HomeMy WebLinkAboutAPPROVED ROOF INFO 1321 LONE PINE DRS1. LL!c� L --
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ST. LUCIE
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
Low Slope Application
Prescriptive BUR-RAS 150
(Asphaltic Shingles
concrete or Clay Tile
Metal Roofs
Wood Shingles and
Shakes
Other
Required Sections of
the Permit Application
Form
Attachments Required
See List Below
1,2,3,4,5,6,7
2,4,5,6,7
1,2,4.5,6.7
— 1,%3,4A A 7,
1,2A4,5,E,7
-- A, B. D 1,2,45,6.7
As Applicable 1,2,3,4,5,6,7
A, B, C
A, B. C
A, B, D
A,B,D.L
ATTACHMENTS REQUIRED As Applicable):
1, Fire Directory Listing Page
2. From Product Approval:
Front Page
Specific System Description
Specific System Llmltations
General Limitations
Applicable detail Drawings
3. Design Calculations per Chapter 16, of 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
Section A (General Information)
Master Permit No.
Process No.
Contractors Name: /!'611SV"'L CO 4& �d'f!i License q C CC 1 33 0 6 3
Job Address C.¢J /"7 L 9) 0 CTv
ROOF CATEGORY
❑ Low Slope O Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles
OAsphaltic Shingles .BMetal Panel/Shingles OWood Shingles/Shakes
O Prescriptive BUR-RAS 150
ROOF ROOF TYPE.
O New roof O Repair ❑ Maintenance ?LReroofing Cl Recovering
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) S09
Section 8 (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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ST. LUCIE
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
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:
Gauge Thickness:
Slope:
Anchor/Base Sheet & No. df Ply(s):
Anchor/Base Sheet Fastener/Bonding Material:
Insulation Base Layer:
Base Insultatlon 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, d Rows_ ®�" oc
Zone 1:_._" oc @ Lap, N Rows — ®—" or
Zone 2:_" oc @ Lap, N Rows _ ® oc
Zone 3_" oc @ Lap, M Rows— ® —"oc
Number of Fasteners Per Insulation Board:
Zone 1':_Zone le Zone 2mZone 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 16..
FT.
Parapet
Height
F7.
Mean
Roof
Height
ST. LUCIE
Section D (Steep Slope Roof System)
Roof System Manufacturer: _ Uri f oirl CA r'
Notice of Acceptance Number:
FG ;toyg y-5R
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): c/
Zane 7:('.Zone 2e: T'' Zone 2n:—Zone 2r.O _ Zone 3e.5— a 3r. 7
Deck Type: (� GJ O i, c�
Type Underlayment Qe� CI 1 Ck
Roof Slope:
12 InsulafJon:
Fire Barrier:
Ridge! t"lon? Fastener Type&Spacing:6 in G1� (j0� Sr.ra.
AdhmM Type:
type Cap Sheet —_
Mean Rod Heigh: Roof Covering
Type & Sim Drip �J13 Qr t
Edge:
ST. LUCIE
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from Mr. If the Mt values
are greater than or equal to the M, values, for each area of the roof, then the tile attachment method is acceptable.
Method 1'Moment Based Tile Calculations Per RAS 12T
(Zone 1:
_ x )L_ = _ ) _ Mg: _=
Mn _
Product Approval M�
(Zone2e:
_x)L_- )— Mg: _=M,�_
Product ApprovalMj
(Zone2n:
_x)L__ _ I— Mg: _=Mm,_
Product Approval Mr
(Zone2r.
_xl_. _)_Mg;
_Mm_
Product Approval M,
(Zone3e:
_x)L,= _J- Mg; _=M
o.—
Product Approval Mr
Rene 3r:
—xx_= _j- Mg: _-Ma_
Product Approval Mr_
Method 2 "Simplified Tile Calculations
Per Table Below"
Required Moment of Resistance (M,) From Table Below
Product Approval M,
_
Mean Roof Height Roof Slope
M, required Moment Resistance•
15'
- -
(_
20'
25Z_
me_
qpr
_ 2:12
34.4 36.5 r
38.2
39.7
42.2
3:12
32.2 34.4
36.0
_ _ _
37.4
39.8
_ 4:12
_I 30.4
_
32.2
33.8_�
_ I
35.1
—t
5:12
8.4
2f 30.1
----
—~26.4
31.6
_ _37.3
_I 32.8 _
_
34.9
6:12
-- 7:12
280
24.41 25.9
29.4
30.5
---
32.4
27.1
3Do
"Must be used in conjunction with a list of moment based tile
systems
_ _28.2
---
• 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:
L=
x W _) -W:_
cos r=
F,;
Product Approval F'
(Zone2e
_x
xL_=xW
_�.W:_
Cos r_F,z"_
Product Approval F'
(Zone Zn:
_x L=
x W ---j -W:_
cos r=
F,2"
Product Approval F'
(Zone 2r:
_x L.
x W:= ) -W:_
cos r=
F,y_
Product Approval F'
(Zone 3e:
_x L=xW:=_)-W:_Cos
r=F,1�
Product Approval F'
(Zone 3r:
_x L=
x W:=) _W;_
cos r=
F,sr_
Product Approval F'
_Where toObtain information
Description Symbol _T Where to find
Design Pressure Zones 1, 2e, 2n, 2r, 3e, 3r
From applicable table In RAS 127 or by an engineering analysts
_
prepared by PE based on ASCE 7
Mean Roof Height
H
Job Site
- — —
Roof Slope
�._
I
B
—
Job Site
--
Aerodynamic Multiplier
Restoring Moment due to 6raviry—
_ a
Ma
product Approval
Product Approval
Attachment Resistance
Mr
Product Approval
Required Moment Resistance
Mr
Calculated
Minimum Attachment Resistance
F'
Product Approval
i
Required Uplift Resistance
F,
Calculated
Average The Weight _
_
W
Product Approval
Tile Dimensions I
L=length W=width
Product Approval
— ---
_j
All calculations must be submitted to the building official at the time of permit application.
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