HomeMy WebLinkAboutPLAN REVIEW RECORDr r1RRGf►_TI(1AI 1 ICT
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DESCRIPTION
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NOTE:J ntries 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)
DESI S N CRITERIA [Table R301.2(1)] / N V Two-family dwelling separation (R302.3)
Fleior live load (Table R301.5) / psf r.1 y>, Dwelling unit penetrations (R302.4)
I'I
Roof live load (Table R301.6)
psf.
GI and snow load
�" �� psf
Basic wind speed rnph
Wi d exposure category (R301.2.1.4)
High wind design criteria applicable
�301.2.1.1)
Selsmic design category (SDC)
A,6A
",Figure R301.2(2)J
SD C&D provisions (R301.2.2)
/0'
WIeIIII'Iathenng
Frdlst line depth
I
Tel ite area
PDeay
area
Winter design temperature
Ice! barrier underlayment required
Fic od hazards
FIRE --RESISTANT CONSTRUCTION (R302)
Exterior walls (R302.1, Table R302.1)
,u Townhouseseparation (R302.2)
y/Continuity and structural
independence (R302.2.1,
R302.2.4)
Parapets and construction
(R302.2.2, R302.2.3)
PLANNING REQUIREMENTS (R303 through R305)
Dwelling/garage opening/penetration protec-
tion (R302.5)
'✓'A Dwelling/garage fire separation (R302.6)
,NSA Under -stair protection (R302.7)
Wall and ceiling finishes (R302.9)
f4ame spread index (R302.9.1)
Smoke -developed index
(R302.9.2)
,./ Testing (R302.9.3, R302.9.4)
Insulation (R 02.10)
Flame spread/smoke-developed
P / (R302.10.1, R302.10.2)
v Cellulose loose -fill and exposed
I s insulation (R302.10.3,
R302.10.4)
Testing (R302.10.5)
1 WS✓ Fireblocking (R302.11)
f 'If" Draftstopping (R302.12)
O SP Combustible insulation clearance (R302.13)
Ilse
Area
ftZ
Width
Average
ceilin t
Minimum
ceilin t
Natural*
light
Natural ventilation*
Livl'.9g
120
7'-0"
7'-0"
5'-0"
8% floor area
4% floor area
Dini;rjg
70
7'-0"
T-0"
5'-0"
8% floor area
4% floor area
Kitchen
N.A.
N.A.
T-0"
5'-0"
8% floor area
4% floor area
Bedroom
70
7'-0"
7'-0"
51-0"
8% floor area
4% floor area
Ballroom
N.A.
N.A
T-0"
5'-0"
3 square feet,
11/2square feet
' See
t s'-8'
SAN
A,- 01
3.1 & R303.3 for mechanical ventilation and artificial light
bing fixtures and for non -habitable basements.
Required heating (R303.8)
)N (R306 and R307)
Water closet
Lavatory
Tub or shower
Kitchen area with sink
Sanitary sewer (Chapter 30)
Private disposal (Appendix 1)
GLAZING (R308)
IAW Identification (R308.1)
YL" «' Louvered windows or jalousies (R308.2)
N5-" Human impact loads/hazardous locations
(R308.3, R308.4)
lam% Skylights and sloped glazing (R308.6)
-3-
BUILDING PLANNING (cont'd.)
ES AND CARPORTS (R309)
Floor surface noncombustible; sloped floor
(R309.1)
Carport: open two sides; noncombustible
floors; sloped floor (R309.2)
Automatic garage door opener (R309.4)
EMERGENCY ESCAPE AND RESCUE OPENINGS
(R10)
Where required (R310.1)
Areas, height, width, operations (R310.1.1 -
��I R310.1.4)
Window wells (R310.2)
C Bars, grilles, covers and screens (R310.4)
Under decks and porches (R310.5)
MEANS OF EGRESS (R311)
General (R311.1)
K
'11 Egress door (R311.2)
�ndings at exterior doors (R311.3 -
R311.3.3)
it Vertical egress (R311.4)
cW' Construction and attachment (R311.5)
Id /Hallways (R311.6)
Stairway width, headroom, walkline (R311.7.1
- R311.7.3)
Stairway treads, risers profiles (R311.7.4 -
R311.7.4.3)
i way 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)
Stairway illumination (R303.6, R311.7.8)
Special stairways (R311.7.9)
id/ 11VI'- Ramp slope, landings, handrails (R311.8)
3UA IXDR312) ' 'red for en -sided surfaces stairs I� equi r op ,
ramps and landings > 30" above
floor/grade (R312.1)
it Height - 36" (R312.2)
CJ,',' Opening limitations (R312.3)
AUTOMATIC FIRE SPRINKLER SYSTEMS (R313)
PI Townhouses (R313.1)
t''(A One- and two-family dwellings (R313.2)
SMOKE ALARMS (R314)
eferenced standards (R314.1, R314.2)
r/ Location and interconnection (R314.3)
(/ Power source (R314.4)
CARBON MONOXIDE ALARMS (R315)
New construction (R315.1)
Pig Existing construction (R315.2)
1---tq Referenced standard (R315.3)
FOAM PLASTIC (R302.8, R316)
f0:i:" Labeling (R316.2)
Nam" Surface burning, thermal barrier, specific
approval (R316.3 - R316.7)
DECAY AND TERMITE PROTECTION
(R317 a R318)
Z�Protection required (Table R301.2(1), R317.1,
R318.1)
y� Quality mark (R317.2 and R318.1.1)
SITE ADDRESS (R319)
/�Sr Address numbers (R319.1)
ACCESSIBILITY (R320)
Type B dwelling units applicable (R320.1)
ELEVATORS/PLATFORM LIFTS (R321)
/`-,' (A Referenced standards (R321.1 - R321.3)
FLOOD-RRE ISTANT CONSTRUCTION (R322)
General (R322.1)
Co/"Hazard area and requirements (R301.2.4,
/ R309.3, R322.2, R322.3)
C/ Design professional (R322.3.6)
STORM SHELTERS (R323)
^' (4 General and referenced standard (R323.1)
-4-
FOUNDATIONS (Chapter 4)
MATERIALS (R402)
'1 -� -Wood foundations (R402.1)
!11
,,i Concrete, compressive strength (R402.2)
FOO'IIING R403)
it bearing value (R401.4, R403.1)
I
m ooting 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
I' and R403.1.6.1)
n' P 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)
I Sill plate bolting in concrete/masonry ='/2" di-
ameter bolts, within 12" but not less than 7
bolt diameters from corner, 7" embedment
(R403.1.6)
N br Footings adjacent to slopes (R403.1.7)
j✓ Frost protected shallow foundations (R403.3)
- ` IA Footings for precast concrete foundation
(R403.4)
FOUNID/�TION WALLS (R404 - R406)
Masonry. foundation walls (R404.1.1)
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)]
6
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]
v/
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 (R404.1.2.3.6.1)
l% t 4-
SDC C and D provisions (R404.1.2.4,
R404.1.4)
Height above finished grade (R404.1.6)
1-' (4-
Sill plate size (R404.3)
/✓�/i'
Precast concrete foundation walls (R404.5)
rains required if habitable or usable spaces
are below grade* (R405)
Soil class (Table R405.1)
414
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 R407.2)
Structural requirements (R407.3)
nchorage (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 (inches)'
ill
.........._._.
__._... -•----------• - --
LOAD -BEARING VALUE OF SOIL s
1,500 2,000 3,000 >_ 4,000
I'll Conventional li ht—frame construction
I -story
12
12
12
12
2-story
15
12
12
12
3-story
23
17
12
12
4-inch brick veneer over li 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
liv Qrouted masonry
1-story16
12
12
12
2-story
29
21
14
12
�I 3-story
42
32
21
16
For SI: I inch = 25.4 mm, 1 pound per square foot = 0.0479 kPa
a. W ere 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 (R408)
Ventilation (R408.1 and R408.2)
u
Unvented crawl space (R408.3)
Access (R408.4)
M
r�
e
FLOORS (Chapter 5)
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)]
Y� 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)]
Removal of debris (R408.5)
Finished grade (R408.6)
Flood resistance (R408.7)
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 1/4'
gravel or'/2" crushed stone (R504.2.1)
Moisture barrier: placed over base course
(R504.2.2)
Materials (R504.3)
Joists under bearing partitions (R502.4) STEEL FLOOR FRAMING (R505)
Cold -formed steel; applicability limits; in -line
Bearing (1.5 minimum on wood or metal; 3 on framing (R505.1)
masonry or concrete) and lapped joists (3 ).
(R502.6, R502.6.1) Structural framing (R505:2)
%4 Lateral restraint and bridging (R502.7, Material (R505.2.1)
R502.7.1)
Identification (R505.2.2)
Drilling and notching (R502.8)
Corrosion protection (R505.2.3)
Fastening (R502.9)
h Fastening (R505.2.4)
i Framing of openings (R502.10)
Floor construction (R505.3)
Wood trusses (R502.11)
Draftstopping (R502.12)
LUMBER FLOOR SHEATHING (R503.1)
Allowable span (Table R503.1)
i End joints (R503.1.1)
WOOD STRUCTURAL PANEL SHEATHING (R503.2)
I
iJ Grade (R503.2.1)
I Thickness (R503.2.1)
i
i Allowable spans [Tables R503.2.1.1(1) and
R503.2.1.1(2)]
d NS I Installation [Table 602.3(1)]
CONCRETE FLOORS (ON GROUND) (R506)
VThickness: 31/2" minimum; Concrete strength
/Support:
(R506.1)
v 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)
V,Wor retarder (R506.2.3)
Reinforcement support (R506.2.4)
M
A/
G/
WALL CONSTRUCTION (Chapter 6)
(R601)
Design (R601.2)
Component and cladding wind loads
[Table R301.2(2)]
Vapor retarders (R601.3)
)D CONSTRUCTION (R602)
Construction (Figures R602.3(1) and
�I R602.3(2)]
I'(•4 Stud grade (R602.2)
11� Exterior walls (R602.3)
U
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.
I or 2" x 4" flat at 16" o.c. (R602.5)
?� Drilling and notching — studs (R602..6)
.I
Drilling and notching — top plate (R602.6.1)
�I
Headers (Tables R502.5(1), R502.5(2),
�� R602.7.2 and Figure R602.7.21
K Fireblocking (R602.8, R302.11)
I
✓r Cripple walls (R602.9)
Wall bracing, braced wall lines, lengths,
l connections, support and joints (R602.10,
R602.10.1, R602.10.3, R602.10.6 -
R602.10.8)
101V 0?
'OPV
1113
r-
Bracing based on wind speed
[Table 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)
STEE LWAL
L 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)
Wall construction (R603.3 - R603.5)
Headers (R603.6)
Studs, tracks and structural sheathing
(R603.7 - R603.9).
SHEATHING (R604 and R605)
t'HIWood structural panels (R604)
fVtlq Particleboard (R605)
MASONRY CONSTRUCTION (R606 - R610)
_(General design (R606)
W7�) SDC C and D (R606.12)
Unit masonry (R607)
Jultiple wythe masonry (R608)
Grouted masonry (R609)
0� Glass unit masonry (R610)
EXTERIOR CONCRETE WALL
CONSTRUCTION (R611)
Applicability (R611.2)
I/qConcrete wall systems (R611.3)
4--Stay-in-place forms (R611.4)
Materials, construction details
(R611.5 - R611.10)
EXTERIOR WINDOWS & DOORS (R612)
1 �s� General; window sills; performance; testing
and labeling (R612)
STRUCTURAL INSULATED PANEL WALL
CONSTRUCTION (R613)
Applicability (R613.2)
A. //
Materials (R613.3)
Wall panels, construction details (R613.4 -
R613.10)
-7-
WALL COVERING (Chapter 7)
INTERIOR WALL COVERING (R702)
`t/:Ids
Plaster material (R702.2)
III'
Plaster support (R702.2.3)
II
Gypsum board material (R702.3.1)
I
F' f�
I
Gypsum board support, application and
fastening (R702.3.2 - R702.3.8)
Ceramic tile (R702.4)
/�'flIlf
Other finishes (R702.5 and R702.6)
EXTERIOR WALL COVERING (R703)
Water -resistive barrier (R703.2)
NI I
Wood siding (R703.3)
,IAA
Attachment and minimum thickness
IN
(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)
l�
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)
-
/
Flashing (R703.7.5 and R703.8)
Exterior insulation and finish systems (R703.9)
AI
Fiber cement siding (R703.10)
Vinyl siding (W03.11)
ROOF -CEILING CONSTRUCTION (Chapter 8)
(R801)
Design (R801.2 and R801.3)
II'
Component and cladding wind loads [Table
R301.2(2)]
ROO FRAMING (R802)
Fire -retardant -treated wood (R802.1.3)
Al
Framing details (R802.3)
I'
Rafter tie (R802.3.1)
�N 'I
Collar ties (4' o.c., in upper third of attic)
(R802.3.1)
N
Purlins (2" x 4" at 4' o.c. minimum)
i
(Figure R802.5.1, R802.5.1)
Bearing (R802.6)
SII%'
Cutting and notching (R802.7)
1'1'
Engineered wood products (R802.7.2)
sf/
Lateral support and bridging (R802.8)
Framing of openings (R802.9)
.
Wood trusses (R802.10)
I
Roof tie -down (R802.11)
CEILIII G JOISTS [Tables R802.4(1), R802.4(2)]
Without attic storage, LL = 10psf
With attic storage LL = 20psf
�i
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)
Grade
Thickness
FRTW allowable stresses/grading
IN
Allowable spans [Table R503.2.1.1(1)]
/ 2S�
Installation (R803.2.3)
0
ROOF -CEILING CONSTRUCTION (cont'd.)
ROOF FRAMING (R804)
General (R804.1)
Structural framing (R804.2)
Material (R804.2.1)
Identification (R804.2.2)
Corrosion protection (R804.2.3)
Fastening (R804.2.4)
IFICATION (R902)
Roof construction (R804.3)
Roof tie -down (R804.3.9)
V
TILATION (R806)
Ventilation requirements (R806.1- R806.4)
ATTIC t
S (R807)
ess requirements (807.1)
ROOF ASSEMBLIES (Chapter 9)
Roof covering materials (R902.1)
R PROTECTION (R903)
/,,✓ '; Flashing (R903.2)
6vGl Coping (R903.3)
Roof drainage (R903.4)
Hail exposure (R903.5)
MATERIALS (R904)
Compatib
charact
ility; specifications; physical
eristics; identification (R904.2 -
R904.4)
REQ/ IREMENTS
FOR ROOF COVERINGS (R905)
Asphalt shingles (R905.2)
v ,II
/V
Clay and concrete tile (R905.3)
Metal roof shingles (R905.4)
Mineral -surfaced roll roofing (R905.5)
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)
P'�/ General (R906.1)
REROOFING (R907)
Materials and methods (R907.1)
Structural support (R907.2)
Recover vs replace (R907.3)
CHIMNEYS AND FIREPLACES (Chapter 10)
'FIREPLACES (R1001) Hearth extension material (R1001.9)
Construction (Figure R1001.1 and Table Hearth extension (R1001.10)
R1001.1)
Fireplace clearance (R1001.11)
SDC D reinforcinglanchorage (R1001.3 and
R1001.4) Fireblocking (R1001.12)
Firebox walls and dimensions (R1001.5 and MASONRY CHIMNEYS (R1003)
R1001.6) Construction (Table R1001.1, R1003.2,
Steel fireplace units (R1001.5.1) R1003.3, and Figure R1001.1)
Lintel (noncombustible) (R1001.7) Corbeling (R1003.5)
19
,i
CHIMNEYS AND FIREPLACES (cont'd.)
19 Changes in dimension (R1003.6)
Additional load (R1003.8)
Termination (R1003.9)
Spark arrestors (R1003.9.1)
k,F
all thickness; >_ 4" (R1003.10)
lue lining - material/installation (R1003.11
and R1003.12)
ultiple flues (R1003.13)
lue area (appliance) (R1003.14)
Flue area (masonry fireplace) (R1003.15)
Inlet (R1003.16)
li Cleanout opening (R1003.17)
Chimney clearance (R1003.18)
Fireblocking (R1003.19)
Chimney crickets (R1003.20)
-BUILT FIREPLACES (R1004)
Listed and labeled (R1004.1)
Installation (R1004.2)
�IWLT 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)
i�
Compliance; material and equipment uilding envelope (N1102)
(N1101.2, N1101.3)
Mechanical systems (N1103)
Climate zone (Table N1101.2)
"See energy conservation plan review record
MECHANICAL (Chapters 12-23)
jn'S'tl Appliance labeling (M1302, M1303)
/ Appliance access (M1305, M1401)
r 44rAppliance installation (M1307)
Heating and cooling equipment; heating
and cooling load calculations (Chapter 14)
Exhaust systems (Chapter 15)
_-CA,111 Duct systems (Chapter 16)
�✓ f ;l Combustion air (Chapter 17)
'I'I Application (G2401.1)
General regulations (G2404)
Appliance location (G2406)
Air requirements (G2407)
Installation (G2408)
Chimney and vent location and terminations
(Chapter 10 and Chapter 18)
Special fuel -burning equipment (Chapter 19)
Boilers/water heaters (Chapter 20)
/vf14
Hydronic piping (Chapter21)
Special piping and storage systems
(Chapter 22)
Solar systems (Chapter 23)
IV 6A
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)
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FUEL GAS (cont'd)
Piping installation (G2415 and G2419) Venting (G2426 - G2429)
P' m support (G2418 and G2424) Misc appliances (G2423, G2425, G2430 -
G2453)
V Ives, controls, connections (G2420, G2421
and G2422)
PLUMBING (Chapters 25-33)
"(1/-t Water service location and depth (P2603,
P2604)
Sanitary and storm sewer location and depth
(P2603, P2604)
Piping support (Table P2605.1)
Listed plastic materials (P2608)
I
lPlumbing fixtures (Chapter 27)
All Water heater size and location (Chapter 28)
✓(III Water supply and distribution system design
i
and calculations (Chapter 29)
G✓ �, Dwelling unit fire sprinkler systems (P2904)
r
NFPA 13D system (P2904.1)
Temperature rating
(P2904.2.1, P2904.2.2)
Freezing protection
(P2904.2.3)
Sprinkler coverage
(P2904.2.4)
Piping materials (P2904.3)
)w 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)
�✓/A
Storm drainage (Chapter 33)
-Penetrations
of fire -resistance rated assem-
blies (R302.4, R302.5)
ELECTRICAL (Chapters 34-43)
A �II
Penetrations of fire -resistance rated assem-
blies (E3402.2)
A/S'
i Listed and labeled materials (E3403)
III
Service equipment and location (E3405,
E3601, E3606)
I
11 Service size and load calculations (E3602)
illl
Available fault current (E3606)
III.
_System grounding (E3607)
U!II
Required branch circuits (E3703)
y ;I'il
Feeder requirements and load calculations
j (E3704)
Wiring methods (Chapter 38)
Re wired li htin and rece to
q g g p cle outlets
(E3901, E3903)
Ground -fault and arc -fault circuit -interrupter
protection (E3902)
i W 5
Devices and lighting fixtures (Chapter 40)
ls'r�
Appliance installation (Chapter41)
wrt4'
Swimming pools (Chapter 42)
Class 2 remote -control, signaling and power -lim-
ited circuits (Chapter 43)
MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E)
I
n
Provisions adopted (R102.5) /� Compliance with Appendix E verified
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0
I
RADON CONTROL MEASURES (Appendix F)
Provisions adopted (R102.5) Compliance with Appendix F verified
illl
SWIMMING POOLS, SPAS AND HOT TUBS (Appendix G)
I
Provisions adopted (R102.5) Compliance ith Append' G verified
�I
PATIO COVERS (Appendix H)
Provisions adopted (R10)5) C pliance w' Appendix H verified
I
I I
P IVATE SEWAGE DISPOSAL Appendi 1)
Provisions adopted ( 102 ) Comp ance with Appendix I verified
.II
EXIS G BUILDINGS A D STRU TUR S (APAppendi
Provisions adopt d (R102.5) Compliaerified
II SOUND TRANSMISSION ( pendix K
Provisions a pted (R102.5) Complia ce with pendix K verified
I
HOME DAY CARE—R-3 OCCU ANCY (Appendix'M)
I Provisions adopted (R102.5) Compliance with Appendix M verified
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