HomeMy WebLinkAbout608920- McGahee Roof information sheetST. LUCIE WORKS
ST LUCIE 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 FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW:
Roof System
Required Sections of
the Permit Application
Form
Attachments Required
See List Below
Low Slope Application
A,B,C
1,$3,4,5,6,7
Prescriptive BUR-RAS 150
A,B,C
2,4,5,6,7
Asphaltic Shingles
A,B,D
1,44,5,6,7
Concrete or Clay Tile
A,B,D,E
1,Z3,4,5,6,7
Metal Roofs
A,B,D
Wood Shingles and
Shakes
A,B,D
1,2,4,5,6,7
Other
As.Applicable
1A%4,5,6,7
ATTACHMENTS REQUIRED As Applicable):
1.
Fire Directory Listing Page
2.
From Product Approval:
Front Page
Specific System Description
Specific System Limitations
GeneraA Limitations
Applicable Detail Drawings
3,
Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128
4,
Other Component of Product Approval
5,
Municipal Permit Application
6.
Owners Notification for Roofing Considerations (Reroofing Only)
7,
Any Required Roof Testing/Calculation Documentation
Form RooflnfoFeb21 Rev Feb 18, 2021
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ST. LUCIE WORKS
Master Permit No.
Contractors Name: Roofclaim,com
Job Address
Low Slope
® Asphaltic Shingles
❑ New roof ❑ Repair
Low Slope Roof Area (SF)
Section A (General Information)
Process No.
License H C—1 l_1 I 3?)20 0 I
L()r_iP v:l �Ljel
ROOF CATEGORY
❑ Mechanically Fastened Tile Mortar/Adhesive Set Tiles
MetaiJ Panel/Shingles Owood Shingles/Shakes
Prescriptive BUR-RAS 150
ROOF ROOF TYPE
Maintenance ® Reroofing Recovering
ROOF SYSTEM INFORMATION _ I
Steep Sloped Roof Area (SF) I Z Total (SF) 2yon
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.
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=/ eagleview-
In this 31) model, facets appear as semi -transparent to reveal overhangs.
Claim: 608920
PREPARED FOR
Contact: Daniel P16mlee;
Company: Rgoftlaim.cwm
Address: 1690 Roberts Blvd, Ste 112
Kennesaw, GA.31114.4
Phone: 225-42+6852
Premium Report
1/5/2021
TABLE OF CONTENTS
Images.....................................................................1
LengthDiagram.........................................................4
PitchDiagram............................................................5
Area Diagram............................................................6
NotesDiagram...........................................................7
Penetrations Diagram.................................................8
Report Summary ........................................................9
MEASUREMENTS
Total Roof Area =2,152 sq ft
Total Roof Facets =10
Predominant Pitch =3/12
Number of Stories <=1
Total Ridges/Hips =133 ft
Total Valleys =36 ft
Total Rakes =35 ft
Total Eaves =195 ft
Total Penetrations =3
Total Penetrations Perimeter = 10 ft
Total Penetrations Area = 3 sq ft
Measurements provided by www.eagleview.com
19 Certified Accurate
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MKS* 8,030.110i B.S41,880i 9.14I,S69; 9.129,749; 9, 5Y9,4e6. 4NIw Palanlc P\ L q.
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ST. LUCIE WORKS
Section C (Low S 1ope 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 1': Zone 1: Zone 2: Zone 3:
Max. Design Pressure, from the specific product approval
system:
Deck:
Type:
Gauge Thickness:
Anchor/Base Sheet & No. df Ply(s):
Anchor/Base Sheet Fastener/Bonding Material:
Insulation Base Layer:
Base Insultation 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 Ply(s):
Ply Sheet Fastener/Bonding Material:
Top Ply:
Top Ply Fastener/Bonding Material:
Surfacing:
Fastener Spacing for Anchor/Base Sheet Attachment:
Zone 1':�"
oc @ Lap, # Rows—
0
-- 0°
Zone 1:
" oc @ Lap, # Rows
— a
IN o0
Zone 2:
" oc @ Lap, # Rows —
®
.00
Zone 3:
" 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, Stripplog,
Flashing, Continuous Cleat, Cant Strip, Base Flashing,
Cownterflashing, 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.
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ST. LUCIE WORKS
Section D ;Steep Slope Roof System)
Atlas
Roof System Manufacturer:
Notice of Acceptance Number: FL 76305-139
Mhimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Zone 1: Zone 2e: Zone 2n: Zone 2r: Zone 3e: Zone 3r:
Deck Type: Plywood
Type Underlayment: Synthetic
Roof Slope:
12 Insulation:
Fire Barrier:
Ridge VentRation? Fastener Type & Spacing: Ring Shank Nails- 4" Spacing
Yes
Adhesive Type: Mechanical
!Type Cap Sheet
Mean RooPHeight: Roof Covering Shingles
Type & Si7B Drip Galv Steel 6"
Edge:
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ST. LUCIE WORKS
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from M,. If the M,
values are greater than or equal to the M,values, for each area of the roof, then the the attachment method is acceptable.
Method 1'Moment Based Tile Calculations Per RAS 12T
(Zone 1: sxX-= Mg: =Ml, - Product Approval M,
(Zone 2e: x _ !� - Mg: = M,,, _ Product Approval M,
(Zone2n: x7lMg: Mr,_ Product Approval M,
(Zone 2r: ^x t =-Mg: = M, Product Approval M,
(Zone 3e: x 7L _ -) - Mg: = Mra.- Product Approval M,
(Zone 3r: = x )--_ Mg: _ K.,Product Approval M,
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (M,) From Table Below Product Approval M,
M, required Moment Resistance*
Mean Roof Height Roof Slope
15'
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
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 J
30.5
32.4
7:12
24.4
25.9
1 27.1
28.2
30.0
"Must be used in conjunction with a list of moment based tile systems
• For Uplift based tile systems use Method 3. Compare the values for F' with the values for F, If the F' values are greater than or
equal to the F, 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_ ) -W: cos r =F„ Product Approval F'
(Zone 2e: x L =x W ) -W: cos r =Fr,. Product Approval
F'
(Zone 2n: x L =x W:= _) -W: cos r =Fr, Product Approval
F'
(Zone 2r: x L =x W:= ) -W: cos r =F,,, Product Approval F'
iroval
ring analysis
I
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