HomeMy WebLinkAboutAPPROVED 105 N 39th ST Roofing Information SheetsW
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ST LUCI-E COUNTY ROOFING PERMIT INFORMATION SHEET
Florida Building Code 7th Edition (2020)
Based on Section 1525 of the Florida Building Code - Building
!INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING SHEET
APPLICATION CORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED
BELOW:
Roof System
Low Slope Application
Prescriptive BUR-RAS 150
Asphaltic Shingles
Concrete or Clay Tile
Meta I Roofs
Wood Shingles and
Shakes
Other
Form RooflnfoFeb21
4
Required Sections of
the Permit Application
Firm
A, BIC
A, B, C
A., B, D
A, B, D, E
A,B,D
A,B,D
As Applicable
Attachments Required
See List Below
ATTACHMENTS REQUIRED As Applicable):
Fire Directory Listing Page
2. From Product Approval:
Front Page
Specific System Description
Specific System Limitations
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1121334,51617
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Applicable Detail Drawings
3, Design Calculations per Chapter 16, or if applicable, RAS 127 or RCS 128
4. � Other Component of Product Approval
5. Municipal Permit Application
f. Owners Notification for Roofing Considerations (Reroofing Only)
7. Any Required Roof Testing/Calculation Documentation
Rev Feb 7.8, 2021
4
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Master Permit No.
Section A (General Information)
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+{ !ti Contractors Name:
lob Addre
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ow Slope
❑ Asphaltic Shingles
13 New rood
1
13 Repair
License#
5
ROOF CATEGORY
❑ Mechanically Fastened Tile
EeMetal Panel/Shingles
❑ Prescriptive BUR-RAS 150
RooF ROOF TYPE_
Reroofing
0 Maintenance
ROOF SYSTEM INFORMATION
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Low Slope Roof Area (SF) Steep Sloped Roof Area (SF)
Section B (Roof Plan)
Process No.
[3 Mortar/Adhesive Set Tiles
OWood Shingles/Shakes
0 Recovering
Total(SF)
Sketch
Roof Plan:
Illustrate all bevels and sections, rood drains,
scupper, overflow
scuppers
and overflow drains.
Include
dimensions
of sections and levels, clearly identify dimensions
of elevated pressure
zones and
location of parapets,,
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Section C (Low Slope Roof)
Fill in specific roof assembly components and identify
manufacturer
(if a component is not used, identify as "NA")
System Manufacturer:
Product Approval No.:
Design Wind Pressures, From RAS 128 Or Calculations:
Zone V: Zone 1: Zone 2: , done 3.il
Max. Design Pressure, from the specific product approval
system:
Deck:
Type: _.d. I. ... .
Gauge Thickness: ... - I. __ . I
Slope: . -.1 P....!. .
Anchor/Base Sheet & No. df Ply(s): ".
Anchor/Base Sheet Fastener/Bonding Material:
Insulation Base Layer:
Base Insultation Sipe and Thickness:
+ Base insulation Fastener/Bonding Material:
Top Insulation Layer:
Top Insulation Size and Thickness:
fop Insulation Fastener/Bonding Material:
Base Sheet(s) & No. of Ply(s):
Base Sheet Fastener/Bonding Material:
Ply Sheet('S)'& No. of Ply(s):
Ply Sheet Fastener/Bonding Material:
Top Ply:
Top Ply Fastener/Bonding Materiak
Surfacing:
Fastener Spacing for Anchor/Base Sheet Attachment:
Zone
Zone
1':EENVE1EXLI1b4i5
1:
It o
r, oc @
Lap,,
Rows
@ 0C.
@ ...,,C
Zo n
Zone
2 :.,.,..^.
3:
�� o
0C @
Lap,
Lap, #
Rowc,
@ 00
@
Number of Fasteners Per Insulation Board:
Zone : Zone 1: Zone 2:.,...Zone 3Iq
Illustrate Components (Voted and Details as Applicable:
Woodblocking, Gutter,, Edge Termination, Stripping,
Flashing, continuous Cleat, Cant Strip, Base Flashing,
Counterflashing, Coping, Etc.,
Indicate: Mean Roof Height,, Parapet Height, Height of Base
Flashing, Component Material, Material'Thickness, Fastener
Type., Fastener Spacing or Submit Manufacturers Details that
Comply with RAS 111 and Chapter 16.,
4
ST. LUCIE
Section D (Steep Slope Roof System)
i
Roof System Manufacturer: �- _
Notice of Acceptance Number:Or L L2
..._
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
.done : Zone 2e: -,Zone 2n: .___________7one 2r: lone lone 3r:
Rood Slope:
12
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ti Deck Type:
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Type Underlayment:
, Insulafion:
r
Ridge Ventilabon?
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Mean Roof Height: i
Fire
Fastener Type & Spacing.
Adhesive Type:
Type Cap Sheet:
Roof Covering:
e
,., or
4
Aw X�
4
ype & Size Drip
:dge:
LUC11% =Na
Section E (Tile Calculations)
For Moment based file systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mf,, If the Mf values
are greater than or equal to the Mrvalues, for each area of the roof, then the tide attachment method is acceptable.
Method lWoment Based Tile Calculations Per RAS 12T
{zone 1; Ms: ; Mri Product Approval Mi�
(Zone 2e: x I - Mg: � Mr2 Product Approval Mfl---.,-.
(Zone 2n: x Ir.. � -- Mg:� = Mr2n Product Approval Mf-,
(Zone 2r. x x Mg: - M r2r Product Approval Mf -
(Zone 3e: .� � I _ � � �� = K39 �.-�-- Product Approval Mf
Zone 3r: � � X _ I �" mg: = Mr.�r Product Approval M�
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (Mr) From Ta-ble Below. Product Approval Mf.,
-------- - Mr required Moment Resistance` --- -- -- --- ---
Mean Rood Height Roof Slope � 15 1 20' 25' 30' 40'
2:12 34.4 36.5 38.2 39*7 42.2
-
3:12 32.2 34.4 36.0 37.4 39.8
1 4:12 30.E 32.2 33.8 35.E 37.3
� 5:12 28.4 ! 34.E 31.6 32.8 34.9
� 6:1-2'',
26.4 ZS.Q 29.4 30.5 32.4
7:12 � 24.4 25.9 27.1 28.2 30.0
*Must be used in conjunction with a fist of moment based tile systems
for Uplift based file systems use Method 3. Compare the values for FI with the values for F, If the F' values are greater than or
equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 12T
(Zone 1: x L =x W:= } -1N: cos r =Fr1 Product Approval F'
(Zane 2e: x L =x W:= } -W: cos C =Frze Product Approval F'
(Zone 2n: x L =x W-= } -W: cos r =Frzn Product Approval V
(Zone 2r: .__.x L =x W:= } -1N: cos r =Fr2r Product Approval P
(Zane 3e. x L�=x UV.= ) -W: cos ` =Fr3e Product Approval V
(Zone 3r: x L =x W:- ) -W: cos r =Fr3r Product Approval F'
Description
Design Pressure
� ea oof H it
Where to Obtain Information
ation
Symbol
Zones 1, 2e, 2n, 2r, 3e, 3r
A
Roof Slops A
Aerodynamic Multiplier. ---
Restoring Moment due to Gravity-..... i IVIg
J_
Attachment Resistance Mf
Required Moment Resistance Mg
Where told
From applicable tale in RAS 127 or by are engineering analysis
prepared by PE based on AE
x
Job Site
Job Site
Product Approval
Product Approval
Product Approval
Calculated
Minimum Attachment Resistance F Product Approval
Required Uplift Resistance Ff- Calculated
Average Tile Weight W Product Approval
Tile Dimensions L - length W= width Product Approval
All calculations must be submitted to the building official at the time of permit application.
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