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CORRECTION LIST
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DESCRIPTION
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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)] / V O Two-family dwelling separation (R302.3)
Floor live load (Table R301.5) [/ psf Al 0 Dwelling unit penetrations (R302.4)
Roof live load (Table R301.6)
Ground snow load PLI 1 A
)�168asic wind speed
jltWind exposure category (R301.2.1.4)
High wind design criteria applicable
(R301.2.1.1)
Seismic design category (SDC) NSA
[Figure R301.2(2)]
SDC C&D provisions (R301.2.2) N/A
7'Weathering
Frost line depth N /A
Termite area
Decay area
Winter design temperature ✓
Ice barrier underlayment required
Flood hazards
FIRE-RESISTANT CONSTRUCTION (R302)
;"IA Exterior walls (R302.1, Table R302.1)
144 Townhouse separation (R302.2)
A/ l� ' Continuity and structural
independence (R302.2.1,
R302.2.4)
Al /4 Parapets and construction
(R302.2.2, R302.2.3)
psf
Dwelling/garage opening/penetration protec-
psf / tion (R302.5)
mph /
Dwelling/garage fire separation (R302.6)
*-I? Under -stair protection (R302.7)
0
El
ROOM PLANNING REQUIREMENTS (R303 through R305)
Wall and ceiling finishes (R302.9)
7r Flame spread index (R302.9.1)
Smoke -developed index
(R302.9.2)
Testing (R302.9.3, -R302.9.4)
Insulation (R302.10)
.it Flame spread/smoke-developed
(R302.10.1, R302.10.2)
If Cellulose loose -fill and exposed
atticinsulation (R302.10.3,
R302.10.4)
Testing (R302.10.5)
livV Fireblocking (R302.11)
l A15P Draftstopping (R302.12)
/-S-P Combustible insulation clearance (R302.13)
Use
Area
ftz
Width
Average
ceilin t
Minimum
cellincif
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"
5'4"
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
7'70"
5'-0"
3 square feet
11/2 square feet
See Sections R303.1 & R303.3 for mechanical ventilation and artificial light
t V-8"'min/..at plumbing fixtures and for non -habitable basements.
v Required heating (R303.8)
SANITATION (R306 and R307)
y/ Water closet
,Lavatory
Tub or shower
;7_�Kitchen area with sink
Sanitary sewer (Chapter 30)
h/ 14 Private disposal (Appendix /)
GLAZING (R308)
/ ivJP
Identification (R308.1)
A.,!A
Louvered windows or jalousies (R308.2)
/ hs P
Human impact loads/hazardous locations
(R308.3, R308.4)
N /W
Skylights and sloped glazing (R308.6)
-3-
BUILDING PLANNING (cont'd.)
GARAG S AND CARPORTS (R309)
Floor surface noncombustible; sloped floor
(R309.1)
Carport: open two sides; noncombustible
floors; sloped floor (R309.2)
1 n05P Automatic garage door opener (R309.4)
EMERGENCY ESCAPE AND RESCUE OPENINGS
(R3
,here required (R310.1)
Areas, height, width, operations (R310.1.1 -
R310.1.4)
N
Window wells (R310.2)
Bars, grilles, covers and screens (R310.4)
N �Q
Under decks and porches (R310.5)
MEANS OF
EGRESS (R311)
V/j-
General (R311.1)
c/
Egress door (R311.2)
Landings at exterior doors (R311.3 -
R311.3.3)
Vertical egress (R311.4)
Construction and attachment (R311.5)
Ll
Hallways (R311.6)
f/
Stairway width, headroom, walkline (R311.7.1
- /
- R311.7.3)
Stairway treads, risers profiles (R311.7.4 -
/ R311.7.4.3)
v
'
Stairway landings.and walking surfaces
/ (R311.7.5, R311.7.6)
v Handrails required (R311.7.7)
andrail height, continuity, grip -size
(R311.7.7.1- R311.7.7.3)
Stairway illumination (R303.6, R311.7.8)
Special stairways (R311.7.9)
N /V
Ramp slope, landings, handrails (R311.8)
GUARDS 312)
Required for open -sided surfaces, stairs,
ramps and landings > 30" above
floor/grade (R312.1)
/ Height - 36" (R312.2)
(/ Opening limitations (R312.3)
AUTOMATIC FIRE SPRINKLER SYSTEMS (R313)
Townhouses (R313.1)
r 14 One- and two-family dwellings (R313.2)
SMOKE ALARMS (R314)
NS? eferenced standards' (R314.1, R314.2)
Location and interconnection (R314.3)
Power source (R314.4)
CAR�BONN ONOXIDE ALARMS (R315)
;/ New construction (R315.1)
N 14 Existing construction (R315.2)
/ AS f Referenced standard (R315.3)
FOAM PLASTIC (R302.8, R316)
/tiJIP Labeling (R316.2)
� Surface burning, thermal barrier, specific
approval (R316.3 - R316.7)
DECAY AND TERMITE PROTECTION
(R317 d R318)
Protection required (Table R301.2(1), R317.1,
R318.1)
/ tiff Quality mark (R317.2 and R318.1.1)
SITE ADDRESS (R319)
1 a-ff Address numbers (R319.1)
ACCESSIBILITY (R320)
VSIType B dwelling units applicable (R320.1)
ELEVATORS/PLATFORM LIFTS (R321)
,
JK / A'f t 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)
A/!11 General and referenced standard (R323.1)
-4-
l
FOUNDATIONS (Chapter 4)
MATERIALS (R402)
Wood foundations (R402.1)
Concrete, compressive strength (R402.2)
FOOTINGS (R403)
(/
Soil bearing value (R401.4, R403.1)
Footing width (see page 5)
Footing edge thickness = 6" minimum; footing
projection = 2" minimum, but <_ footing
thickness (R403.1.1)
N �4
Footings in SDC C or D (R403.1.2, R403.1.3
/
and R403.1.6.1)
V/
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)
Sill plate bolting in concrete/masonry ='/Z" di-
ameter bolts, within 12" but not less than 7
bolt diameters from corner, 7" embedment
(R403.1.6) .
Footings adjacent to slopes (R403.1.7)
/V
Frost protected shallow foundations (R403.3)
Footings for precast concrete foundation
(R403.4)
FOUNDATION 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]
'Ir Reinforcement size and spacing
[Tables 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, R4.04.1.2.3.7]
Stay -in -place forms (R404.1.2.3.6.1)
N(A SDC C and D provisions (R404.1.2.4,
R404.1.4)
&/ Height above finished grade (R404.1.6)
1v (/F
Sill plate size (R404.3)
Al (e
Precast concrete foundation walls (R404.5)
r A
Drains required if habitable or usable spaces
/
v
are below grade* (R405)
Soil class (Table R405.1)
Al09 -Dampproofing
if basements are below grade*
(R406.1)
/" (4 Waterproofing if high water table* (R406.2)
* If uninhabitable, see Under -Floor Space (R408)
COLUMNS (R407)
/L(P . Protection from decay or corrosion (R407.1
and R407.2)
0 Structural requirements (R407.3)
l 4 Anchorage (R407.3)
Wood columns (minimum 4" square) (R407.3)
10 Steel columns minimum 3" diameter, Sched-
ule 40 pipe) 007.3)
TABLE R403.1
■i�.n��� u■ unn ru nr rAhIroCTC GOFrACT no MACrimpy Fr1nTlhMq finnhecla"
LOAD -BEARING VALUE OF SOIL sf
1,500 2,000 3,000 > 4,000
Conventional li ht—frame construction
1-sto
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-story
16
12
12
12
2-story
29
21
14
12
3-story
42
32
21
16
For sl: 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)
Ventilation (R408.1 and R408.2)
Unvented crawl space (R408.3)
Access (R408.4) .
WOOD JOISTS AND GIRDERS (R502)
FOUNDATIONS (cont'd.)
ti to Removal of debris (R408.5)
Finished grade (R408.6)
Flood resistance (R408.7)
FLOORS (Chapter 5)
Species and grade (R502.1)
:,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
R502.3.3(2)]
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)]
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)
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)
LUMBER FLOOR SHEATHING (R503.1)
Allowable span (Table R503.1)
End joints (R503.1.1)
WOOD STRUCTURAL PANEL SHEATHING (R503.2)
V Grade (R503.2.1)
Thickness (R503.2.1)
Allowable spans [Tables R503.2.1.1(1) and
R503:2.1.1(2)]
Ns Installation [Table 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 114'
gravel or'/Z" crushed stone (R504.2.1)
[A/ 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)
/A�Identification (R505.2.2)
Corrosion protection (R505.2.3)
Fastening (R505.2.4)
Floor construction (R505.3)
CO�NCfjETE FLOORS (ON GROUND) (R506)
�A Thickness: 31/2" minimum; Concrete strength
(R506.1)
Support: prepared subgrade; maximum earth
fill = 8"; maximum sand or gravel fill = 24"
' / (R506.2.1)
C/ Base course: 4" graded with 2" maximum
/ aggregate (R506.2.2)
Vapor retarder (R506.2.3)
Reinforcement support (R506.2.4)
WALL CONSTRUCTION (Chapter 6)
GENE L (R601) Material (R603.2.1)
Design (R601.2) Identification (R603.2.2)
Component and cladding wind loads Corrosion protection (R603.2.3)
[Table R301.2(2)]
N (� Fastening (R603.2.4)
Vapor retarders (R601.3)
Wall construction (R603.3 - R603.5)
WOOD CONSTRUCTION (R602) Headers (R603.6)
Al iA Construction [Figures R602.3(1) and
R602.3(2)]
lA
Stud grade (R602.2)
/V
Exterior walls (R602.3)
Al <%
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)
> N�
Drilling and notching — studs (R602.6)
J� f
Drilling and notching — top plate (R602.6.1)
/r 5
Headers [Tables R502.5(1), R502.5(2),
R602.7.2 and Figure R602.7.2]
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)]
'' 'Q Bracing based on SDC [Table R602.10.1.2(2)]
Al 44 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)
�r Wall bracing for stone and masonry veneer
(R602.12)
STEEL WALL FRAMING (R603)
General (R603.1)
Structural framing (R603.2)
Studs, tracks and structural sheathing
(R603.7 - R603.9)
SHEATHING (R604 and R605)
Wood structural panels (R604)
Particleboard (R605)
MASONRY CONSTRUCTION (R606 - R610)
r�
General design (R606)
A./ L4
SDC C and D (R606.12)
/-
J
Unit masonry (R607)
�Q
Multiple wythe masonry (R608)
c*'�
Grouted masonry (R609)
N (-47
Glass unit masonry (R610)
EXTERIOR CONCRETE WALL
CONSTRUCTION (R611)
Applicability (R611.2)
Concrete wall systems (R611.3)
IT— Stay -in -place forms (R611.4)
Materials, construction details
(R611.5 - R611.10)
EXTERIOR WINDOWS & DOORS (R612)
Nft 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) / Wood shakes and shingles (R703.5)
f-4 Plaster material (R702.2) Exterior plaster (R703.6)
Plaster support (R702.2.3) ry Stone & masonry veneer (R703.7 & Figure
Gypsum board material (R702.3.1) R703.7); Steel angle lintels-4" minimum
bearing each end (R703.7.3)
Xd A Gypsum board support, application and
fastening (R702.3.2 - R702.3.8)
Ceramic tile (R702.4)
N 6 Other finishes (R702.5 and R702.6)
EXTERIOR WALL COVERING (R703)
Water -resistive barrier (R703.2)
# Wood siding (R703.3)
Attachment and minimum thickness
(Table R703.4)
Al 0 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)
S f Flashing (R703.7.5 and R703.8)
IVIA_ Exterior insulation and finish systems (R703.9)
N(A Fiber cement siding (R703.10)
A/ te Vinyl siding (R703.11)
ROOF -CEILING CONSTRUCTION (Chapter 8)
GENERAL (R801)
�// Design (R801.2 and R801.3)
r/ Component and cladding wind loads [Table
R301.2(2)]
ROOF FRAMING (R802)
1y 1 /I Fire -retardant -treated wood (R802.1.3)
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)
NSA Bearing (R802.6)
Cutting and notching (R802.7)
Engineered wood products (R802.7.2)
/A-TP Lateral support and bridging (R802.8)
Framing of openings (R802.9)
Wood trusses (R802.10)
Roof tie -down (R802.11)
CEILINGji)OISTS [Tables R802.4(1), R802.4(2)1'
attic storage, LL = 10psf
;With attic storage LL = 20psf
Spacing
Species
Grade
Span
Size
RAFTERS [Tables R802.5.1(1) - R802.5.1(8)J
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
N '4' RTW allowable stresses/grading
' AAllowable spans'[Table R503.2.1.1(1)]
A-1 P 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 A ESS (R807)
Corrosion protection (R804.2.3) ATTIC
requirements (807.1)'
Fastening (R804.2.4)
ROOF ASSEMBLIES (Chapter 9)
ROOF C SSIFICATION (R902)
Roof covering materials (R902.1)
WEATHER PROTECTION (R903)
9
Flashing (R903.2)
r�
Coping (R903.3)
N Ix
Roof drainage (R903.4)
Al to
Hail exposure (R903.5)
MATERj�cL.S (R904)
Compatibility; specifications; physical
characteristics; identification (R904.2 -
R904.4)
REQUIREMENTS FOR ROOF COVERINGS (R905)
Asphalt shingles (R905.2)
Clay and concrete tile (R905.3)
Metal roof shingles (R905.4)
Mineral -surfaced roll roofing (R905.5)
MM Slate and slate -type shingles (R905.6)
10vbf Wood shingles (R905.7)
(A Wood shakes (R905.8)
w`4 Built-up roofs (R905.9)
Metal roof panels (R905.10)
/V/,* Modified bitumen roofing (R905.11)
o"/A Thermoset single -ply roofing (R905.12)
Thermoplastic single -ply roofing (R905.13)
w r� Sprayed polyurethane foam roofing (R905.14)
"r. Liquid -applied coatings (R905.15)
ROOF INSULATION (R906)
General (R906.1)
REROOFING (R907)
Materials and methods (R907.1)
Structural support (R907.2)
Recover vs replace (R907.3)
CHIMNEYS AND FIREPLACES (Chapter 10)
MASONRY FIREPLACES (R1001)
Cdnstruction (Figure R1001.1 and Table
R 1001.1)
SDC D reinforcing/anchorage (R1001.3 and'
R1001.4)
Firebox walls and'dimensions (R1001.5 and
R1001.6)
Steel fireplace units (R1001.5.1)
Lintel (noncombustible) (R1001.7)
Hearth extension material (R1001.9)
Hearth extension (R1001.10)
Fireplace clearance (R1001.11)
Fireblocking (R1001.12)
MASONRY CHIMNEYS (R1003)
Construction (Table R1001.1, R1003.2,
mr R1003.3, and Figure R1001.1)
Corbeling (R1003.5)
0
CHIMNEYS AND FIREPLACES (cont'd.)
Changes in dimension (R1003.6) Chimney clearance (R1003.18)
Additional load (R1003.8).Fireblocking (R1003.19)
Termination (R1003.9) Chimney crickets (R1003.20)
Spark arrestors (R1003.9.1)
Wall'thickness; >_ 4" (R1003.10)
Flue lining - material/installation (R1003.11
and R1003.12)
Multiple flues (R1003.13)
Flue area (appliance) (R1003.14)
Flue area (masonry fireplace) (R1003.15)
Inlet (R1003.16)
Cleanout opening (R1003.17)
FACTORY -BUILT FIREPLACES (R1004)
K Listed and labeled (R1004.1)
"y-jo Installation (R1004.2)
FACTORY -BUILT CHIMNEYS (R1005)
Listed and labeled (R1005.1)
Installation (R1005.3 and R1005.4)
EXTERIOR AIR SUPPLY (R1006)
/
/� (A. Intake size (R1006.2, 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
bMechanical
Building envelope (N1102)
systems (N1103)
MECHANICAL (Chapters 12-23)
/NsP Appliance labeling (M1302, M1303)
/^'Sf Appliance access (M1305, M1401)
✓^Ism -Appliance installation (M1307)
Heating and cooling equipment; heating
I f and cooling load calculations (Chapter 14)
r/ Exhaust systems (Chapter 15)
Duct systems (Chapter 16)
Combustion air (Chapter 17)
v Application (G2401.1)
General regulations (G2404)
V�Air
ppliance location (G2406)
requirements (G2407)
f rSP Installation (G2408)
N f� . 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)
N fri/i
Special piping and storage systems
(Chapter 22)
AIM
Solar systems (Chapter 23)
Al (4-
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-
FUEL GAS (cont'd)
ii-15/ Piping installation (G2415 and G2419)
1 rv5/ Piping support (G2418 and G2424)
Valves, controls, connections (G2420, G2421
and G2422)
ti! SP Venting (G2426 -. G2429)
/S5f' Misc appliances (G2423, G2425, G2430 -
G2453)
PLUMBING (Chapters 25-33)
1 4,.p Water service location and depth (P2603,
P2604)
Sanitary and storm sewer location and depth
(P2603, P2604)
Piping support (Table P2605.1)
f f
Listed plastic materials (P2608)
/ Ns /
Plumbing fixtures (Chapter 27)
(O/
Water heater size and location (Chapter 28)
Al /A
Water supply and distribution system design
and calculations (Chapter 29)
IV%
Dwelling unit fire sprinkler systems (P2904)
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)
Flow rates (P2904.4.1,
P2904.4.2)
Water supply capacity
(P2904.5.2)
Pipe sizing (P2904.6)
---�— "rain, waste and vent pipe sizing and riser
diagram (P3004, P3005, Chapter 31)
Sumps and ejectors (P3007)
/I/ 1A Backwater valves (P3008)
.yS' Fixture traps (P3201)
�✓ Storm drainage (Chapter 33)
�✓ �}- Penetrations of fire -resistance rated assem-
blies (R302.4, R302.5)
ELECTRICAL (Chapters 34-43)
/V 09 Penetrations of fire -resistance rated assem-
blies (E3402.2)
�r- 1 Listed and labeled materials (E3403)
Service equipment and location (E3405,
-/E3601, E3606)
,/Service size and load calculations (E3602)
Available fault current (E3606)
:?�System grounding (E3607)
Required branch circuits (E3703)
Feeder requirements and load calculations
(E3704)
_� Wiring methods (Chapter 38)
Required lighting and receptacle outlets
(E3901, E3903)
Ground -fault and arc -fault circuit -interrupter
protection (E3902)
NS Devices and lighting fixtures (Chapter 40)
Appliance installation (Chapter41)
Swimming pools (Chapter 42)
/-' (A- Class 2 remote -control, signaling and power -lim-
ited circuits (Chapter 43)
MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E)
�(2 Provisions adopted (R102.5)
/��Compliance with Appendix E verified
-11-
z
i
i
f
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 (Appendirmpll�ce
Provisions adopted ( 102.5) li th Appendix H verified
i
I
PRIVATE SEWAGE DISPOSAL {Appe1r,
dix 1)
Provisions adop d (R102.5) Comprace with App radix I verified
XISTING BUILDINGS AND STRUCTURES pendix J)
Provisions adopted (R102.5) �/ Co , liance with AppeI ndix J verified
! i �ix
SOUND TRANS ISSION (Appe K)
Provisions adopted (R102.5) Compliance with Appendix K verified
HOME DAY CAR / R-3 OCCUPANCY (Appendix M)
Provisions adopted (R102.5) Compliance with Appendix M verified
-12-
Email - 4804 Watersong Page 1 of 1
I
william mccomb <whmccomb@gmail.com>
4804 Watersong
1 message
Joyce Easterday <jasterday@fpua.com> Mon, Jun 24, 2013 at 8:29 AM
To: "WHMCCOMB@GMAIL.COM" <WHMCCOMB@gmail.com>
Audrey Humphrey,
Four Building permit 1301-0228, Fort Pierce Utilities is the provider for electric and water.
Joyce E Easterday
KgyAccounts Specialist
'Fort (Pierce 4JtiCtiesAutfiority
(772) 466-1600 ext 3011
fad 467-311S
jeaslerdayOafpua. cony
Please note: Florida has a very broad public records law. Most written communications to or from Fort Pierce Utilities Authority employees
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