.2.1.1(1) and
R503.2.1.1(2)j
/ As P Installation [Table 602.3(1)]
CONC E FLOORS (ON GROUND) (R506)
Thickness: 3'/2"minimum; Concrete strength
(R506.1)
Support: prepared subgrade; maximum earth
znfill = 8"; maximum sand or gravel fill = 24"
506.2.1)
.Base course: 4" graded with 2" maximum
&1/aggregate (R506.2.2)
zz"Vapor retarder (R506.2.3)
Reinforcement support (R506.2.4)
0
WALL CONSTRUCTION (Chapter 6)
GENER((R 6 0 1 Material (R603.2.1)
I
_Design (R601.2) Identification (R603.2.2)
Component and cladding wind loads Corrosion protection (R603.2.3)
[Table R301.2(2)]
� f� Fastening (R603.2.4)
Vapor retarders (R601.3)
Wall construction (R603.3 - R603.5)
WOOD CONSTRUCTION (R602)
/vffl
Construction [Figures R602.3(1) and
R602.3(2)]
_ I
Stud grade (R602.2)
Exterior walls (R602.3)
w1A
Stud spacing (R602.3.1, Table R602.3
(,5)]
N 1A
Interior load -bearing walls (R602.4)
Interior nonbearing walls: 2" x 3" at 24iU.U.
or 2",x 4" flat at 16" o.c. (R602.5)
Drilling and notching — studs (R602.6)
Drilling and notching — top plate (R6 I2.6.1)
/!`'fly
Headers (Tables R502.5(1), R502.5(2),
R602.7.2 and Figure R602.7.2]
Fireblocking (R602.8, R302.11)
fV
Cripple walls (R602.9)
Wall bracing, braced wall lines, length's,
connections, support and joints (R6'02.10,
R602.10.1, R602.10.3, R602.10.6 -I
R602.10.8)
Bracing based on wind speed
yam_
[Table R602.10.1.2(1)]
Bracing based on SDC [Table R602.110.1.2(2)]
Intermittent bracing methods (R602.110.2,
Table R602.10.2)
Continuous sheathing
/, //�
/ "
(R602.10.4, R602.10.5)
Bracing for SDC C and D (R602.10.11.4.1,
R602.10.1.5, R602.11)
I
Wall bracing for stone and masonry veneer
(R602.12)
i
STEEL WALL FRAMING (R603)
General (R603.1)
/yu Structural framing (R603.2)
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)
General design (R606)•
SDC C and D (R606.12)
Unit masonry (R607)
Multiple wythe masonry (R608)
r/ Grouted masonry (R609)
Glass unit masonry (R610)
EXTERIOR CONCRETE WALL
CONSTRUCTION (R611)
Applicability (R611.2)
Concrete wall systems (R619.3)
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)
/14W Materials (R613.3)
Wall panels, construction details (R613.4 -
R613.10)
-7-
WALL COVERING (Chapter 7)
INTERIOR WALL COVERING (R702)
fy 1,4 Plaster material (R702.2)
N I 14" Plaster support (R702.2.3)
�/ Gypsum board material (R702.3.1)
Gypsum board support, application and
/ fastening (R702.3.2 - R702.3.8)
v Ceramic the (R702.4)
_/ I
/' 14 Other finishes (R702.5 and R702.6) I
EXTERIOR WALL COVERING (R703) j
P Water -resistive barrier (R703.2)
Wood siding (R703.3)
-— Attachment and minimum thickness
(Table R703.4)
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'/e" 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)
/ PS/
Flashing (R703.7.5 and R703.8)
^10
Exterior insulation and finish systems (R703.9)
Fiber cement siding (R703. 10)
Vinyl siding (R703.11)
ROOF -CEILING CONSTRUCTION (Chapter 8)
I
GENERAL (R801)
i
LDesign
(R801.2 and R801.3)
Component and cladding wind loads [Table
R301.2(2)] I
ROOF FRAMING (R802)
,A /4
Fire -retardant -treated wood (R802.1.3)
/y 1,14
Framing details (R802.3)
P/ /4
Rafter tie (R802.3.1)
/J9
I
Collar ties (4' o.c., in upper third of attic)
(R802.3.1)
,, /
rfO
Purlins (2" x 4" at 4' o.c. minimum)
(Figure R802.5.1, R802.5.1)
/N'f r Bearing (R802.6)
/ INSP Cutting and notching (R802.7)
Engineered wood products (R802.7.2)
/yvs f Lateral support and bridging (R802.8)
raming of openings (R802.9)
ood trusses (R802.10)
Roof tie -down (R802.11)
CEILING JOISTS [Tables R802.4(1), R802.4(2i1)]
N/",# Without attic storage, LL = 10psf
I
L� With attic storage LL = 20psf
Spacing
Species
Grade
Span
Size
RAFTERS [Tables R802.5.1(1) - R802.5.1(8)]
Ground snow load/LL = 20psf
Controlling design (LL or snow)
Ceiling not attached/ceiling attached
Spacing
Species
Grade
Span
Size
Hc/HR; Adjustment factor
ROOF SHEATHING (R803.2)
__�Orade
Thickness
P'P FRTW allowable stresses/grading
Allowable spans *[Table R503.2.1.1(1)]
1AF 10 Installation (R803.2.3)
ROOF -CEILING CONSTRUCTION (cont'd.)
STEEL ROOF FRAMING (R804) Roof construction (R804.3)
General (R804.1) Roof tie -down (R804.3.9)
Structural framing (R804.2) ROOF VENTILATION (R806)
Material (R804.2.1) Ventilation requirements (R806.1 - R806.4)
Identification (R804.2.2) ATTIC ACCESS (R807)
Corrosion protection (R804.2.3) Access requirements (807.1)
Fastening (R804.2.4)
ROOF ASSEMBLIES (Chapter 9)
I
ROOF C SSIFICATION (R902)
Roof covering materials (R902.1)
WEATHER PROTECTION (R903)
h/ S %l Flashing (R903.2)
& � 10 Coping (R903.3)
r� Roof drainage (R903.4)
I
�R Hail exposure (R903.5)
MAT�ERIA(R904) i
(/ Compatibility; specifications; physical!
characteristics; identification (R904.2 -
R904.4) I
�V Slate and slate -type shingles (R905.6)
N (�s Wood shingles (R905.7)
Wood shakes (R905.8)
% 4 uilt-up roofs (R905.9)
Metal roof panels (R905.10)
Modified bitumen roofing (R905.11)
,(V Thermoset single -ply roofing (R905.12)
Thermoplastic single -ply roofing (R905.13)
1 Sprayed polyurethane foam roofing (R905.14)
i�✓�f� Liquid -applied coatings (R905.15)
ROOF INSULATION (R906)
REQUIREMENTS FOR ROOF COVERINGS (R905) &(A General. (R906.1)
Asphalt shingles (R905.2) REROOFING (R907)
Clay and concrete tile (R905.3) Materials and methods (R907.1)
Metal roof shingles (R905.4) Structural support (R907.2)
i
Mineral -surfaced roll roofing (R905.5) Recover vs replace (R907.3)
CHIMNEYS AND FIREPLACES (Chapter 10)
MASONRY FIREPLACES (R1001)
Construction (Figure R1001.1 and Table
R1001.1)
Hearth extension material (R1001.9)
Hearth extension (R1001.10)
Fireplace clearance .(R1001.11)
SDC D reinforcing/anchorage (R1001.3 and k Fireblocin 1001.1
R100,1.4) _ g (R2 )
firebox walls and"dimensions (R1001.5 and MASONRY CHIMNEYS (R1003)
R 1001.6)
Construction (Table R1001.1, R1003.2,
Steel fireplace units (R1001:5.1) R1003.3, and Figure R1001.1)
Corbeling (R1003.5)
Lintel (noncombustible) (R1001.7)
Ill
CHIMNEYS AND FIREPLACES (cont'd.)
Changes in dimension (R1003.6) Chimney clearance (R1003.18)
Additional load (R1003.8) Fireblocking (R1003.19)
Termination (R1003.9) imn crickets (R1003.20)
Sp rk a.',. stors (R1003.9.1) I FACTO Y BU T FIREPLACES (R1004)
all th` kness; > " (R1003.10) sted an labeled (R1004.1)
lue ning - at al/in allation (R1003.1 Instal ti 4RID04.2)
a R100
M iple flu s ( 003.13) FACT RY B T HIMNEYS (R1005)
FI a area (appliance) (R1003.14) i
to and labeled (R1005.1)
Flue area (masonry fireplace) (R100 .15)
Installation (R1005.3 and R1005.4)
Inlet (R1003.16) EXTERIOR AIR SUPPLY (R1006)
I
Cleanout opening (R1003.17) I Intake size (R1006.2, R1006.4)
ENERGY i FFICIENCY* (Ch pter 11)
Co pliance; material and equipment Building envelope (N1102)
(N1101.2, N1101.3)
Mechanical systems (N1103)
Climate zone (Table N1101.2)
I
'See energy conservation plan review record
MECHANICAL (Chapters 12-23)
Appliance labeling (M130Z M1303)
I
Appliance access (M1305, M1401)
liance installation (M1307)
��:::Meating
and cooling equipment; heating
and cooling load calculations (Chapter 14)
lNSi'o
I
Exhaust systems (Chapter 15)
�—
i
Duct systems (Chapter 16)
N fd9
Combustion air (Chapter 17)
Chimney and vent location and terminations
(Chapter 10 and Chapter 18)
Special fuel -burning equipment (Chapter 19)
-��—
Boilers/water heaters (Chapter 20)
Hydronic piping (Chapter 21)
/
Special piping and storage systems
(Chapter22)
23)
Solar systems (Chapter
IV
Penetrations of fire -resistance rated assem-
blies (R302.4, R302.5)
FUEL GAS (Chapter 24)
Application (G2401.1) Clearances (G2409)
General regulations (G2404) r Electrical and electrical bonding (G2410,
_T AAppliance location (G2406) G2411)
Pipe sizing (G2413)
ir requirements (G2407)
Installation (G2408) Piping materials (G2414)
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i
FUEL GAS (cont'd)
i
Piping installation (G2415 and G2419) i
Piping support (G2418 and G2424)
Valves, controls, connections (G2420, IG2421
and G2422)
Venting (G2426 -. G2429)
Misc appliances (G2423, G2425, G2430 -
G2453)
PLUMBING (Chapters 25-33)
I N.S % Water service location and depth (P2663,
P2604)
1Wf/
Sanitary and storm sewer location and
Idepth
(P2603, P2604)
/rSP
Piping support (Table P2605.1)
Nf P
Listed plastic materials (P2608)
/ivf to
Plumbing, fixtures (Chapter 27)
le
Water heater size and location (Chapter
28)
%1A
Water supply and distribution system design
and calculations (Chapter 29)
Dwelling unit fire sprinkler systems (P2904)
NFPA 13D system (P2904.1)
-.*Temperature rating J
(P2904.2.1, P2904.2.2)
Freezing protection
(P2904.2.3)
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)
V Drain, waste and vent pipe sizing and riser
diagram (P3004, P3005, Chapter 31)
ly(.4 Sumps and ejectors (P3007)
-a L— Backwater valves (P3008)
rJ6l Fixture traps (P3201)
1*1.(14 Storm drainage (Chapter33)
/ Penetrations of fire -resistance rated assem-
blies (R302.4, R302.5)
ELECTRICAL (Chapters 34-43)
P/M Penetrations of fire -resistance rated dssem-
%f vs o-Wiring methods (Chapter 38)'
blies (E3402.2)
Required lighting and receptacle outlets
Listed and labeled materials (E3403)
(E3901, E3903)
4/ Service equipment and location (E3405,
Ground -fault and arc -fault circuit -interrupter
E3601, E3606) I
protection (E3902)
Service size and load calculations (E3602) �
/y Sf
Devices and lighting fixtures (Chapter 40)
Available fault current (E3606)
l 1/S/
Appliance installation (Chapter 41)
.System grounding (E3607) j
11 f=
Swimming pools (Chapter 42)
,-Required branch circuits (E3703) �
%✓%i4
Class 2 remote -control, signaling and power -lim-
Feeder requirements and load calculations
ited circuits (Chapter 43)
(E3704)
i
' I
MANUFACTURED HOUSING USED AS'DWELLINGS (Appendix E)
V /Provisions
" /�
adopted (R102.5) I
/
Compliance with Appendix E verified
i
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t
RADON CON OL MEASURES (Appendix F)
Provisions adopted (R102.5) Compliance with Appendix F verified
• 1
i
SWIMMING POOLS, I SPAS AND HOT TUBS (Appendix G)
Provisions adopted (R102.5) Compliance with Appendix G verified
PATIO COVERS (Appen
Provisions ado led (R1 .5) r' mpliance with A ndix H verified
PRIVATE SEWAGE DI OSAL (Append' 1)
Provisions ad pted (R102.5) Co pliance with )appendix I verified
i
EXISTING BU DI ZS AND STR CTU ES (Appendix J)
Provisi s adopted (R102.5) I Compliance with Appendix J verified
SOUND TRANSMISSION (Appendix K)
Provisions adopted (R102.5) Compliance with"Appendix K verified
HOME DAY CARE—R-J OCCUPANCY (Appendix M)
Provisions adopted (R102.5) Compliance with Appendix M verified
I
9
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