HomeMy WebLinkAboutMID FLORIDA ROOF FORMSST. LUCIE WORKS
Section A (General Information)
Master Permit No. Process No_
Contractors Name: ��0 fn License # c c C 05 7
Job Address V w ^
ROOF CATEGORY
❑ Low Slope ❑ Me hanically Fastened Tile ❑ Mortar/Adhesive Set Tiles
❑ Asphaltic Shingles etaI Panel/Shingles OWood Shingles/Shakes
❑ New roof ❑ Repair
Low Slope Roof Area (SF)
❑ Prescriptive BUR-RAS 150
ROOF ROOF TYPE.
0 Maintenance Reroofing
ROOF SYSTEM INFORMATION %f
Steep Sloped Roof Area (SF) f
7r5
❑ Recovering
�r -
Total (SF) 156D
Section B (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains.
Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets.
NA
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ST. LUCIE WORK
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Section C (Low Slope Roof) surfacing:
Fill in specific roof assembly components and identify Fastener Spacing for Anchor/Base Sheet Attachment:
manufacturer
(If a component is not used, identify as "NA")
System Manufacturer:
Product Approval No.:
Design Wind Pressures, From RAS 128 Or Calculations:
Zone 1': _ Zone 1: Zone 2: Zone 3:
Max. Design Pressure, from the specific product approval
system:
Deck:
Type.
Gauge Thickness:
Slope:
Anchor/Base Sheet & No. df Ply(s):
Anchor/Base Sheet Fastener/Bonding Material:
Insulation Base Layer:
Base lnsultation Size and Thickness:
Base Insulation Fastener/Bonding Material:
Top Insulation Layer:
Top Insulation Size and Thickness:
Top Insulation Fastener/Bonding Material:
Base Sheet(s) & No. of Ply(s):
Base Sheet Fastener/Bonding Material:
Ply Sheet(s)' & No, of Piy(s):
Ply Sheet Fastener/Bonding Material: ,
Top Ply:
Top Ply Fastener/Bonding Material:
Zone 1`:—_
" oc @ Lap, # Rows 0 "oc '
Zone 1:—"
oc @ Lap, # Rows @ "oc '
Zone 2—"
oc @ Lap, # Rows @ "oe '
Zone 3-
If
oc @ Lap, # Rows. @ " oc
Number of Fasteners Per Insulation Board:
Zone 1': Zone 1: Zone 2: Zone 3:
Illustrate Components Noted 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 15. ,
STi LUCIE WORKS
Section D (Steep Slope Roof System) j'
Roof System Manufacturer: e'+cA_ 1 A-i l ` 4 a-nv`e
Notice of Acceptance Number:
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Zone 1: Zone 2e: Zone 2n: Zone 2r:^,_.Zone 3e:Zone 3r:
Deck Type:
Type Underlayment: S Y��pL e� i
=RoofSlope: 2
Insulation:
Fire Barrier:
Ridge Ventiil � Fastener Type & Spacing: 1[0 x I I' (0 11
o•G.
Adhesive Type:
Type Cap SheetP7F
Mean Roof -Height: �� Roof Covering:
Type & Size Drip
Edge:
5T. UCiE WORKS
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ion E (Tile Calculations)
Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Me. If the Mr values
are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable.
Method IA Moment Based Tile Calculations Per RAS 12T
(Zone 1: x 2 } - Mg. = Mr, Product Approval M3
(Zone 2e: x _ _ Mg: = M,2a Product Approval Mf _ _
(Zone 2n: x )L = _� - Mg; = Mom, Product Approval Mf.
(Zone 2r: X )L = _� - Mg: = M, Product Approval Mf_.
(Zone 3e: X = j -- Mg: = Mt,% Product Approval Mr
(Zone 3r: ' X )L = �� - Mg: = Mr& Product Approval Mf--
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (Mr) From Table Below Product Approval Mr
Mr required Moment Resistance*
Mean Roof Height Roof Slope 15' 2- 0' -� 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
4:12 30.4 32.2 33.8 35.1 37.3
5:12 28.4 30.1 31.6 32.8 34.9
6:12 26.4 28.0 29.4 30.5 32.4
7:12 24.4 25.9 27.1 28.2 30.0
e\eq
Must be used in conjunction with a list of moment based the systems
r Uplift based tile systems use Method 3. Compare the values for F'with the values for Fr If the F'values are greater than or
al 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
one x L =x W:= ) -W: cos r =Fri Product Approval F'
(Zone 2e: x L =x W:= ) -W: cos r =Fr2e Product Approval F'
(Zone 2n: x L =x W:= ) -W: cos r =Fr2n Product Approval F'
(Zone 2r: x L =x W:= ) -W; cos r =Fr2r Product Approval F'
(Zone 3e: x L =x W:= ) -W: cos r =Fr3e Product Approval F'
(Zone 3r: x L =x W:= ) -W: cos r =Frar Product Approval F'
Where to Obtain Information
Description
Symbol
Where to find
Design Pressure
Zones 1, 2e, 2n, 2r, 3e, 3r
From applicable table in RAS 127 or by an engineering analysis
prepared by PE based on ASCE 7
Mean Roof Height
H
Job Site
Roof Slope
6
Job Site
Aerodynamic Multiplier
Product Approval
Restoring Moment due to Gravity
Mg
Product Approval
Attachment Resistance
Mr _
Product Approval
Required Moment Resistance
Mg
Calculated
Minimum Attachment Resistance
F'
Product Approval
Required Uplift Resistance
Fr
Calculated
Average Tile Weight
W
Product Approval
Tile Dimensions
L = length W = width
Product Approval
All calculations must he submitted to the building official at the time of permit application.