HomeMy WebLinkAboutPLAN REVIEW RECORD2009 INTERNATIONAL - - --
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CORRECTION LIST
Code
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DESCRIPTION
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INTERNATIONAL a
COOECOUNCII! ®� ' -w •�� 3 ! �'�
06/10
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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_dwellingseparation-(R3023)----
4�rloor live load (Table R301.5)
Roof live load (Table R301.6)
psf
psf
Ground snow load /N/ psf
Basic wind speed mph
Wind exposure category (R301.2.1.4)
High wind design criteria applicable
(R301.2.1.1)
Seismic design category (SDC)
[Figure R301.2(2)]
SDC C&D provisions (R301.2.2)
ti/A
Weathering
i/
Frost line depth
A11A
Termite area
vl�'
Decay area
N/P
Winter design temperature
Ice barrier underlayment required
Flood hazards
f
FIRE-RESISTANT CONSTRUCTION (R302)
Exterior walls (R302.1, Table R302.1)
�- A Townhouse separation (R302.2)
.,&f-0-_Continuity and structural
independence (R302.2.1,
R302.2.4)
ti�Parapets and construction
(R302.2.2, R302.2.3)
ROOM PLANNING REQUIREMENTS (R303 through R305)
Dwelling unit penetrations (R302.4)
Dwelling/garage opening/penetration protec-
tion (R302.5)
Dwelling/garage fire separation (R302.6)
Under -stair protection (R302.7)
Wall and ceiling finishes (R302.9)
Flame spread index (R302.9.1)
4:/Smoke-developed index
02.9.2)
Testing (R302.9.3, R302.9.4)
Insulatoq (Fj$02.10)
(� Flame spread/smoke-developed
/ (R302.10.1, R302.10.2)
y Cellulose loose -fill and exposed
c Insulation (R302. f0.3,
R302.10.4)
Testing (R302.10.5)
) rf> Fireblocking (R302.11)
Draftstopping (R302.12)
% N40 Combustible insulation clearance (R302.13)
Use
Area
ft2
Width
Average
ceilin t
Minimum
ceilin t
Natural*
light
Natural ventilation*
Living
120
T-0"
7'-0"
5'-0"
8% floor area
4% floor area
Dining
70
7'-0"
T-0"
5'-0"
8% floor area
4% floor area
Kitchen
N.A.
N.A.
7'-0"
51—W
8% floor area
4% floor area
Bedroom
70
7'-0"
T-0"
5'-0"
8% floor area
4% floor area
Bathroom
N.A.
N.A
7'-0"
51- 0"
3 square feet
1112 square feet
• See Section 303.1 & R303.3 for mechanical ventilation and artificial light
t 6'-8min. - plumbing fixtures and for non -habitable basements.
Required heating (R303.8) GLAZING (R308)
SANITAT N (R306 and R307)
�ater closet
Lavatory
Tub or shower
itchen area with sink
Sanitary sewer (Chapter30)
(/1 Private disposal (Appendix 1)
1 -V
Identification (R308.1)
�iA
Louvered windows or jalousies (R308.2)
Anf A
Human impact loads/hazardous locations
(R308.3, R308.4)
N %
Skylights and sloped glazing (R308.6)
-3-
BUILDING PLANNING (cont'd.)
GARAG 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
(R310)
Wh
ere required (R310.1)
Areas, height, width, operations (R310.1.1 -
R310.1.4)
1"t"A
Window wells (R310.2)
Y (A
Bars, grilles, covers and screens (R310.4)
ti7i
Under decks and porches (R310.5)
MEAN
F EGRESS (R311)
General (R311.1)
�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)
A�.,,n_
Stairway width, headroom, walkline (R311.7.1
- R311.7.3)
`y l/a
Stairway treads, risers profiles (R311.7.4 -
R311.7.4.3)
Stairway landings and walking surfaces
(R311.7.5, R311.7.6)
W t'/.Y
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)
r'64
Special stairways (R311.7.9)
P" 'S
Ramp slope, landings, handrails (R311.8)
GUARDS(R312)
Required for open -sided surfaces, stairs,
ramps and landings > 30" above
floor/grade (R312.1)
Oeight - 36" (R312.2)
pening limitations (R312.3)
AUTOMATIC-FI RE -SPRINKLER -SYSTEMS (R313)---
Townhouses (R313.1)
One- and two-family dwellings (R313.2)
SMOKES ALARMS (R314)
ham/ eferenced standards (R314.1, R314.2)
ocation and interconnection (R314.3)
Power source (R314.4)
CARBON MONOXIDE ALARMS (R315)
_New construction (R315.1)
Existing construction (R315.2)
/Al51' 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
(R31 7 R318)
r/ Protection required (Table R301.2(1), R317.1,
R318.1)
1 yf" Quality mark (R317.2 and R318.1.1)
SITE ADDRESS (R319)
f & 6 /' Address numbers (R319.1)
ACCESS LITY (R320)
Type B dwelling units applicable (R320.1)
ELEVATORS/PLATFORM LIFTS (R321)
[i✓ (� Referenced standards (R321.1 - R321.3)
FLOOD- ISTANT CONSTRUCTION (R322)
General (R322.1)
Hazard area and requirements (R301.2.4,
R309.3, R322.2, R322.3)
N �A Design professional (R322.3.6)
STORM SHELTERS (R323)
General and referenced standard (R323.1)
Le
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)
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
J R403.1.4.2)
E✓ `� Sill plate bolting in concrete/masonry = Y2" di-
ameter bolts, within 12" but not less than 7
bolt diameters from corner, 7" embedment
(R403.1.6)
if AlSl Footings adjacent to slopes (R403.1.7)
F/ ( Frost protected shallow foundations (R403.3)
Footings for precast concrete foundation
(R403.4)
FOUNDATION WALLS (R404 - R406)
iv A
Masonry foundation walls (R404.1.1)
N !A
Wall height, unbalanced backfill, nominal
thickness (Tables R404.1.1(1) -
R404.1.1(4), R404.1.5.1]
N g
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 [fables R404.1.2(2) -
R404.1.2(8), R404.1.5.21
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)
/5SDC 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)
COLUMNS (R407)
Protection from decay or corrosion (R407.1
and R4074
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 wmT14 nF rnhIrRFTF_ PRECAST OR MASONRY FOOTINGS finches)'
LOAD -BEARING VALUE OF SOIL s
1,500 2,000 3,000 >_4000
Conventional [inht—lrame construction
1-sto
12
12
12
12
2-sto
15
12
12
12
3-story23
17
12
12
4-Inch brick veneer over light frame or 8-Inch hallow
eoncreta mason
1-sto
12
12
12
12
2-story
21
16
12
12
3-story
32
24
16
12
8-inch solid or fully groutsd mason
1-sto
16
12
12
12
2-story
29
21
14
12
3-story
42
32
21
16
For 51: 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-
FOUNDATIONS (cont'd.)
UNDER -FLOOR SPACE (R408) Removal of debris (R408.5)__
Ventilation (R408.1 and R408.2) Finished grade (R408.6)
C4"Access
Unvented crawl space (R408.3) Flood resistance (R408.7)
(R408.4)
FLOORS (Chapter 5)
WOOD JOISTS AND GIRDERS (R502)
Species and grade (R502.1)
Joists — Sleeping areas, LC = 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)]
Girder spans and header spans for exterior
bearing walls [fable R502.5(i)]
Girder spans and header spans for interior
bearing walls [Table R502.5(2)]
Joists under bearing partitions (R502.4)
PARTICLEBOARD UNDERLAYMENT (R503.3)
Grade (R503.3.1)
Thickness (R503.3.2)
k6l4Installation (Table R602.3(1)]
TREATED -WOOD FLOORS (ON GROUND) (R504)
Base course: 4" thick with maximum 1/4"
gravel or 11z' 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 41 Cold -formed steel; applicability limits; in -line
masonry or concrete) and lapped joists (3' `////J� framing (R505.1)
(R502.6, R502.6.1) Structural framing (R505.2)
Lateral restraint and bridging (R502.7, Material (R505.2.1)
R502.7.1)
Identification (R505.2.2)
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)
Grade (R503.2.1)
P70-
Thickness (R503.2.1)
Allowable spans (Tables R503.2.1.1(1) and
R503.2.1.1(2)]
Installation [Table 602.3(1)]
Corrosion protection (R505.2.3)
A / ` Fastening (R505.2.4)
Floor construction (R505.3)
CONCRF,FE FLOORS (ON GROUND) (R506)
d Thickness: 31/2" minimum; Concrete strength
(R506.1)
Support: prepared subgrade; maximum earth
fill = 8"; maximum sand or gravel fill = 24"
(R506.2. 1)
tease course: 4" graded with 2" maximum
/ aggregate (R506.2.2)
(// apor retarder (R506.2.3)
Reinforcement support (R506.2.4)
19
WALL CONSTRUCTION (Chapter 6)
V 'esign (R601.2)
Component and cladding wind loads
[Table R301.2(2)]
Vapor retarders (R601.3)
WOOD CONSTRUCTION (R602)
f ih Construction (Figures R602.3(1) and
R602.3(2)]
A/ 1A Stud grade (R602.2)
w rA Exterior walls (R602.3)
LIP- Stud spacing [R602.3.1, Table R602.3(5)]
r1p. Interior load -bearing walls (R602.4)
� N
Identification (R603.2.2)
Corrosion protection (R603.2.3)
1-4
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)
Wood structural panels (R604)
Particleboard (R605)
MACONSTRUCTION (R606 - R610)
] N 5 � Interior nonbearing walls: 2" x 3" at 24" o.c.
or 2" x 4" flat at 16" o.c. (R602.5) General design (R606)
I NiP Drilling and notching —studs (R602.6)
rN f P Drilling and notching —top plate (R602.6.1)
ti P Headers [fables R502.5(1), R502.5(2),
R602.7.2 and Figure R602.7.21
IV JP Fireblocking (R602.8, R302.11)
/ N i P Cripple walls (R602.9)
all 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)]
,Br,acing 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)
B cing 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)
General (R603.1)
Structural framing (R603.2)
IL M SDC C and D (R606.12)
L Unit masonry (R607)
Multiple wythe masonry (R608)
C/ Grouted masonry (R609)
% Glass unit masonry (R610)
EXTERIOR CONCRETE WALL
CONSTRUCTION (R611)
Applicability (R611.2)
Concrete wall systems (R611.3)
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)
Materials (R613.3)
Wall panels, construction details (R613.4 -
R613.10)
-7-
WALL COVERING (Chapter 7)
_INTERIOR_ WALL-COVERING-(R7-02) —� Wood shakes and shmgles7R7035J
N rA Plaster material (R702.2) Exterior plaster (R703.6)
jJ A —Plaster support (R702.2.3)
vor
EXTERIOR WALL COVERING (R703)
1� it Water -resistive barrier (R703.2)
AW Wood siding (R703.3)
Attachment and minimum thickness
(Table R703.4)
Gypsum board material (R702.3.1)
GENERAL (R801)
v/ Design (R801.2 and R801.3)
Component and cladding wind loads [Table
R301.2(2)]
ROOF FRAMING (R802)
% _ 0- Stone & masonry veneer (R703.7 & Figure
R703.7); Steel angle lintels-4" minimum
/ bearing each end (R703.7.3)
6"fli Veneer ties: #9 U.S. gage wire or #22 U.S.
gage by 7/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)
rrA Flashing (R703.7.5 and R703.8)
N IA Exterior insulation and finish systems (R703.9)
�� A Fiber cement siding (R703. 10)
� R Vinyl siding (R703.11)
ROOF -CEILING CONSTRUCTION (Chapter 8)
p� (A Fire -retardant -treated wood (R802.1.3)
l✓ iJ9 Framing details (R802.3)
N �f' Rafter tie (R802.3.1)
A/ / Collar ties W o.c., in upper third of attic)
L (R802.3.1)
f Purlins (2" x 4" at 4' o.c. minimum)
(Figure R802.5.1, R802.5.1)
/rvr-5-F Bearing (R802.6)
N�Cutting and notching (R802.7)
vv Engineered wood products (R802.7.2)
/A,iP Lateral support and bridging (R802.8)
hl P F g of openings (R802.9)
ood trusses (R802.10)
Roof tie -down (R802.11)
CEILING JOISTS [Tables R802.4(1), R802.4(2)]
Without attic storage, LL = 10psf
With attic storage LL = 20psf
I Spacing
Species
Ty4� Grade
—'1— Span
Size
RAFTERS [Tables R802.5.1(1) - R802.5.1(8)]
Ground snow load/LL = 20psf
y� Controlling design (LL or snow)
Ceiling not attached/ceiling attached
Spacing
Species
Grade
Span
Size
H,/HR; Adjustment factor
ROOFS THING (R803.2)
rade
Thickness
FRTW allowable stresses/grading
Allowable spans [Table R503.2.1.1(1)]
L� S%
Installation (R803.2.3)
0
ROOF -CEILING CONSTRUCTION (cont'd.)
STEEL ROOF_F_RAMING_(R804)__------/-- Roof constructiorr(R804:3)--
General (R804.1) ` Roof tie -down (R804.3.9)
Structural framing (R804.2)
Material (R804.2.1)
Identification (R804.2.2)
Corrosion protection (R804.2.3)
Fastening (R804.2.4)
ROOF TIIATION (R806)
Ventilation requirements (R806.1- R806.4)
ATZASS (R807)
cess requirements (807.1)
ROOF ASSEMBLIES (Chapter 9)
ROZCSSIFICATION (R902) NFt �Slate and slate -type shingles (R905.6)
of covering materials (R902.1) LA Wood shingles (R905.7)
WEATHER PROTECTION (R903)
I W 5JP Flashing (R903.2)
N (A Coping (R903.3)
Al 1,09, Roof drainage (R903.4)
F---� Hail exposure (R903.5)
MATERIALS (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)
/J (A Wood shakes (R905.8)
/c.j
Built-up roofs (R905.9)
Metal roof panels (R905.10)
/N 04
Modified bitumen roofing (R905.11)
__/V �Thermoset
single -ply roofing (R905.12)
rU(A
Thermoplastic single -ply roofing (R905.13)
ILI(-
Sprayed polyurethane foam roofing (R905.14)
(✓ 14
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)
Construction (Figure R1001.1 and Table
R1001.1)
SDC D reinforcing/anchorage (R1001.3 and
R1001.4)
Firebox walls and dimensions (R1001.5 and
01001.6) Construction (Table R1001.1, R1003.2,
Steel fireplace units (R1001.5.1) 01003.3, and Figure Rf001.1I
Corbeling (R1003.5)
Hearth extension material (R1001.9)
Lintel (noncombustible) (R1001.7)
/j 7� Hearth extension (R1001.10)
//
7Z Fireplace clearance (R1001.11)
Fireblocking (R1001.12)
MASONRY CHIMNEYS (R1003)
CHIMNEYS AND FIREPLACES (cont'd.)
— — Changes -in dimension-(R1003.-6) -- Chimney clearance (R1D03..18) —
Additional load (R1003.8)
Termination (R1003.9)
tr arrestors (R1003.9.1)
thickness; >_ 4" (R1003.10)
FI a linin aterial/i stallation (R1003.11
and R )
ultipl flu s (R1003.13)
Flue rea (appliance) (R1003.14)
Flue area (masonry fireplace) (R1003.1
Inlet (R1003.16)
Cleanout opening (R1003.17)
.Fireblocking (R1003.19)
crickets (R1003.20)
tIREPLACES(R1004)
and la~1004.1)
VNEYS (R1005)
labeled (R1005.1)
Installation (R1005.3 and R1005.4)
EXTERIOR AIR SUPPLY (R1006)
Intake size (R1006.2, R1006.4)
ENERGY EFFICIENCY* (Cha:ilding
11)
mpliance; material and equipment envelope (N1102)
(N1101,2, N1101.3)
Mechanical systems (N1103)
Climate zone (Table N1101.2)
'See energy conservation plan review record
MECHANICAL (Chapters 12-23)
% /U f✓ Appliance labeling (101302, M1303)
vr rNff Appliance access (M1305, M1401)
i/ 3 O/Appliance installation (M1307)
J Heating and cooling equipment; heating
and cooling load calculations (Chapter 14)
Exhaust systems (Chapter 15)
Duct systems (Chapter 16)
t;' Q Combustion air (Chapter 17)
Application (G2401.1)
20General regulations (G2404)
Appliance location (G2406)
Air requirements (G2407)
Installation (G2408)
Chimney and vent location and terminations
(Chapter 10 and Chapter 18)
U ��% pecial fuel -burning equipment (Chapter 19)
oilers/water heaters (Chapter 20)
IVIA
Hydronic piping (Chapter 21)
W 0-
Special piping and storage systems
(Chapter22)
Solar systems (Chapter 23)
Penetrations of fire -resistance rated assem-
blies (R302.4, R3.02.5)
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) jV I m_g (G2426 G242J_
mg support (G2418 and G2424) F i c appliances (G2423, G2425, G2430 -
// G2453)
Valves, controls, connections (G2420, G2421
and G2422)
PLUMBING (Chapters 25-33)
%o,VWater service location and depth (P2603,
P2604)
PvPo Sanitary and storm sewer location and depth
(P2603, P2604)
Piping support (Table P2605.1)
f N SP Listed plastic materials (P2608)
1 r 1 P Plumbing fixtures (Chapter 27)
T� Water heater size and location (Chapter 28)
f -0 Water supply and distribution system design
and calculations (Chapter 29)
Dwelling unit fire sprinkler systems (P2904)
�J_
NFPA 13Dsystem (P2904.1)
/0 mperature rating
///) (P2904.2.1, P2904.2.2)
l� Freezing protection
(P2904.2.3)
Sprinkler coverage
(P2904.2.4)
0Pi 'ng materials (P2904.3)
F rates (P2904.4.1,
P2904.4.2)
i
Water supply capacity
(P2904.5.2)
Pipe sizing (P2904.6)
Drain, waste and vent pipe sizing and riser
diagram (P3004, P3005, Chapter 31)
"A Sumps and ejectors (P3007)
P` 44 Backwater valves (P3008)
/PtI0 Fixture traps (P3201)
Storm drainage (Chapter33)
Penetrations of fire -resistance rated assem-
blies (R302.4, R302.5)
(� ELECTRICAL (Chapters 34-43)
t/ Penetrations of fire -resistance rated assem- Wiring methods (Chapter 38)
blies (E3402.2)
i Required lighting and receptacle outlets
Listed and labeled materials (E3403) / (E3901, E3903)
Service equipment and location (E3405, &" Ground -fault and arc -fault circuit -interrupter
E3601, E3606) protection (E3902)
Service size and load calculations (E3602)
e fault current (E3606)
grounding (E3607)
Required branch circuits (E3703)
Feeder requirements and load calculations
(E3704)
/0 5 Devices and lighting fixtures (Chapter40)
�Nf Appliance installation (Chapter41)
fi✓(/� Swimming pools (Chapter42)
(A— Class 2 remote -control, signaling and power -lim-
ited circuits (Chapter 43)
MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E)
',y 1 'P"rovisions adopted (R102.5) / �� Compliance with Appendix E verified
SEE
RADON CONTROL MEASURES (Appendix F)
provisions-adopted-(R102.5) -- Compliance with Appendix l- 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)J ^ ;' Compliance with Appendix H verified
JATE S WAGE DISP AL (A pendix 1)
Provisions adopted () omplian with Ap ix I verified
EX tdl(R102.5)
G BUILDIN S D STRUCT RE S ppe dix J)
Provisions adopt Co lianc with Appendix J verified
SOUND TRANSMISSION (Appendix K)
Provisions adopfed (R102.5) Compliance with Appendix K verified
HOME DAY CARE—R-3 OCCUPANCY (Appendix M)
Provisions adopted (R102.5) Compliance with Appendix M verified
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