HomeMy WebLinkAboutREVIEW COMMENTS• f
Planning ✓1< Development Services
'Building & Code Regulation Division
"?300 Virginia Avenue
Fort Pierce, FL. 34982
Phone:(772)462 2172 Fax:(772)462-6443
REVIEW COMMENTS
Address:) 0 Palm Breezes Dr Lot # Are In Description Box.
City / Statl / Zip: Fort Pierce, FI 34951
Parcel M
Zoning:
I
APPLICATION
Permit Nul ber:
Permit Type:
Contractor Name:
Business dame:
Business Addr:
City / Stat / Zip:
Owner(s):
Renar Homes Morningside Llc
2310-500-0002-000/7 Jurisdiction: SAINT LUCIE COUNTY
PUD Lot#: Block:
1809-0117 Stories:
BUILDING RESIDENTIAL (SFR UP TO 2 FLOORS)
Glenn A Davis li
Renar Builders Llc
3725 S East Ocean Blvd Ste 101
Stuart, FI 34996
Review Type
ADDRESSING ASSIGNMENT
Comment:
I
DOCUMEN IS MISSING
9/7/20118
Comment:
9/7/2018
Comment:
9/7/2018
Comment:
9/13/20' 8
Comment:
ENVIRONMENTAL REVIEW
Comment:
I
FRONT COUNTER REVIEW
Comment:
PLANS EXAMINER REVIEW
I
9/25/20 I8
Comment:
9/25/201I8
Comment:
Comment:
9/25/201i8
I
1
Automatic Sprinkler System? No
Fax Number: 772-692-9155
Status Reviewed By Date Started
PENDING Lori Bender
PENDING Lashahna Ingram 9/7/2018
NEEDS NOC
NEEDS SUBS FOR ALL TRADES
VEG PERMIT IN BIN UNDER "R" RENAR
RECEIPT FOR PAID UTILITY WATER & SEWER
COMPLETE Lynn Swartzel 9/12/2018
COMPLETE Lashahna Ingram 9/7/2018
PENDING Joseph Fersch
Email: Rhondarowe@Renarhomes
.Corn
Date Completed Date Released
9/17/2018
9/7/2018
9/17/2018
9/7/2018
PLEASE NOTE THAT THE COMMENTS ARE FOR THE CLARIFICATION OR CORRECTION OF THE
SUBMITTED DOCUMENTS. ADDITIONAL REVIEW MAY BE REQUIRED AFTER SUBMITTING CORRECTED
DOCUMENTS.
PLEASE PROVIDE A DETAIL FOR THE VEHICAL BARRIER FOR APPLIANCE IMPACT PROTECTION IN
ACCORDANCE WITH 107 OF THE 2017 FLORIDA BUILDING CODE SIXTH EDITION
PLEASE ADD THE CUBIC VOLUME OF THE CONDITIONED SPACE TO INFORMATION BLOCK CONTAINING
THE SQUARE FOOT INFORMATION. SEE CHAPTER 1 SECTION 107 OF THE 2017 FLORIDA BUILDING CODE
SIXTH EDTITION.
Planning & Development Services "
Building & Code Regulation Division
2300 Virginia Avenue
Fort Pierce, FL. 34982
Phone:(772)462-2172 Fax:(772)462.6443
9/25/2018
9/25/2018
9/25/2018
9/25/2018
9/25/2018
9/25/2018
ZONING REVIEW
9/13/2018
9/13/2018
REVIEW COMMENTS
Comment: PLEASE PROVIDE A SITE PLAN IN ACCORDANCE WITH SECTION 107 SUB SECTION 107.2.5
Comment: PLEASE SHOW ON THE SITE PLAN THE STORM WATER RUN OFF. SEE SECTION 107 OF THE 2017IFLORIDP
BUILDING CODE 6TH EDITION, AND SECTION 7.04.01 (D) OF THE LAND DEVELOPMENT CODE. AND MOVING
FORWARD THIS WILL BE REQURIERED FOR PERMITTING.
Comment: PAGE A6.0 BUILDING CODE REFERANCED IS OUT DATED CODE CYCLE. DESIGNS MUST COMPLY WITH FL
BUILDING CODE 6TH EDITION 2017. PLEASE REVIEW PLANS AND MAKE CORRECTIONS.
Comment: ROOF UNDERLAYMENT NEEDS TO COMPLY WITH SECTION R905 OF THE 2017 FLORIDA BUILDING CODE
6TH EDITION
Comment: PLEASE PROVIDE ON THE PLANS THE REQUIRED SOIL DRY DENSITY COMPLIANCE WITH SUBSECTION
CHAPTER 1 SECTION 107 OF THE 2017 FLORIDA BUILDING CODE SIXTH EDTITION.
Comment: PLEASE PROVIDE ON THE PLANS DETAIL FOR R903.2 ROOF FLASHING, DOORS AND WINDOWS. R703.4
FLASHING AND [A] 107.2.4 EXTERIOR WALL ENVELOPE. CONSTRUCTION DOCUMENTS FOR ALL BUILDINGS
SHALL DESCRIBE THE EXTERIOR WALL ENVELOPE IN SUFFICIENT DETAIL TO DETERMINE COMPLIANCE
WITH THIS CODE. OF THE 2017 FLORIDA BUILDING CODE SIXTH EDTION.
INCOMPLETE Lydia Galbraith 9/13/2018
Comment: THE SUBMITTED SURVEY IS NOT MATCHING WITH THE BUILDING PLANS:
- REAR PORCH
- FRONT PORCH/ENTRY
- DIMENSION OF WEST SIDE SFR.
PLEASE PROVIDE TWO UPDATED SIGNED AND SEALED SURVEYS I
Comment: PLEASE BE AWARE THAT ABOVE COMMENTS ONLY REFLECTS THE ZONING REVIEW. THE PLANS
EXAMINER MIGHT HAVE ADDITIONAL COMMENTS. I
i
2015INTERNATIONAL
Plan Review # 18909-0117
FJ,j RESIDENTIAL CODE® 9-24-1 s
Date:
' FOR ONE- AND TWO-FAMILY DWELLINGS valuation:;
P= PLAN REVIEW RECORD. - ' , Fee:
JURISDICTION:'-" z
{ g (City, County, Township, ou owns etc.)
BUILDING LOCATION 14 Seaspray Dr
k•„(Street address)r .. , ... .
, BUILDINGMESCRIPTION..J Z..,.
��,, �3,i , ✓ '� • � wee- R wex x
�x ;JVUF z ", d
REVIEWED
,^': Nurrie" is indicated in parenthesis`are appl!cabie code sections of,thd 2015 /ntematronaiResidential Code (/RC).;The`pian reviewxaccomplished as indicated .,m'
in t6 re,. , y " . " . ," s commonly"applicable code sections with"due regard for .
the arriourntt and�type of detailed Info inatton wh ch is.typigaily fou d on�construchon documents:fo��,one" €snd two fa,"roily dwellirtgs and";townhouses. Itdoes
not ieference all code rov'isions which ma be a livable to pecific buildings. This.record is designed #o be used-oniyRby those who are'knowiedgeable'
rj0capable,of�eze�clsingicompetentjudgment"in ®va)u"atii g construction,documents forxcode compliance; , �, . , ,:., , z a �„
CORRECTIONS LIST
No.
DESCRIPTION
Code
Section
i
•• • 1 • dr, Cooe Gain6d, Ino. Rppr6ductiph by - • • • -• ISBN 978-1-60983-611-5
\\ - .•- o - o ••- • e • • •, -nt , II III IIIIIII III III III III
.•- . `a - . • .•.,• .9II781609II8361-15II
INTERNATIONAL ®e
CODE COUNCIL" Item, No. 0102P.R15
-1-
CORRECTION LIST (cont'd.)
No. DESCRIPTION Code
Section
i
I
I
I�
i
I!
I�
I'
i
I
i
-2-
,-A-
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)]
Floor live load (Table R301.5) x
psf
Roof live load (Table R301.6) x
psf
I
Ground snow load
psf
Ultimate design wind speed 140
mph
Wind exposure category (R301.2.1.4)
2-B
High wind design criteria applicable
(R301.2.1.1) 124
Seismic design category (SDC)
[Figure R301.2(2)]
I
SDC C&D provisions (R301.2.2)
Weathering neg
1, rost line depth
Termite area vh
Decay area
Winter design temperature
Ice barrier underlayment required
Flood hazards
FIRE; RESISTANT CONSTRUCTION (R302)
Exterior walls
(R302.1, Tables R302.1(1) and R302.1(2)]
I
Townhouse separation (R302.2)
Continuity and structural independence
I (R302.2.1, R302.2.4)
I
ROOM PLANNING REQUIREMENTS (R303 throuah R305)
Parapets and construction
(R302.2.2, R302.2.3)
Two-family dwelling separation (R302.3)
Dwelling unit penetrations (R302.4)
Dwelling/garage opening/penetration protec-
tion (R302.5)
Dwelling/garage fire separation (R302.6)
Under -stair protection (13302.7)
Wall and ceiling finishes (R302.9)
x Flame spread index (R302.9.1)
x Smoke -developed index (R302.9.2)
Testing (R302.9.3, R302.9.4)
Insulation (R302.10)
Flame spread/smoke-developed
(R302.10.1, R302.10.2)
Cellulose loose -fill and exposed attic
insulation (R302.10.3, R302.10.4)
Testing (R302.10.5)
_ Fireblocking (R302.11)
_ Draftstopping (R302.12)
Fire protection of floors (R302.13)
Combustible insulation clearance (R302.14)
Use
Area (ft2)
Width
Ceiling heights
Natural light*
Natural ventilation*
Living
70
7'-0"
7'-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"
T-0"
8% floor area
4% floor area
Bathroom
N.A.
N.A
6'-8"
3 square feet
1'/2 square feet
' See Sections 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)
I
SANITffION (R306 and R307)
x Water closet
x Lavatory
i
x Tub or shower
x i Kitchen area with sink
x; Sanitary sewer (Chapter 30)
x1 Private disposal (Appendix /)
GLAZING (R308)
x 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-
41.
BUILDING PLANNING (cont'd.)
GARAGES AND CARPORTS (R309) AUTOMATIC FIRE SPRINKLER SYSTEMS (R313)
x Floor surface noncombustible; sloped floor Townhouses (R313.1)
(R309.1) One- and two-family dwellings (R313.2)
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
(R310)
x Where required (R310.1)
x Areas, height, width, operations (13310)
Window wells (R310.2.3)
Under decks and porches (R310.2.4)
Bars, grilles, covers and screens (R310.4)
MEANS OF EGRESS (R311)
x General (13311.1)
x Egress door (R311.2)
x Landings at exterior doors
(13311.3 - R311.3.3)
Vertical egress (R311.4)
Construction and attachment (R311.5)
x Hallways (R311.6)
Stairway width, headroom, vertical rise, walk -
line (13311.71 - R311.7.4)
Stairway treads, risers profiles
(R311.75 - R311.7.5.4)
Stairway landings and walking surfaces
(R311.7.6; R311.7.7)
Handrails required (R311.78)
Handrail height, continuity, grip -size
(R311.7.8.1 - R311.7.8.4)
Stairway illumination (R303.7, R311.7.9)
Special stairways (R311.7.10)
Ramp slope, landings, handrails (13311.8)
GUARDS AND WINDOW PROTECTION (11312)
Required for open -sided surfaces, stairs,
ramps and landings > 30" above floor/
grade (R312.1.1)
Height - 36" (R312.1.2)
Opening limitations (R312.1.3)
Window fall protection (R312.2)
SMOKE ALARMS (R314) .
x Referenced standards (R314.1)
Location and interconnection
(R314.3, R314.4)
Power. source (R314.6)
CARBON MONOXIDE ALARMS (R315)
x New construction (13315.1, R315.2)
Existing construction (R315.2.2)
Referenced standard (13315.6)
FOAM PLASTIC (R302.8, R316)
Labeling (R316.2)
Surface burning, thermal barrier, spec
approval (R316.3 - R316.8)
DECAY AND TERMITE PROTECTION (R317 and
x Protection required
(Table R301.2(1), R317.1, R318.1)
Quality mark (13317.2 and R318.1.1)
SITE ADDRESS (R319)
Address numbers (R319.1)
ACCESSIBILITY (R320)
x Type B dwelling units applicable (R320
ELEVATORS/PLATFORM LIFTS (R321)
Referenced standards (R321.1 - 13321.;
FLOOD -RESISTANT CONSTRUCTION (R322)
General (13322.1)
Hazard area and requirements
(R301.2.4, R309.3, R322.2, R322.3)
Design professional (R322.3.6)
STORM SHELTERS (R323)
General/referenced standard (R323.1)
SOLAR ENERGY SYSTEMS (R324)
System, installation, access
(R324.2 -. R324.7)
MEZZANINES (R325)
Area, egress, openness (13325.2 -
SWIMMING POOLS, SPAS AND HOT TUBS
ISPSC (R326.1)
-4-
FOUNDATIONS (Chapter 4)
MATERIALS (R402) Horizontal and vertical reinforcement size and
spacing (Tables R404.1.2(1) -
Wood foundations (R402.1) R404.1.2(8), R404.1.3.2, R404.1.3.3.7]
I x Concrete, compressive strength Stay -in -place forms (R404.1.3.3.6.1)
(R402.2, R402.3)
SDC D provisions (R404.1.4)
FOOTINGS (R403)
Soil bearing value (R401.4, R403.1)
x Footing width
(Tables R403.1(1) - R403.1(3)]
i x Footing edge thickness; footing projection =
2" minimum, but <_ footing thickness
(R403.1.1)
i Footings in SDC and D
(R403.1.2 and R403.1.6.1)
Ix
Depth below (outside) grade = 12" minimum;
but below frost line (R403.1.4, R403.1.4.1)
Sill plate bolting in concrete/masonry ='/2" di-
ameter bolts, within 12" but not less than 7
bolt diameters from ends, 7" embedment
(R403.1.6)
I
Footings adjacent to slopes (R403.1.7)
Frost -protected shallow foundations (R403.3)
Footings for precast concrete foundations
j (R403.4)
FOUNDATION/RETAINING WALLS (R404 - R406)
I Masonry foundation walls (R404.1.2)
i Wall height, unbalanced backfill, nominal
thickness (Tables R404.1.1(1) -
R404.1.1(4), R404.1.5.11
Reinforcement size and spacing
(Tables R404.1.1(2) - R404.1.1(4)]
I
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]
I
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
(R4071 and R4072)
Structural requirements (R407.3)
Anchorage (R4073)
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 (R408.4)
Removal of debris (R408.5)
Finished grade (R408.6)
Flood resistance (R408.7)
-5-
FLOORS (Chapter 5)
WOOD 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)]
Girder and header spans
(Tables R602.7(1) - R602.7(3)]
Joists under bearing partitions (13502.4)
Bearing (1.5" minimum on wood or metal; 3"
on masonry or concrete) and lapped joists
(3") (13502.6, R502.6.1)
Lateral restraint and bridging
(R502.7, R502.7.1)
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 (13503.1.1)
WOOD STRUCTURAL PANEL SHEATHING (R503.2)
Grade (R503.2.1)
Thickness (R503.2.1)
Allowable spans
(Tables R503.2.1.1(1) and R503.2.1.1(2)]
Installation [Table 602.3(1)]
PARTICLEBOARD UNDERLAYMENT (R503.3)
Grade (13503.3.1)
Thickness (R503.3.2)
Installation [Table R602.3(1)].
TREATED -WOOD FLOORS (ON GROUND) (R504)
Base course: 4" thick with maximum 3/4'
gravel or'/2" crushed stone (R504.2.1)
Moisture barrier: placed over base course
(R504.2.2)
Materials (R504.3)
STEEL FLOOR FRAMING (11505)
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)
CONCRETE FLOORS (ON GROUND) (R506)
x Thickness: 31/2" minimum; Concrete
(R506.1)
Support: prepared subgrade; maximum Barth
fill = 811; maximum sand or gravel fill - 24"
(R506.2.1)
Base course: 4" graded with 2" maximu
aggregate (R506.2.2)
x Vapor retarder (R506.2.3)
Reinforcement support (R506.2.4)
EXTERIOR DECKS (R507)
Support, attachment (R507.1 - R507.2.,
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)
0
ri
WALL CONSTRUCTION (Chapter 6)
I
WOOD CONSTRUCTION (R602)
x Construction
(Figures R602.3(1) and R602.3(2)]
Stud grade (R602.2)
I
Design/construction (R602.3)
Ix
Stud spacing [R602.3:1, Table R602.3(5)]
Interior load -bearing walls (R602.4)
x Interior nonbearing walls: 2" x 3" at 24" o.c.
j 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
j Figure R602.7.21
Fireblocking (R602.8, R302.11)
Cripple walls (R602.9)
Wall bracing, lines, panels
j (R602.10.1, R602.10.2)
I 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) (R602.11)
Simplified wall bracing (R602.12)
STEEL WALL FRAMING (R603)
! General (R603.1)
Structural framing (R603.2)
Material (R603.2.1)
Corrosion protection (R603.2.2)
Identification (R603.2.4)
Fastening (R603.2.5)
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)
MASONRY CONSTRUCTION (13606 - R610)
x General design (R606)
Seismic requirements (R606.12)
Glass unit masonry (R607)
x Exterior concrete wall construction (R608)
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)
Wood shakes and shingles (R703.6)
Exterior plaster (R703.7)
Stone & masonry veneer (R703.8 & 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'/e' 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 (R703.11) i
Other sidings (R703.12 - R703.17)
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)
Wood trusses (17802.10)
Roof tie -down (R802.11)
CEILING JOISTS [Tables R802.4(1), R802.4(2)]
Without attic storage, LL = 10psf
With attic storage LL = 20psf
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)
Grade
Thickness
FRTW allowable stresses/grading
Allowable spans [Table R503.2.1.1(1)]
Installation (R803.2.3)
ROOF -CEILING CONSTRUCTION (cont'd.)
STEEL ROOF FRAMING (R804) Roof construction (R804.3)
General (R804.1) Roof tie -down (R804.3.8)
Structural framing (R804.2) ROOF VENTILATION (R806)
Material (R804.2.1) x Ventilation requirements (R806.1 - R806.5)
Corrosion protection (R804.2.2)
Identification (R804.2.3) ATTIC ACCESS (R807)
Fastening (R804.2.5) x
Access requirements (807.1)
ROOF ASSEMBLIES (Chapter 9)
RO IF CLASSIFICATION (R902) Metal roof panels (R905.10)
Roof covering materials (R902.1) Modified bitumen roofing (R905.11)
WEATHER PROTECTION (R903) Thermoset single -ply roofing (R905.12)
Flashing,(R903.2)
Coping (R903.3)
Roof drainage (R903.4)
MATERIALS (R904)
Compatibility; specifications; physical charac-
teristics; identification (R904.2 - R904.4)
REQUIREMENTS FOR ROOF COVERINGS (R905)
x Underlayment (R905.1.1, R905.1.2)
x 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)
roofs (R905.9)
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)
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 R1001.6)
Steel fireplace units (R1001.5.1)
Lintel (noncombustible) (R1001.7)
-9-
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)