HomeMy WebLinkAboutAPPROVED, roof information 1601 mallard ctZ. La CLL
I., L
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
A, 8, C
A, B, C
A, B, D
A. B, D. E
A, B, D
As Applicable
Attachments Required
See List Below
- 1,2A,4,5,6,7
2,4,5,6,7
I A4,5,6,7
1,2.3,4,5,6,7 —
1,2,3,4,5,B,7
t ,2,4,5, 6,7
1,2,3,4,5,6,7
ATTACHMENTS REQUIRED As Applicable}_
1. Fire Directory Listing Page
I
2. From Product Approval:
Front Page
Specific System Description
Specific System Limitations
General Limitations
Applicable Detail Drawings
3. Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS M
4. other Component of Product Approval
5, Municipal Permit Application
5. Owners Notification for Roofing Considerations (Reroofing Only)
7. Any Required Roof Testing/Calculation Documentation
Form kooflnfoFeb21 Rev Feb 18. 2021
Section A (General Information)
Master Permit No.
Process No.
Contractors Name:�C45J�G CoQTi 7COJt1Aq LicenseNca.1330c l�l
Job Address I G a( M Q I In, c1 G: -
0 Low Slope
Cl Asphaltic Shingles
❑ New roof CI Repair
Low Slope Roof Area (SF) _
ROOF CATEGORY
Cl Mechanically Fastened Tile O Mortar/Adhesive Set Tiles
Metal Panel/Shingles Mood Shingles/Shakes
O Prescriptive BUR-RAS 150
ROOF ROOF TYPE.
❑ Maintenance A Reroofing ❑ Recovering
. ROOF SYSTEM INFORMATION
Steep Sloped Roof Area (SF)
Total (SF) S31 p
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.
ME
'
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mom
a
vMEE
SENSE
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nNEM
MEMOS
■OMEN
NONE
■
MESS
MENEM
MMISM•■
IMMEMEMEM
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IN
MONOMERS
NEON
NEM
MEMEMMIN
■ENEM
MEMMOM
IN
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EMNE■MMI
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ST. LUCIE
Section C (Low Slope Roof)
FIII 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:
Slope:
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
Surfacing:
Fastener Spacing for Anchor/Base Sheet Attachment'
Zone 1':—"
oc @ Lap, # Rows_ ®
_" oc
Zone 1,."
oc @ Lap, # Rows _ ®
— or
Zone 2—."
oc @ Lap, # Rows — 0
— o0
Zone 3:_"
oc @ Lap, It 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 16..
FT.
FT.
Top Ply Fastener/Bonding Material:
—L —
Parapet
Helaht
Mean
Roof
Height
ST. LUCIE
Section D (Steep Slope Roof System)
Roof -System Manufacturer;
Notice of Acceptance Number; Z ;D04
Minimum Design Wind Pressures, If Applicable (from RA5 127 nr Calculations):
It
Zone 1^�7 Zone 2e _�2onB 2n:_Zone 2rrl5 —2one 3e 1?14 Zone 3r71
Deck Type: I , �) tq U 0 oa
Roof Type Underiayment 4r SArC
12 Insulation:
- l
Fire Barrier: U c.t cam.•
Ridge Ven#7 tion7 Fastener Type & Spacing:
Ad
Adhesive Type:
Type Cap Sheet
Mears Roof Height: Roof Covering
Type & Sim Drip
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 Mi. If the Mi 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 a _� �— _x)L = �,Product
(Zone2: —xx_ -f+PProvalM
_1—Mg:—=M1ei— Product Approval Mr
(Zone 2n: _x1_= Mg:—_
Lim _ Product Approval Mi—
(Zone 2r: _xl—. _)_Mg:_=
(Zone3e: —x2.—= M'--- Product ApprovalMI
—j-M='—=M,g.` Product Approval M,
(Zone 3r: _X;L^. _j— Mg: —=Me— Product Approval M,
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (M,) From Table Below Product Approval Mi
_ M, required Moment Resistance' —
Mean Roof Height Roof Slope 15' i 20' 25— - r 40'
—
�— 2:12 _ 34.4 � 36.5
_T 38.2 30'
_ 39.7 42.2
1--_ _ .4
3:12 32.2 3436.0 37.4
4:12 3.
- �30A I 32.2_ 33.8_�_35.1 37.3
�
S:12 _ 28.4 301 _ 1 31.6 32.8 F34.9
26.4 28.0 29.4 30.5 _ 32.4�
- _ 7:12 _ ba
24.4 1 2S.9 _Y 27.1 _28.2 30.0
'Must be used in conjunction with a list of moment based tile systems —
• For Uplift based the systems use Method 3. Compare the values for F' with the values for Fr 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,i_ Product Approval F'
(Zone 2e: _x L_ x W -----j _yy._ cos r= F,k_ Product Approval F'
(Zone 2n: _x L =x W;=_j -W:— cos r= F,:"_ Product Approval F'
(Zone 2e _x L= x W:=_, _vy__ cos r__ F.n_ Product Approval F'
(Zone 3e: __x L_ x W:-_) -W:_ cos r= Product Approval F'
(Zone 3r. _x L =x W:=_) -W:_ cos r =Fn,_ Product Approval F'
—_ Where to Obtain Information - -- _
. .__ Description
— ---
Symbol
�— -- -
Wheretofind
Design Pressure
Zones 1, 2e, 2n, 2r, 3e, 3r
I From applicable table in RAS 127 or by an engineering analysis
Mean Roof Height
_
H
prepared by PE based on ASCE 7
-
_ _
Ji ob Site
Roof Slope _
6
Job Site
Aerodynamic multiplier _
Restoring Moment due to Gravity
_a
Mr_
Product Approval -- --�
rAt[xhmem
Product Approval
Resistance
Product Approval --- —
Required Moment Resistance
Mr�Calculated
— _ — -- —
Minimum Attachment Resistance I
—t
f'
---
Product Approval -I
Required Uplift Resistance
_-
—_ F,
-- — — -
1Calculated
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 appliption. -
—
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