HomeMy WebLinkAboutROOF INFO 1605 BARTOW ST1: LlI c L 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:
Required Sections of
Attachments Required
Roof System
the Permit Application
See List Below
Low Slope
Form
Appiketion
A, B, C
1,4,3,4,8,8,7
Prescriptive BUR-RAS 150
A, B, C
2,4,5,6,7
Asphaltic Shingles
A, B, D
12,4,5,6,7
Concrete or Clay Tile
A, B, D, E
1,2,Bc4,15A7 -
Metal Roofs -- -
A, B, D
---- 1,2,3,4,5,6,7
Wood Shingles and
A, B. D
1,2,4,5,6,7
Shakes
Cher --
As Applicable
1,2A4.6,8,7
ATTACHMENTS REQUIRED As Applicable):
1. Fire Directory Listing Page
2. From Product Approval:
Front Page
Specific System Description
Specific System Limitations
1 General Limitations D
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%CalculatlonDocumentation
Form RoonnfoFeb21 Rev Feb 1B. 2021
Section A (General Information)
Master Permit No. Process No.
Contractors Name: Ytp,SljC% Cao1'f,_ i<00�ja% Ucenselt ftt 1330663
Job Address—) f-og �,'Oty+ow Al.
ROOF CATEGORY
0 Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tiles
JqAsphalticShingles 13 Metal Panel/Shingles OWoodShingles/Shakes
0 Prescriptive BUR-RAS 150
ROOF ROOF TYPE.
0 New roof ❑ Repair ❑ Maintenance It Reroofing 0 Recovering
ROOF SYSTEM INFORMATION
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 3 65
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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MEMO
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SIT 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 No.:
Design Wind Pressures, From RAS 128 Or Calculatlons:
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:
Top Ply Fastener/Bonding Material:
Surfacing:
Fastener Spacing for Anchor/Base Sheet Attachment:
Zone 1':—" oc @ Lap, u Rows_ O oo
Zone 1:—" oc @ Lap, M Rows _ O _ oa
Zone 2:_" oc @ Lap, k Rows _ O _ oo
Zone 3:_" oc @ Lap, ff Rows_ O 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 5paci ng or Submit Manufacturers Details that
Comply with RAS 111 and Chapter 16..
FT.
FT.
Parapet
Height
Mean
Roof
Height
ST. LUCIE
Section D (Steep Slope Roof System)
Roof System Manufacturer: —�)Gl Qahbr`i ��
Notice of Acceptance Number:
�L"30310-Q21
Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations):
Zone 1:iZone 2e:_Zone 2n:one 2r:�one 3e.-9y Zone 3r: —ii
Dock Type: { P I li �,,, a a A
type Underlayment
Ro7ftpe: Q
_ Insuladorc l
Fire Barrier:
afi n7 Fastener Type& Spacing: i a1n Gn .1..�
Adheshe Type:
Type Cap Sheet �—
Mean Roof He1gM:� Roof Covering 1�
Type BSim Drip oiXol �crQ .
Edoe:
S1 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 1: _ x )L — _ M<+— Product Approval M.
(Zone2e: �x1, : —Mg: —'_
—Mg::—=M
(Zone 2n: —M,_ Product Approval Mr
_x1 c �_=
(Zone 2r: _ x k Product Approval Mr
(Zone3e: —x1. =
>, —M9' M� —=Mm_ Product Approval Mr.
J_._
(Zone3r: —x—= _Mg;M 's'— Product Approval Mr
—-M9'—=Ma— Product Approval M,
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (Mr) From Table Below_ Product Approval M•
_ esistance• — —
r Mean RoM, required Moment R
of Height Roof Slo� 15' ! 20'— — — 2S —_ - —
2:12 34.4 Z 36_5 30 — 40'
2:12 34. �'2 39.7 42.2 _
r 34.4 36.0 I 37.4
4:12 30.4�_32.2 - 39.8
�— _ I 33.8 _ _35.1 37.3
_ — 5:12 28.4 30.1 31.6 35.8_ �-
6:12 -7-26.4 _ 34.9
_ _ 25.9 29A 30.5 32.4
_ 7:12 24.4 25.9 27.1
'Must be used in conjunction with o list of moment based file '— 28'� 30.0
• For Uplift based tile systems use Method 3. Compare the values forF' 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 RA512T
(Zone 1: _x L_x W:= _) -yy;__ cos r__ Fa_ Product Approval F' (Zone 2e: _x L_ x W:= PP
_I -W:_ cos r_= F,:Product Approval F' (Zone 2n: _xl_ x W _—Cos r__ Frz�_ Product Approval V.
_) -W:
(Zone L: _x l__ x W:=_ j _W:— cos r— -F,,,— Product A
(Zone 3e: _x L_ x W:= Approval F'
—)-W:_Cos r__ F,s._ Product Approval F' (Zone3r:__xl_=xW;=_)_W:_Cos r__ F,ar� Product Approval F'
_ —Where to Obtain Information -- - l
Description _— Symbol--
--__ Wheretofind
Design Pressure Zones 1, Ze, 2n, 2r, 3e, 3r From appllcable table in RA' 127 or by an e _ ngineering analysis
Mean Roof Height - prepared by PE based on ASCE 7
_ H glob Site -
I Roof Slope
=i
Aerodynamic Multiplier
Site
Multiplier ]-- _
_ Approval
Restoring Moment due to Gravity Product M-- __
i— _ i _ Product Approval
Attachment —�
(AttachResistance _I _ Mr l
_ Product Approval
.Required Moment Resistance Mc _--irCalculated —
Minimum Attachment Resistance! f' Product Approval — -- —
Requlred UpIIh Resistarxz F, �Gkulated —�
!Average Tile Weight W-
- — Product Approval —
Tile Dimensions _ —� L= length W =width Product -- ---
All pleuladons must be submitted t the building official at the time of Approval-
-_ permit application. -
- A