Fillable ROOF CATEGORY Tile Application (FRSA/TRI Florida High Wind (Revize)

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ROOF CATEGORY Tile Application (FRSA/TRI Florida High Wind (Revize)

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ROOF DATA SHEET
Permit #
Contractor Name:
Job Address:
ROOF CATEGORY
Tile Application (FRSA/TRI Florida High Wind Concrete and Clay Tile Installation Manual) 6th EDITION
Re-roofing
Recovering
Repair (provide description of repair below)
Flat Roof Area Sloped Roof Area Total
(indicate if the area is in square feet (sq ft) or squares (sqs) for the measurements used above)
NOTE: ADDING A SKYLIGHT REQUIRES A SEPARATE SKYLIGHT PERMIT
Product Approval FL/NOA
Skylight Replacement
YES
NO
ROOF SYSTEM DETAILS (Please have only relevant areas checked)
A
B
C
D
E
Provide Product Approvals FL or NOA below
Dry-In
90#
Final Product(s)
✔
✔
✔
✔
✔
FRONT
C D
Location of Dryer Vent A
B Side of House
Product Approvals are required to be onsite.
Per FBC Existing Section 706.1.1 Not more than 25 percent of the total roof area or roof section
of any existing building or structure shall be repaired, replaced or recovered in any 12 month
period unless the entire roofing system or roof section conforms to requirements of this code.
Section 110 of the Florida Building Code has the list of required inspections and it is expected
all inspections will take place. It is imperative that ALL INSPECTIONS ARE SCHEDULED,
CONDUCTED AND APPROVED before moving onto the next step.
Last Rev 11/9/2020 DOCUMENTS SUBJECT TO CHANGE WITHOUT NOTICE
Shingle Metal Tile
Other
706.7.1.2
SUPPLEMENT FASTENERS
AT
PANEL EDGES AND INTERMEDIATE FRAMING
v_ •
110 MPH OR LESS SUPPLEMENTAL V
-•
GREATER THAN 110 MPH
EXISTING FASTENERS EXISTING SPACING FASTENER SPACING SHALL
BE
NO
SUPPLEMENTAL FASTENER SPACING
GREATER THAN
SHALL BE NO GREATER THAN
Staples or 6d
Any
6" o.c.b
6" o.
c.b
8d clipped head, round head,
6" o.c.
or
less None necessary
None necessary
smooth or ring shank
8d clipped head, round head,
Greater than 6" o.c.
6" o.c.• 6" o.c.'
smooth
or
ring shank
For SI: 1
inch=
25.4 mm.
a.
Maximum spacing determined based on existing fasteners and supplemental fasteners.
b. Maximum spacing determined based on supplemental fasteners only.
c. V.,,, shall be determined in accordance
with
Section 1609.3.1
of
the
Florida Building Code, Building
or
Section R
301
.2. I .3
of
the
Florida Building Code,
Residential.
ROOF DATA SHEET
Permit #
FBC Existing Building, section 706.7.1.2 Roof sheathing fastening for site-built single
family residential structures. For site-built single family residential structures the fasteners
and spacing required in Table 706.7.1.2 are deemed to comply with the requirements of the
2017 Florida Building Code, Existing Building
Supplemental fasteners as required by Table 706.7.1.2 shall be 8d ring shank nails with round
heads and the following minimum dimensions:
1. 0.113 inch nominal shank diameter
2. Ring diameter of 0.012 over shank diameter
3. 16 to 20 rings per inch
4. 0.280 inch full round head diameter
5. Ring shank to extend a minimum of 1 ½" from the tip of the nail.
6. Minimum 2-1/4 inch nail length
Last Rev 11/9/2020 DOCUMENTS SUBJECT TO CHANGE WITHOUT NOTICE
Effective 1/1/2021:
Update to underlayment requirements in the
7
th
Edition (2020) FBC-Building and FBC-
Residential:
A sealed roof deck (SRD) is required.
• where felt underlayment is used, it must be
30# or equivalent (ASTM D 226 Type II,
ASTM D4869 Types III or IV)
• installation techniques such as number of
plies, lapping, and fastener spacing has been
strengthened
• For concrete and clay roof tile,
underlayment is required to be in
accordance with the FRSA/TRI Florida High
Wind Concrete and Clay Roof Tile
Installation Manual, 6
th
edition.
For asphalt, metal, mineral surfaced, slate and
slate- type roof coverings, there are essentially
three options for creating a sealed roof deck that
vary a bit depending on the type of roof covering.
A summary of the three options available is as
follows:
Option #1 – a self-adhering polymer-modified
bitumen underlayment complying with ASTM
D1970 applied over the entire roof.
Option #2 – a minimum 4-inch wide strip of self-
adhering polymer-modified bitumen complying with
ASTM D1970 or a minimum 3 ¾ - inch wide strip of
self- adhering flexible flashing tape complying with
AAMA 711, applied over all joints in the roof decking. A
felt underlayment complying with ASTM D226 Type II,
ASTM D4869 Type III or IV,
or ASTM D6757, or a synthetic underlayment meeting
the performance requirements specified, is required to
be applied over the strips/tape over the entire roof.
(See Table 1507.1.1.1 of the FBCB or Table R905.1.1.1
of the FBCR for fastener type and spacing).
Option #3 – two layers of felt underlayment comply
ASTM D226 Type II or ASTM D4869
Type III or IV, or two layers of a synthetic
underlayment meeting the performance
requirements specified, lapped and fastened as
specified.
**
*
Last Rev 11/9/2020 DOCUMENTS SUBJECT TO CHANGE WITHOUT NOTICE
Excerpt of Table
R803.2.2 7
th
Edition
(2020) FBCR
Excerpt of Table R803.2.3.1
7
th
Edition (2020) FBCR
Minimum sheathing thickness for framing spaced
24 inches on center based on exposure category
and wind speed:
While ring shank nails are still required, the nail size
depends on the sheathing thickness. Where the
sheathing thickness is 15/32 inches and less, roof
sheathing is required to be fastened with ASTM
F1667 RSRS-01 (2
3
/
8
" × 0.113") nails. Where the
sheathing thickness is greater than 15/32 inches, roof
sheathing is required to be fastened with ASTM F1667
RSRS-03 (2 ½" × 0.131") nails or ASTM F1667 RSRS-04
(3" × 0.120") nails. The RSRS designation indicates the
fastener is a ring shank roof sheathing nail.
Maximum fastener spacing based on framing
specific gravity, exposure category, and wind
speed:
Rafter/Truss Spacing 24 in. o.c.
Wind
Speed
160
mph
Minimum Sheathing Thickness,
inches (Panel Span Rating)
Exposure B
19/32
(40/20)
Minimum Sheathing Thickness,
inches (Panel Span Rating)
Exposure C
19/32
(40/20)
Minimum Sheathing Thickness,
inches (Panel Span Rating)
Exposure D
19/32
(40/20)
Roof Sheathing Attachment
Rafter/Truss Spacing
24 in. o.c.
Wind Speed
160 mph
Edge
Field
Exposure B
Rafter/Truss SG = 0.42
4
4
Rafter/Truss SG = 0.49
6
6
Exposure C
Rafter/Truss SG = 0.42
4
4
Rafter/Truss SG = 0.49
6
6
Exposure D
Rafter/Truss SG = 0.42
3
3
Rafter/Truss SG = 0.49
4
4
Last Rev 11/9/2020 DOCUMENTS SUBJECT TO CHANGE WITHOUT NOTICE
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ROOF CATEGORY Tile Application (FRSATRI Florida High Wind (Revize)

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Completed 20 May 2022

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