HomeMy WebLinkAboutCORRECTION LISTI
2015.INTERNATIONAL
Plan Review # 1808-0634
RESIDENTIAL CODE® 1, �� ctmml' Date:, 1 0/23118 ,
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FOR ONE. AND TWO-FAMILY DWELLINGS' Valuation:' "
' PLAN REVIEW RECORD Fee
RISDICTIONST LUCIE'CO
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CORRECTIONS LIST
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CORRECTION LIST (cont'd.)
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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)
DEE
CRITERIA [Table R301.2(1)] Parapets and construction
IIIGN
live load (Table R301.5) psf (R302.2.2, R302.2.3)
lFloor
(Roof live load (Table R301.6) psf Two-family dwelling separation (R302.3)
Dwelling unit penetrations (R302.4)
round snow load psf
Atimate design wind speed 170 mph Dwelling/garage opening/penetration protec-
tion (R302.5)
ind exposure category (R301.2. i.4) 11 C
Dwelling/garage fire separation (R302.6)
igh wind design criteria applicable Under -stair protection (R302.7)
(R301.2.1.1)
eismic design category (SDC) Wall and ceiling finishes (R302.9)
I
[Figure R301.2(2)] Flame spread index (R302.9.1)
DC C&D provisions (R301.2.2)
Smoke -developed index (R302.9.2)
eathering
rost line depth Testing (R302.9.3, R302.9.4)
i
rmite area Insulation (R302.10)
ecay area Flame spread/smoke-developed
linter
design temperature (R302.10.1, R302.10.2)
e barrier underlayment required Cellulose loose -fill and exposed attic
I
lood hazards insulation (R302.10.3, R302.10.4)
i
FIR
-RESISTANT CONSTRUCTION (R302) Testing (R302.10.5)
11 Exterior walls Fireblocking (R302.11)
(R302.1, Tables R302.1(1) and R302.1(2)] Draftstopping (R302.12)
Townhouse separation (R302.2) Fire protection of floors (R302.13)
Continuity and structural independence Combustible insulation clearance (R302.14)
(R302.2.1, R302.2.4)
PLANNING REQUIREMENTS (R303 throuah R305)
Use
Area (ft2)
Width
Ceiling height'
Natural light`
Natural ventilation"
Living
70
T-0"
T-0"
8% floor area
4% floor area
Dining
70
7'-0"
T-0"
8% floor area
4% floor area
Kitchen
N.A.
N.A.
T-0"
8% floor area
4% floor area
Bedroom
70
7'-0"
7'-0"
8% floor area
4% floor area
athroom
N.A.
N.A
6'-8"
3 square feet
1 V2 square feet
` See ISections R303.1 & R303.3 for mechanical ventilation and artificial light and R303.4 for required whole -house mechanical ventilation.
t 6(�8" min. at plumbing fixtures and for non -habitable basements.
Required heating (R303.9)
J (R306 and R307)
Water closet
Lavatory
Tub or shower
Kitchen area with sink
Sanitary sewer (Chapter 30)
Private disposal (Appendix /)
GLAZING (R308)
Identification (R308.1)
Louvered windows or jalousies (R308.2)
Human impact loads/hazardous locations
(R308.3, R308.4)
Skylights and sloped glazing (R308.6)
-3-
BUILDING PLANNING (cont'd.)
GARAGES AND CARPORTS (R309)
x Floor surface noncombustible; sloped floor
(R309.1)
Carport: open two sides; noncombustible
floors; sloped floor (R309.2)
Automatic garage door opener (R309.4)
Fire sprinklers (R309.5)
EMERGENCY ESCAPE AND RESCUE OPENINGS
(11310)
X Where required (R310.1)
N Areas, height, width, operations (R310)
Window wells (R310.2.3)
Under decks and porches (R310.2.4)
Bars, grilles, covers and screens (R310.4)
MEANS OF EGRESS (R311)
General (R311.1)
X Egress door (R311.2)
X Landings at exterior doors
(R311.3 - R311.3.3)
Vertical egress (R311.4)
Construction and attachment (R311.5)
X Hallways (R311.6)
N Stairway width, headroom, vertical rise, walk -
line (R311.7.1 - R311.7.4)
X Stairway treads, risers profiles
(R311.7.5 - R311.7.5.4)
N Stairway landings and walking surfaces
(R311.7 6, R311.7.7)
N Handrails required (R311.78)
N Handrail height, continuity, grip -size
(R311.78.1 - R311.7.8.4)
Stairway illumination (R303.7, R311.7.9)
Special stairways (R311.710)
Ramp slope, landings, handrails (R311.8)
GUARDS AND WINDOW PROTECTION (R312)
N Required for open -sided surfaces, stairs,
ramps and landings > 30" above floor/
grade (R312.1.1)
N ' Height - 36" (R312.1.2)
N Opening limitations (R312.1.3)
N Window fall protection (R312.2)
AUTOMATIC FIRE SPRINKLER SYSTEMS (R313) II
Townhouses (R313.1)
One- and two-family dwellings (R313.2) !
SMOKE ALARMS (R314)
x 1 missing Referenced standards (R314.1)
Location and interconnection
(R314.3, R314.4)
Power source (R314.6)
CARBON MONOXIDE ALARMS (R315)
x1 missing New construction (R315.1, R315.2)
Existing construction (R315.2.2)
Referenced standard (R315.6)
FOAM PLASTIC (R302.8, R316)
Labeling (R316.2)
Surface burning, thermal barrier, specific
approval (13316.3 - R316.8)
DECAY AND TERMITE PROTECTION (R317 and
Protection required
(Table R301.2(1), R317.1, R318.1)
Quality mark (R317.2 and R318.1.1)
SITE ADDRESS (R319)
Address numbers (R319.1)
ACCESSIBILITY (R320)
X Type B dwelling units applicable (R320.1)
ELEVATORS/PLATFORM LIFTS (R321)
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)
General/referenced standard (13323.1)
SOLAR ENERGY SYSTEMS (R324)
System, installation, access
(R324.2 - R324.7)
MEZZANINES (R325)
Area, egress, openness (13325.2 - R325.5)
SWIMMING POOLS, SPAS AND HOT TUBS (R326)
ISPSC (R326.1)
-4-
FOUNDATIONS (Chapter 4)
(R402)
Wood foundations (R402.1)
X Concrete, compressive strength
(R402.2, R402.3)
-INGS (R403)
Soil bearing value (R401.4, R403.1)
X Footing width
(Tables R403.1(1) - R403.1(3)]
Footing edge thickness; footing projection =
2" minimum, but <_ footing thickness
(R403.1.1)
Footings in SDC and D
(R403.1.2 and R403.1.6.1)
X Depth below (outside) grade = 12" minimum;
but below frost line (R403.1.4, R403.1.4.1)
Sill plate bolting in concrete/masonry ='/Z" di-
ameter bolts, within 12" but not less than 7
bolt diameters from ends, 7" embedment
(R403.1.6)
Footings adjacent to slopes (R403.1.7)
Frost -protected shallow foundations (R403.3)
Footings for precast concrete foundations
(R403.4)
DATION/RETAINING WALLS (R404 - R406)
Masonry foundation walls (R404.1.2)
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)]
Concrete foundation walls (R404.1.3)
Wall height, unbalanced backfill, nominal
thickness [Tables R404.1.2(1) -
R404.1.2(8), R404.1.5.2]
Horizontal and vertical reinforcement size and
spacing (Tables R404.1.2(1) -
R404.1.2(8), R404.1.3.2, R404.1.3.3.7]
Stay -in -place forms (R404.1.3.3.6.1)
SDC D provisions (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 R407.2)
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)
UNDER -FLOOR SPACE (R408)
Ventilation (R408.1 and R408.2)
Unvented crawl space (R408.3)
Access (13408.4)
Removal of debris (R408.5)
Finished grade (R408.6)
Flood resistance (R408.7)
-5-
FLOORS (Chapter 5)
WOOD JOISTS AND GIRDERS (R502) TREATED -WOOD FLOORS (ON GROUND) (R504)
Species and grade (13502.1) Base course: 4" thick with maximum s/a'
gravel or'/2" crushed stone (R504.2.1)
Joists —Sleeping areas, LL = 30 psf
[Table R502.3.1(1)] Moisture barrier: placed over base course
(R504.2.2)
Joists—Nonsleeping areas, LL = 40 psf
[Table R502.3.1(2)]
Cantilevered joists
(Tables R502.3.3(1) and R502.3.3(2)]
Girder and header spans
[Tables R602.7(1) - R602.7(3)]
Joists under bearing partitions (R502.4)
Bearing (1.5" minimum on wood or metal; 3"
on masonry or concrete) and lapped joists
(311) (13502.6, R502.6.1)
Lateral restraint and bridging
(R502.7, R502.71)
Drilling and notching (R502.8)
Fastening (R502.9)
Framing of openings (13502.10)
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 (13503.2.1)
Thickness (17503.2.1)
Allowable spans
(Tables R503.2.1.1(1) and R503.2.1.1(2)]
Installation [Table 602.3(1)]
PARTICLEBOARD UNDERLAYMENT (R503.3)
Grade (R503.3.1)
Thickness (R503.3.2)
Installation [Table R602.3(1)]
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)
Corrosion protection (R505.2.2)
Identification (R505.2.4)
Fastening (R505.2.5)
Floor construction (R505.3) I
CONCRETE FLOORS (ON GROUND) (R506) III
X Thickness: 31/2" minimum; Concrete streFilgth
(R506.1)
Support: prepared subgrade; maximum earth
fill = 811; maximum sand or gravel fill 24"
(R506.2.1)
Base course: 4" graded with 2" maximum
aggregate (R506.2.2)
X Vapor retarder (R506.2.3)
X. Reinforcement support (R506.2.4)
EXTERIOR DECKS (R507)
Support, attachment (R5071 - R5072.4)
Plastic composite materials (R507.3)
Decking/deck joists (R507.4, R507.5)
Deck beams (R507.6)
Deck posts, connections, footings
(R507.7.1, R507.8)
-6-
WALL CONSTRUCTION (Chapter 6)
D CONSTRUCTION (R602)
Construction
[Figures R602.3(1) and R602.3(2)]
Stud grade (R602.2)
Design/construction (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 (R602.6)
Drilling and notching —top plate (R602.6.1)
Headers (Tables R602.7(1) - R602.7(3) and
Figure R602.7.2]
Fireblocking (R602.8, R302.11)
Cripple walls (R602.9)
Wall bracing, lines, panels
(R602.10.1, R602.10.2)
Required length of bracing, method
[R602.10.3, .R602.10.4, Tables
R602.10.3(1) and R602.10.3(3)]
Minimum length, connections, support, joints,
cripple walls (R602.10.5 - R602.10.11)
Wall anchorage (SDC C and D) (13602.11)
Simplified wall bracing (R602.12)
STEE WALL FRAMING (R603)
General (R603.1)
Structural framing (R603.2)
Material (R603.2.1)
Corrosion protection (13603.2.2)
Identification (R603.2.4)
Fastening (R603.2.5)
Wall construction (17603.3 - R603.5)
Headers (R603.6)
Studs, tracks and structural sheathing
(R603.7 - R603.9)
SHEATHING (R604 and R605)
Wood structural panels (R604)
Particleboard (R605)
MASONRY CONSTRUCTION (R606 - R610)
X General design (R606)
Seismic requirements (R606.12)
Glass unit masonry (R607)
X Exterior concrete wall construction (R608)
X Exterior windows/doors (R609)
Glass unit masonry (R610)
STRUCTURAL INSULATED PANEL WALL
CONSTRUCTION (R610)
Applicability (R610.2)
Materials (R610.3)
Wall panels, construction details
(R610.4 - R610.10)
-7-
WALL COVERING (Chapter 7)
INTERIOR WALL COVERING (R702)
Plaster material (R702.2)
Plaster support (R702.2.3)
X Gypsum board materials (R702.3.1)
Gypsum board support, application and fas-
tening (R702.3.2 - R702.3.7)
Ceramic tile (R702.4)
Other finishes (R702.5 and R702.6)
Vapor retarders (R702.7)
EXTERIOR WALL COVERING (R703)
Water -resistive barrier (R703.2)
Attachment and minimum thickness
[Table R703.3(1)]
Wood siding (R703.5)
i
I
Wood shakes and-shingles',(R703.6)
Exterior plaster (R703.7)
Stone & masonry veneer (13703.8 & Figure
R703.8); Steel angle lintels-4" minimum
bearing each end (R703.8.3)
Veneer ties: #9 U.S. gage wire or #22 U.S.
gage by'/8" corrugated metal; horizontal
and vertical spacing; 2.67 square feet
maximum area supported (wind > 30 psf
and SDC C or D, maximum area = 2
square feet) (R703.8.4.1)
Flashing (R703.4 and R703.8.5)
Exterior insulation and finish systems
(R703.9)
Fiber cement siding (R703.10)
Vinyl siding (17703.11)
li
Other sidings (R703.12 - R703.17) I j
ROOF -CEILING CONSTRUCTION (Chapter 8)
WOOD ROOF FRAMING (R802)
Fire -retardant -treated wood (R802.1.5)
Framing details (R802.3)
Rafter ties (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)
Bearing (R802.6)
Cutting and notching (R802.7)
Engineered wood products (R802.7.2)
Lateral support and bridging (R802.8)
Framing of openings (R802.9)
X Wood trusses (13802.10)
X Roof tie -down (R802.11)
CEILING JOISTS [Tables R802.4(1), R802.4(2)]
Without attic storage, LL = 10psf
With attic storage LL = 20psf
Spacing
Species and grade
Span
Size
RAFTERS [Tables R802.5.1(1) - R802.5.1(8)]
Ground snow load/LL = 20 psf
Controlling design (LL or snow)
Ceiling not attached/ceiling attached
Spacing
Species and grade
Span
Size
Hc/HR; Adjustment factor
ROOF SHEATHING (R803.2)
X Grade
X Thickness
FRTW allowable stresses/grading
X Allowable spans [Table R503.2.1.1(1)]
X Installation (R803.2.3)
-8-
�!I
ROOF -CEILING CONSTRUCTION (cont'd.)
STE L ROOF FRAMING (R804) Roof construction (R804.3)
General (R804.1) Roof tie -down (R804.3.8)
Structural framing (R804.2) ROOF VENTILATION (R806)
Material (R804.2.1) Ventilation requirements (R806.1 - R806.5)
Corrosion protection (R804.2.2)
Identification (R804.2.3) ATTIC ACCESS (R807)
Access requirements (807.1)
Fastening (R804.2.5)
ROOF ASSEMBLIES (Chapter 9)
ROO CLASSIFICATION (R902)
Roof covering materials (R902.1)
ER PROTECTION (R903)
_Flashing (R903.2)
_Coping (R903.3)
_Roof drainage (R903.4)
IALS (R904)
_Compatibility; specifications; physical charac-
teristics; identification (R904.2 - R904.4)
IREMENTS FOR ROOF COVERINGS (R905)
Underlayment (R905.1.1, R905.1.2)
Asphalt shingles (R905.2)
Clay and concrete tile (R905.3)
Metal roof shingles (R905.4)
Mineral -surfaced roll roofing (R905.5)
Slate 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 roofing (R905.15)
Photovoltaic shingles (R905.16)
ROOF INSULATION (R906)
General (R906.1)
ROOFTOP - MOUNTED PHOTOVOLTAIC SYSTEMS
(R907)
Materials and installation (R907.1 - R907.5)
REROOFING (R908)
X Materials and methods (R908.1)
Structural support (R908.2)
Replacement/re-covering (R908.3, R908.4)
ROOFTOP - MOUNTED PHOTOVOLTAIC
PANEL SYSTEMS (R909)
Materials and installation (R909.1 - R909.3)
CHIMNEYS AND FIREPLACES (Chapter 10)
RY 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 R1001.6)
Steel fireplace units (R1001.5.1)
Lintel (noncombustible) (R1001.7)
Hearth extension (R1001.9, R1001.10)
Fireplace clearance (R1001.11)
Fireblocking (R1001.12)
MASONRY CHIMNEYS (R1003)
Construction (Table R1001.1, R1003.2,
R1003.3, and Figure R1001.1)
Corbeling (R1003.5)
M
i
.PLEASE LOW ON THE SURVEY FLOOD LIP107 FBC 2017 6TH EDITION
PLEASE � OW ON THE SURVEY THE FINISHED FLOOR ELEVATION.
PLEASE OVIDE PER 2017 FBC 107.2.5 SITE PLAN. THE CONSTRUCTION DOCUMENTS SUBMITTED WITH
THE APPL CATION FOR PERMIT SHALL BE ACCOMPANIED BY A SITE PLAN SHOWING TO SCALE THE SIZE
AND LOCATIONA OF NEW CONSTRUCTION AND EXISTING STRUCTURES ON THE SITE, DISTANCES FROM
LOT LINE , THE ESTABLISHED STREET GRADES AND THE PROPOSED FINISHED GRADES AND, AS
APPLICA E, FLOOD HAZARD AREAS, FLOODWAYS, AND DESIGN FLOOD ELEVATIONS; AND IT SHALL BE
DRAWN It, ACCORDANCE WITH AN ACCURATE BOUNDARY LINE SURVEY
PLEASE VISE PRODUCT APPROVAL TO REFLECT THE CURRENT FOR 17234 R1 CHAPTER 1, SECTION
107 SUBS CTION 107.1 OF THE 2017 FLORIDA BUILDING CODE
PLEASE REVISE PRODUCT APPROVAL TO REFLECT THE CURRENT FOR 1354 R1 ON RECORDS COULD BE
FOUND C APTER 1, SECTION 107 SUBSECTION 107.1 OF THE 2014 FLORIDA BUILDING CODE
PLEASE IlEVISE PRODUCT APPROVAL TO REFLECT THE CURRENT FOR 1654 R8 CHAPTER 1, SECTION
107 SUBSECTION 107.1 OF THE 2017 FLORIDA BUILDING CODE
PLEASE F�EVISE PRODUCT APPROVAL TO REFLECT THE CURRENT FOR 10674 R12 CHAPTER 1, SECTION
107 SUBSECTION 107.1 OF THE 2017 FLORIDA BUILDING CODE
PLEASE FIEVISE PRODUCT APPROVAL TO REFLECT THE CURRENT FOR 5259 R26 CHAPTER 1, SECTION
107 SUB ECTION 107.1 OF THE 2017 FLORIDA BUILDING CODE
PLEASE F EVISE PRODUCT APPROVAL TO REFLECT THE CURRENT FOR 16703 R9 NO RECORD CHAPTER
1, SECTIC N 107 SUBSECTION 107.1 OF THE 2017 FLORIDA BUILDING CODE
PLEASE IDD THE TOTAL CUBIC VALUM TO THE AREA SECTION 107 SUBSECTION 107.1 OF THE 2017
FLORIDA BUILDING CODE.
PLEASE ROVIDE DETAIL FOR THE FRONT PORCH ROOF ATTACHMENT TO RESIDENCE. SECTION 107
SUBSEC �ON 107.2.1 OF THE 2017 FLORIDA BUILDING CODE
PLEASE ROVIDE THE SOIL DENSITY PERCENTAGE REQUIRED SECTION 107 SUBSECTION 107.1 OF THE
2017 FLO IDA BUILDING CODE. RESIDENTIAL, 6TH EDITION (2017)
PLEASES HOW COMPLIANCE WITH R302.9 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR
WALL AN CEILING FINISHES FLORIDA BUILDING CODE ❑❑RESIDENTIAL, 6TH EDITION (2017)
PLEASE HOW COMPLIANCE WITH R302.9.2 SMOKE -DEVELOPED INDEX. FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017)
PLEASE HOW COMPLIANCE WITH R302.10 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR
INSULATION. N. FLORIDA BUILDING CODE ❑❑RESIDENTIAL, 6TH EDITION (2017)
PLEASE HOW COMPLIANCE WITH R302.11 FIREBLOCKING. 1, 1.1, 3,4 FLORIDA BUILDING CODE RESIDENTIAL, 6TH EDITION (2017)
PLEASE HOW COMPLIANCE WITH R302.11.1 FIREBLOCKING MATERIALS FLORIDA BUILDING CODE
RESIDEN DAL, 6TH EDITION (2017)
PLEASE HOW DIMENSIONS BATHROOMS COMPLING WITH R307.1 SPACE REQUIRED. SHOW FLORIDA
BUILDIN CODE RESIDENTIAL, 6TH EDITION (2017)
PLEASE HOW COMPLIANCE WITH R309.4 AUTOMATIC GARAGE DOOR OPENERS. AUTOMATIC GARAGE
DOOR O NERS, IF PROVIDED, SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 325. FLORIDA
BUILDING CODE RESIDENTIAL, 6TH EDITION (2017)
PLEASE I DICATE R310.2.2 WINDOWSILL HEIGHT. WHERE A WINDOW IS PROVIDED AS THE EMERGENCY
ESCAPE ND RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES (1118 MM)
ABOVE T J E FLOOR FLORIDA BUILDING CODE ❑❑RESIDENTIAL, 6TH EDITION (2017)
WINDOW J MASTER BEDROOM DOES NOT COMPLY WITH R310.2.1 MINIMUM OPENING AREA. FLORIDA
BUILDIPIOVIDE
CODE ❑❑RESIDENTIAL, 6TH EDITION (2017)
PLEAE COMPLETE DETAIL FOR THE STAIRS. FLORIDA BUILDING CODE ❑❑RESIDENTIAL, 6TH
EDITION 017)
PLEAE P OVIDE COMPLETE DETAIL FOR THE STAIRS. FLORIDA BUILDING CODE ❑❑RESIDENTIAL, 6TH
EDITION 017)
PLEASE HOW COMPLIANCE WITH R311.5.1 ATTACHMENT R311.7 STAIRWAYS R311.7.1 WIDTH. R311.7.2
HEADROI M R311.7.6 R311.7.8 HANDRAILS. R311.7.8.1 HEIGHT. R311.7.8.2 CONTINUITY.
PLEASE HOW COMPLIANCE WITH SECTION R314 SMOKE ALARMS R314.3 LOCATION. 92.OUTSIDE EACH
SEPARAI SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. HALLWAY TO BEDROOMS
ti
PLEASE SHOW COMPLETE COMPLIANGL vv.lTH R301.2 CLIMATIC AND GEOGRAPHIC DESIW ca ,I1TERIA.
TABLE R301.2 (1) PROVIDE ALL APICAL INFORMATION
PLEASE SHOW COMPLETE COMPLIANCE WITH FILL SECTION R403 OR IN ACCORDANCE WITH ACI 332.
PLEASE SHOW COMPLETE COMPLIANCE WITH SECTION R506 CONCRETE FLOORS (ON GROUND)
R506.2.1 FILL.
PLEASE SHOW COMPLIANCE WITH R403.1.7 FOOTINGS ON OR ADJACENT TO SLOPES.
PLEASE SHOW COMPLIANCE WITH R506.2.4.2 CONTRACTION JOINTS. # 2. CONCRETE SLABS
ON GROUND CONTAINING 6 x 6 WELDED WIRE REINFORCEMENT FABRIC
PLEASE IDENIFY MATERIALS TO BE USED - SECTION R702 INTERIOR COVERING R702.4.2 BACKER
BOARDS.
PLEASE SHOW COMPLIANCE WITH R703.4 FLASHING. # 1 PLEASE IDENIFY MATERIALS TO BE USED
PLEASE INDICATE R802.7.2 ENGINEERED WOOD PRODUCTS.
PLEASE SHOW COMPLIANCE WITH R903.2 FLASHING R903.2.1 LOCATIONS. PLEASE IDENIFY MATERIALS
TO BE USED