HomeMy WebLinkAboutAPPROVED Roof permit inormation sheet PouyatST. LUCIE WORKS
Section A (General Information)
Master Permit No.
Contractors Name: Le'si warol `ew gam- License #
Q11,I^ QA. I .f
Job
I Mow Slope
❑ Asphaltic Shingles
❑ New roof ❑ Repair
Low Slope Roof Area (SF) 65-0
ROOF CATEGORY
❑ Mechanically Fastened Tile
❑Metal Panel/Shingles
❑ Prescriptive BUR-RAS 15{
ROOF ROOF TYPE.
❑ Maintenance
- ROOF SYSTEM INFORMATION
Steep Sloped Roof Area (SF)
Process No.
❑ Mortar/Adhesive Set Tiles
Mood Shingles/Shakes
0 Reroofing ❑ Recovering
Total (SF)
015[
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.
ST. LUCIE WORKS
Section C (Low Slope Roofl
Fill in specific roof assembly components and identify
manufacturer
(If a component is not used, identify as "NA")
System Manufacturer: �✓a_/ ST
Product Approval No.: Ft— M631,1
�!.� C—h�f 0.rtn `^7
Design ind Pressure ,From RAS lEyy8 Or Calculations -
Zone 1': _ Zone 1: _ Zone 2: n7KOne 3: T
Max. Design Pressure, from the specific product approval
system: — —�?b•L;_n,
Deck:
Type: C. L% _ ...T
Gauge Thickness: _Z#
Slope:
Anchor/Base Sheet & No. df Ply(s): ��
Anchor/Base Sheet Fastener/Bonding Material:
Insulation Base Layer: /dc /so
Base Insultation Size and Thickness: a?re a%y
Base Insulation Fastener/Bonding Material:
41 a rr
Top Insulation La er: S C%G +•G iLoc,�
A
Top Insulation Size and Thickness:
Top Insulation Fastener/Bondii g Material:
/v �.,i #1
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 pacing for Anchor/Base Sheet Attachment:
Zone 1': " oc @ Lap, # Rows— @ _ 00
Zone 1: " oc @ Lap, # Rows — ® _ oo
Zone 2 " oc @ Lap, # Rows _ ®_° x
Zone 3 " oc @ Lap, # Rows— ®_ 00
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,
Counterflashin& 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..
ST. LUCIE WORKS
Section D (Steep Slope Roof System)
Roof System Manufacturer:
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
Raof Sbpe:
12 Insulation:
Fire Barrier:
Ridge Ve Iation7 Fastener Type & Spacing:
Adhesive Type:
Type Cap Sheet —�
Mean Roof` Height: Roof Covering:
Type & Si2B Drip
Edge:
ST. LUCIE WORKS
Section E (Tile Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mr with the values from Mr. If the Mf 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 Calculati'S(ns
Per RAS 12T
(Zone 1: _xx = — Mn _
I Product Approval Mh
(Zone 2e: _xt_= _�—Mg: _=M,�,_
I Product Approval Mf
(Zone 2n: _xJl_= ,�—fy(g;_=
Product Approval Mf
(Zone 2r: _x),_= _)—Mg:_=Mm_
Product Approval Mf
(Zone 3e: —x)L—=— Mg: _=M,,,_
Product Approval Mf
(zone 3r: _xx �Product Approval Mf
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (Mr) From Table Below Product Approval Mf
Mr required Moment Resistance*
Mean Roof Height Roof SlopeM28.4
20'
25'
30'
40'
2:12
36.5
38.2
39.7
42.2
3:12
34.4
36.0
37.4
39.8
4:12
32.2
33.8
35.1
37.3
5:12
30.1
31.6
32.8
34.9
6:12
28.0
29.4
30.5
32.4
7:12
25.9
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 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:=__j -W:
cos r
Fri_
(Zone 2e:
x L=
x W:=) -W:
cos r
Frx•_
(Zone 2n:
x L=
x W:=_) -W:
cos r
Fan_
(Zone 2r:
x L=
x W:=) -W:
cos r
Far_
(Zone 3e:
_x L=
x W:=_J -W:
cos r
Frs*_
(Zone 3r:
x L=
x W:=_) -W:_
cos r
Fr3r_
Product Approval F',
Product Approval F'_
Product Approval F'_
Product Approval F'_
Product Approval V.
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
B
Job Site
Aerodynamic Multiplier
a
Product Approval
Restoring Moment due to Gravity
M,
Product Approval
Attachment Resistance
Mf
Product Approval
Required Moment Resistance
M,
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 be submitted to the building official at the time of permit application.