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CORRECTION LIST
1
Code
No.
I DESCRIPTION
Section
140a/U'O'd?.,d/+, 104-/9y /`O k /O K- 3.0
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19-c 64 pu<(0//4/6 7- 2_/ F/S
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PA �S SL r 77�I NU Tr «
/07.2.7
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I
��\ - - - - •. - - - - - - - - - . _ � _ - • • � • • ISBN 978-1.58001-951_ 4 -
' I �
CORRECTION LIST
Code
No. I DESCRIPTION Section
II
1
I -
I
I
i
I
-2-
9
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 [fable R301.2(1)] /
%✓ /dJ Two-family dwelling separation (R302.3)
Floor live load (Table R301.5) ✓ psf
7✓ M Dwelling unit penetrations (R302.4)
Roof live load (Table R301.6) psf
ni ? Dwelling/garage opening/penetration protec-
Ground snow load A psf
tion (R302.5)
Basic wind speed L1,11- mph
Wind exposure category (R301.2.1.4)
/NSP Dwelling/garage fire separation (R302.6)
High wind design criteria applicable /1
r -5// Under -stair protection (R302.7)
(R301.2.1.1) ✓
f/ Wall and ceiling finishes (R302.9)
Seismic design category (SDC)
[Figure R301.2(2)] N IA
SDC C&D provisions (R301.2.2)
Flame spread index (R302.9.1)
--,Smoke-developed index
Weathering
(R302.9.2)
Frost line depth Nor'
Testing (R302.9.3, R302.9.4)
Termite area
Insulation
Decay area ti
(R302.10)
�� Flame spread/smoke-developed
Winter design temperature
(R302.10.1, R302.10.2)
Ice barrier underlayment required
/
C-""�Cellulose loose -fill and exposed
Flood hazards i✓
FIRE-RESISTANT CONSTRUCTION R302
( )
attic insulation (R302.10.3,
I
R302.10.4)
1'11A Exterior walls (R302.1, Table R302.1)
Testing (R302.10.5)
Townhouse separation (R302.2)
J/�s� Fireblocking (R302.11)
Continuity and struct ral
J—J/ Draftstopping (R302.12)
independence (R302.2.1,
R302.2.4) I
l��r Combustible insulation clearance (R302.13)
Parapets and construction
(R302.2.2, R302.2.3)
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"
51-0"
8% floor area
4% floor area
Bathroom
N.A.
N.A
7'-0"
5'-0"
3 square feet
1 % square feet
See Sections R303.1 & R303.3 for mechanical ventilation and artificial light
t 6'-8" min. at plumbing fixtures and for non -habitable basements.
I
Required heating (R303.8)
SANITATION (R306 and R307)
✓/Water closet
C/ avatory
i
Tub or shower
=Kitchen area with sink
r-'*"- Sanitary sewer (Chapter 30)
AIM Private disposal (Appendix !)
-3-
GLAZING (R308)
//v_5 /' Identification (R308.1)
Louvered windows or jalousies (R308.2)
Human impact loads/hazardous locations
(R308.3, R308.4)
/✓1A Skylights and sloped glazing (R308.6)
i
BUILDING PLANNING (cont'd.)
GARAGES AND CARPORTS (R309)
m7/ Floor surface noncombustible; sloped
(R309.1)
AWA Carport: open two sides; noncombusti
floors; sloped floor (R309.2)
I ASP Automatic garage door opener (R309.
EMERGENCY ESCAPE AND RESCUE OPE
(R,3100))
C" Where required (R310.1)
i f-s / Areas, height, width, operations ,(R31(
R310.1.4)
/✓f-4 Window wells (R310.2)
AUTOMATIC FIRE SPRINKLER SYSTEMS (R313)
Townhouses (R313.1)
One- and two-family dwellings (R313.2)
SMOKE ALARMS (R314)
VReferenced standards (R314.1, R314.2)
INGS G ocation and interconnection (R314.3)
P
/ower source (R314.4)
A11A Bars, grilles, covers and screens (R310.4)
e- 09 Under decks and porches (R310.5)
MEANS JF 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,,walkline (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)
Handrails required (R311.7.7)
Handrail height, continuity, grip -size
(R311.7.7.1 - R311. 7. 7.3)
VZ"Stairway illumination (R303.6, R311.7I.8)
N r.4 Special stairways (R311.7.9)
veld' Ramp slope, landings, handrails (R311.8)
GUARD R312) ,-
Required for open -sided surfaces, stairs,
ramps and landings > 30" above I
floor/grade (R312.1)
Height - 36" (R312.2)
I
Opening limitations (R312.3)
CARBON,MONOXIDE ALARMS (R315)
New construction (R315.1)
/ Existing construction (R315.2)
r N5,oO Referenced standard (R315.3)
FOAM PLASTIC (R302.8, R316)
/ Nff Labeling (R316.2)
/ ti51 Surface burning, thermal barrier, specific
approval (R316.3 - R316.7)
DECAY AND TERMITE PROTECTION
(R317 318)
Protection required (Table R301.2(1), R317.1,
R318.1)
` 5f Quality mark (R317.2 and R318.1.1)
SITE ADDRESS (R319)
!w5 Address numbers (R319.1)
ACCLITY (R320)
7Type B dwelling units applicable (R320.1)
ELEVATORS/PLATFORM LIFTS (R321)
N / Referenced standards (R321.1 - R321.3)
FLOOD -RESISTANT CONSTRUCTION (R322)
General (R322.1)
Hazard area and requirements (R301.2.4,
R309.3, R322.2, R322.3)
Design professional (R322.3.6)
STORM SHELTERS (R323)
/-*' 4P General and referenced standard (R323.1)
-.4-
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FOUNDATIONS (Chapter 4)
MATERIALS (R402) 11V(A Concrete foundation walls (R404.1.2)
N 1A Wood foundations (R402.1) 7V 14 Wall height, unbalanced backfill, nominal
/ thickness (Tables R404.1.2(2) -
It� Concrete, compressive strength (R402.2) R404.1.2(8), R404.1.5.2J
N /4 Horizontal and vertical reinforcement size and
FOOTINGS (R403)
/ spacing 17ables R404.1.2(1) - R404.1.2(8),
�// Soil bearing value (R401.4, R403.1) !� R404.1.2.2, R404.1.2.3.71
V Footing width (see page 5) /' Stay -in -place forms (R404.1.2.3.6.1)
=Footing edge thickness = 6" minimum
projection = 2" minimum, but <— footi
thickness (R403.1.1)
Footings in SDC C or D (R403.1.2, R,
/ and R403.1.6.1)
Depth below (outside) grade = 12" mii
but below frost line except for frost
tected footings.(R403.1.4, R403.1.4
/ R403.1.4.2)
7/ Sill plate bolting in concrete/masonry
ameter bolts, within 12" but not les:
bolt diameters from corner, 7" emb(
(R403.1.6)
A" S,10 Footings adjacent to slopes (R403.1.1
f✓ /4 Frost protected shallow foundations (�
N� r Footings for precast concrete foundat
(R403.4)
FOUNDAT N WALLS (R404 - R406)_
` Masonry foundation walls (R404.1.1)
L/ Wall height, unbalanced backfill, norr
thickness (Tables R404.1.1(1) -
/ R404.1.1(4), R404.1.5.1 J
Reinforcement size and spacing
(Tables R404.1.1(2) - R404.1.1(4).
footing
Pv t
SDC C and D provisions (R404.1.2.4,
g
R404.1.4)
/"(4
Height above finished grade (R404.1.6)
)3.1.3
N 64
Sill plate size (R404.3)
IV (4
Precast concrete foundation walls (R404.5)
imum;
ro-
fit/ f4
Drains required if habitable or usable spaces
1 and
are below grade* (R405)
f 4 Soil class (Table R405.1)
than 7
. (« , Dampproofing if basements are below grade*
7
dment (R406.1)
Waterproofing if high water table* (R406.2)
1
* If uninhabitable, see Under -Floor Space (R408)
'403.3)
COLUMNS (R407)
)n
Protection from decay or corrosion (R407.1
and R4074
Structural requirements (R407.3)
Anchorage (R407.3)
ial Wood columns (minimum 4" square) (R407.3)
Steel columns minimum 3" diameter, Sched-
ule 40 pipe) (R407.3)
TABLE R403.1
Rm imnr me winru OF rQNCRETE PRECAST OR MASONRY FOOTINGS finches?
LOAD -BEARING VALUE OF SOIL s
1,500
2,000 3,000 >_ 4,000
Conventional light —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-story
12
12
12
12
2-story
21
16
12
12
3-story
32
24
16
12
8-inch solid or fully grouted masonry
1-sto ry
16
12
12
12
2-story
29 i
21
14
12
3-stor�
42
32
21
16
For SI: 1 inch = 25.4 mm, 1 pound per square foot = 0.047i3 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.
i
-5-
Grade (R503.3.1)
I]
_ �1A Thickness (R503.3.2)
�� Installation [Table R602.3(1)]
TREATED -WOOD FLOORS (ON GROUND) (R504)
Base course: 4" thick with maximum 3/41'
gravel or'/Z" crushed stone (R504.2.1)
Girder spans and header spans for exterior /�/ i� Moisture barrier: placed over base course
bearing walls [Table R502.5(1)] I F (R504.2.2)
Girder spans and header spans for in
bearing walls [Table R502.5(2)]
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)
UNDER -FLOOR SPACE (R408)
Ventilation (R408.1 and R408.2)
Unvented crawl space (R408.3)
Access (R408.4)
I
I
FOUNDATIONS (cont'd.)
Removal of debris (R408.5)
Finished grade (R408.6)
Flood resistance (R408.7)
F i OORS (Chapter 5)
I
WOOD JOISTS AND GIRDERS (R502) PARTICLEBOARD UNDERLAYMENT (R503.3)
N f4
Species and grade (R502.1)
J4
Joists — Sleeping areas, LL = 30 psf
[Table R502.3.1(1)]
1�
Joists — Nonsleeping areas, LL = 40 psf
[Table R502.3.1(2)]
Cantilevered joists [Tables R502.3.3(1) and
R502 3 31211
!— 0
f✓r�
tA/ (%A
1 P-51
Materials (R504.3)
STEEL FLOOR FRAMING (R505)
Cold -formed steel; applicability limits; in -line
framing (R505.1)
Structural framing (R505.2)
NSA Lateral restraint and bridging (R502.7, Material (R505.2.1)
R502.7.1)
Identification (R505.2.2)
% ✓t' S P Drilling and notching (R502.8)
Corrosion protection (R505.2.3)
if ti S P Fastening (R502.9) Fastening (R505.2.4)
lti S1 Framing of openings (R502.10)
_ / Floor construction (R505.3)
y Wood trusses (R502.11)
� ^ems P Draftstopping (R502.12) CONCREJ.E FLOORS (ON GROUND) (R506)
R503.1 j —!,�/— Thickness: 31/Z" minimum; Concrete strength
LUMBER FLOOR SHEATHING
( ) (R506.1)
Allowable span (Table R503.1) (% Support: prepared subgrade; maximum earth
End joints (R503.1.1) fill = 8"; maximum sand or gravel fill = ')A"
I /Base
(R506.2.1)
WOOD STRUCTURAL PANEL SHEATHING (R503.2) course: 4" graded with 2" maximum
Grade (R503.2.1) I / aggregate (R506.2.2)
_�a or retarder support
Thickness (R503.2.1) I p ( )
Allowable spans [Tables R503.2.1.1(1) and Reinforcement support (R506.2.4)
R503:2.1.1(2)] I
Installation [Table 602.3(1)]
I
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0
I
WALL CONSTRUCTION_ (Chapter 6)
I
GENE (R601) Material (R603.2.1)
(R601.2) ,,,DesignIdentification (R603.2.2)
Component and cladding wind loads Corrosion protection (R603.2.3)
[Table R301.2(2)]
Fastening (R603.2.4)
Vapor retarders (R601.3)
Wall construction (R603.3 - R603.5)
WOOD C,lDNSTRUCTION (R602)
(// Construction (Figures R602.3(1) and
R602.3(2)]
Stud grade (R602.2)
Exterior walls (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.i)
�` Vdrilling and notching —top plate (R602,6.1)
t/ Headers [Tables R502.5(1), R502.5(2),
R602.7.2 and Figure R602.7.2]
! ^J f Fireblocking (R602.8, R302.11)
/✓tir 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 I
R602.10.8)
Bracing based on wind speed
[Tablb R602.10.1.2(1)]
Bracing based on SDC [Table R602.10.1.2(2)]
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,
R602.10.1.5, R602.11)
_Wall bracing for stone and masonry veneer
(R602.12)
STEEL WALL FRAMING (R603)
f _General (R603.1)
— Structural framing (R603.2)
Headers (R603.6)
Studs, tracks and structural sheathing
(R603.7 - R603.9).
SHEAT NG (R604 and R605)
Wood structural panels (R604)
h/ (4 Particleboard (R605)
MASOI�Y CONSTRUCTION (R606 - R610)
<<// General design (R606)
IV 14 SDC C and D (R606.12)
Unit masonry (R607)
/'V ultiple wythe masonry (R608)
Grouted masonry (R609)
/✓ 9 Glass unit masonry (R610)
EXTERIOR CONCRETE WALL
CONSTRUCTION (R611)
Applicability (R611.2)
Concrete wall systems (R611.3)
�_VTF Stay -in -place forms (R611.4)
Materials, construction details
(R611.5 - R611.10)
EXTERIOR WINDOWS & DOORS (R612) .
P /,s ! 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)
-7-
WALL, COVERING (Chapter 7)
INTERIOR WALL COVERING (R702) IV (A Wood shakes and shingles (R703.5)
/✓ (4 Plaster material (R702.2) Exterior plaster (R703.6)
Plaster support (R702.2.3) Stone''& masonry veneer (R703.7 & Figure
V Gypsum board material (R702.3.1) R703.7); Steel angle lintels-4" minimum
bearing each end (R703.7.3)
Gypsum board support, application ai
fastening (R702.3.2 - R702.3.8)
Ceramic tile (R702.4)
P10 Other finishes (R702.5 and R702.6)
EXTERI WALL COVERING (R703)
ater-resistive barrier (R703.2)
�1Nood siding (R703.3)
Attachment and minimum thickness
(Table R703.4)
Veneer ties:.#9 U.S. gage wire or #22 U.S.
gage by'/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)
v/ 310 Flashing (R703.7.5 and R703.8)
N 19 Exterior insulation and finish systems (R703.9)
,,vla- Fiber cement siding (R703. 10)
/�/4/4 Vinyl siding (R703.11)
ROOF -CEILING CONSTRUCTION (Chapter 8)
GENE (R801)
Design (R801.2 and R801.3)
Component and cladding wind loads) [fable
R301.2(2)]
ROOF FRAMING (R802)
111(14 Fire -retardant -treated wood (R802.1 � 3)
i Framing details (R802.3)
N /14 Rafter tie (R802.3.1)
Collar ties K o.c., in upper third of attic)
��..vv ���� (R802.3.1)
� Purlins (2" x 4" at 4' o.c. minimum)
(Figure R802.5.1, R802.5.1)
1 di"f( Bearing (R802.6)
�'LS® Cutting and notching (R802.7)
Engineered wood products (R802.X 2)
'J"' Lateral support and bridging (R802.8)
/-413"Q . Framing of openings (R802.9)
Wood trusses (R802.10)
Roof tie -down (R802.11)
CEILING JOISTS [Tables R802.4(1), R802.4(2)]
n Without attic storage, LL = 10psf
/ V
�[ With attic storage LL = 20psf
I
Spacing
r 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
epacing
species
Grade
Span
Size
Hc/HR; Adjustment factor
ROOF`` SHEATHING (R803.2)
�y rade
(/ Thickness
A/ /!9' FRTW allowable stresses/grading
Allowable spans'[Table R503.2.1.1(1)]
Installation (R803.2.3)
12
I
ROOF -CEILING CONSTRUCTION (cont'd.)
I .
I
STEEL ROOF FRAMING (R804) 17 Roof construction (R804.3)
General (R804.1) Roof tie -down (R804.3.9)
Structural framing (R804.2) ! ROOF V TILATION (R806)
Material (R804.2.1) I Ventilation requirements (R806.1 - R806.4)
Identification (R804.2.2) ATTIC A SS (R807)
Corrosion protection (R804.2.3) Access requirements (807.1)
Fastening (R804.2.4)
q.6-refi
ROOF CLASSIFICATION (R902)
- C/ Roof covering materials (R902.1)
WEATHER PROTECTION (R903)
Flashing (R903.2)
Coping (R903.3)
Roof drainage (R903.4)
Hail exposure (R903.5)
MATERIAL (R904)
Compatibility; specifications; physical
characteristics; identification (R904.2 -
R904.4)
RE QUI MENTS FOR ROOF COVERINGS (R905)
7 Asphalt shingles (R905.2)
SEMBLIES (Chapter 9)
Slate and slate -type shingles (R905.6)
Wood shingles (R905.7)
Wood shakes (R905.8)
Built-up roofs (R905.9)
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 coatings (R905.15)
ROOF INSULATION (R906)
IV(A General (R906.1)
REROOFING (R907)
A/ rA Clay and concrete tile (R905.3) I Materials and methods (R907.1)
AI(A Metal roof shingles (R905.4) i Structural support (R907.2)
`✓ / �- Mineral -surfaced roll roofing (R905i5) Recover vs replace (R907.3)
CHIMNEYS AND FIREPLACES (Chapter 10)
I
MASONRY FIREPLACES (R1001)
i
Construction (Figure R1001.1 and Table
R1001.1)
SDC D reinforcing/anchorage (R1001.3 and
R1001.4)
fV
i
Firebox walls and dimensions (R1001.5 and
R1001.6)
Steel fireplace units (R1001.5.1)
Lintel (noncombustible) (R1001.7)'
I
Hearth extension material (R1001.9)
Hearth extension (R1001.10)
Fireplace clearance. (R1001.11)
locking (R1001.12)
MASO RY CHIMNEYS (R1003)
Construction (Table R1001.1, R1003.2,
R1003.3, and Figure R1001.1)
Corbeling (R1003.5)
w
_1 I
I '
CHIMNEYS' AND FIREPLACES (cont'd.)
Changes in dimension (R1003.6)
Additional load (R1003.8)
Termination (R1003.9)
,Spark arrestors (R1003.9.1)
Wall thickness; >_ 4" (R10,,A.10)
Flue lining - mate
and R1003.12)
1003.11
Multiple flues (R1 D 13)
Flue area (applia e) (R1003.14)
Flue area (masonry fireplace) (R1003;.15)
Inlet (R1003.16)
Cleanout opening (R1003.17)
. Chimney clearance (R1003.18)
Vreblocking (R1003.19)himney crickets (R'003.20)
UILT FIREPLACES (R1004)
st and 004.1)
allat' n (R1004.2)
UILT CHIMNEYS (R1005)
Listed and labeled (R1005.1)
Installation (R1005.3 and R1005.4)
EXTERIOR AIR SUPPLY (R1006)
Intake size (R1006.2, R1006.4)
ENERGY; EFFICIENCY* (Chapter 11)
/compliance; material and equipment
/ (N1101.2, N1101.3)
V Climate zone (Table N1101.2)
Building envelope (N1102)
Mechanical systems (N1103)
*See energy conservation plan review record
MECHANICAL (Chapters 12-23)
1 y5 P Appliance labeling (M1302, M1303)
/✓` 5 P Appliance access (141305, M1401)
f�Heating
ppliance installation (M1307)
and cooling equipment; heating
and cooling load calculations (Chapter 14)
. Exhaust systems (Chapter 15)
Duct systems (Chapter 16)
/V (A Combustion air (Chapter 17)
F
plication (G2401.1)
AqApp
vV
ations (G2404)
tion (G2406)
1. Air requirements (G2407)
Installation (G2408)
Chimney and vent location and terminations
(Chapter 10 and Chapter 18) ,
ecial fuel -burning equipment (Chapter 19)
ri
Boilers/water heaters (Chapter 20)
// 1,4—
Hydronic piping (Chapter 21)
IV 64- Special piping and storage systems
(Chapter 22)
✓'� ��"
Solar systems (Chapter 23)
!N lP
Penetrations of fire -resistance rated assem-
blies (R302.4, R3.02.5)
GAS (Chapter 24)
Clearances (G2409)
Electrical and electrical bonding (G2410,
�24VG2411)
sizing (G2413)
Piping materials (G2414)
-10-
FUEL GAS (cont'd)
Plumbing fixtures (Chapter 27)
(P2904.5.2)
Water heater size and location (Chapter 28)
Pipe sizing (P2904.6)
/'V Water supply and distribution system design
l/ Drain, waste and vent pipe sizing and riser
diagram (P3004, P3005, Chapter 31)
and calculations (Chapter 29)
/I/ Sumps ejectors (P3007)
Dwelling unit fire sprinkler systems (P2904)
and
NFPA 13D system (P2904.1)
Backwater valves (P3008)
Temperature rating
/ tv5 P Fixture traps (P3201)
/ (P2904.2.1, P2904.2.2)
IV `} Storm drainage (Chapter 33)
( Freezing protection
Penetrations of fire -resistance rated assem-
(P2904.2.3)
iI
blies (R302.4, R302.5)
ELECTRICAL (Chapters 34-43)
Penetrations of fire -resistance rated assem-
I'/US P firing methods (Chapter 38)
blies (E3402.2)
Required lighting and receptacle outlets
Listed and labeled materials (E3403)
Service equipment and location (E340,5,
/ E3601, E3606)
�✓ ervice size and load calculations (E3602)
Vailable fault current (E3606)
stem grounding (E3607)
squired branch circuits (E3703)
Feeder requirements and load calculations
(E3704) I
(E3901, E3903)
Ground -fault and arc -fault circuit -interrupter
protection (E3902)
Devices and lighting fixtures (Chapter 40)
Appliance installation (Chapter 41)
Swimming pools (Chapter42)
�(Ciass 2 remote -control, signaling and power -lim-
ited circuits (Chapter 43)
MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E)
/VProvisions adopted (R102.5) A—/ ( LCompliance with Appendix E verified
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RADON CONTROL
MEASURES (Appendix F)
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
PATIO
COVERS (Appendix H)
Provisions adopted (R102.5)
Compliance with Appendix H verified
RIVATE SE
AG DISPO AXendix
Provisions adopted ( 02.5)
th Appendix I verified
E TING BUI DI
SANDS RU TU S (Appendix J)
Provisions ad ed (R102.5)
Compliance with Appendix J verified
SOUND]
ANbMISSI N (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
-12-