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ST. L-UCIE WORKS
Section A(General Information).
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Master Permit No. Process No.
Contractors Name: 53
,lob Address—
ROOF CATEGORY
E7 tow Slope Mechanically Fastened Tile 13 Mortar/Adhesive Set Tiles
d'Asphaitic Shingles pxMetal Panell$hingies Mood Shingles/Shakes
0 Prescriptive SUR:RAS 150
ROOF ROOF TYPE.
D New roof M Repair d Maintenance - $(Reroofing ❑Recovering
.RQOFSYMM INFORMATION
Low Slope Roof Area(SF) Steep Sloped hoof Area(SF) Total(SF) 9
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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�T. LUCI WORKS
Section C(Low Slope Roof) Surfacing:
Fill in specific roof assembly components and identify Fastener Spacing for Anchor/Base Sheet Attachment: I
manufacturer Zone l'' "oc @ Lap,#Rows._.®......:a? '
(if a component is not used,-identify as"NA") Zone 1• -.'oc @ LSp,#Rows
System Manufacturer: Zone 2:...._."oc @ Lap,#Rows
Zone 3:_..-."oc @ l.ap,#Rows.__._@
Product Approval No.:
Number af•Fasteners Per Insulation 6pard;
Design Wind Pressures,From RAS 128 Or Calculations: Zone 12:_.._.•.Zone 1:---•Zone 2:—. ,Zone 3_,._,.. �
Zone V: Zone 1"--Zone 2: Zone 3: illustrate Components Noted and Details as Applicable:
Max.Design Pressure,from the specific product approval Woodbiocking, Gutter, Edge Termination, Stripping,
System: Flashin& Continuous Cleat, Cant Strip, Base Flashing,
Counterfiashf0g,Coping,Etc...
Deck: Indicate:Mean Roof Height,Parapet Height,Height of Base
Type: Flashing,Component Material,Material'Thickness,Fastener
Gauge Thickness Type,Fastener Spacing or Submit Manufacturers Details that
Comply with RAS 111 and Chapter 16..
Slope,
Anchor/Base Sheet&No.df Ply(s):
Anchor/Base Sheet Fastener/Bonding Material: FT.
insulation Base Layer•.
Base insultation Size and Thickness: Parapet
Base Insulation Fastener/Bonding Material: Height
Top Insulation Layer:
Top insulation Size and Thickness: FT.
Top insulation Fastener/Bonding Material:
Mean I
Base Sheet(s)&No.of Ply(s): Roof
Base Sheet fastener/Bonding Material: Height
Ply Sheet(sr&No.of Ply(s):
Ply-Sheet Fastener/Bonding Material: i
',Top Ply:
:
Top Ply Fastener/Bonding Material:
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1'0' LUCIE WORKS
Section,D(Steep Slope Roof System) j
Roof System Manufacturer: l�Lr �0� n 1�ii1 f�A1P
Notice of Acceptance Number:
Minimum Design Wind Pressures,If Applicable(From'iRAS 127 or Calculations):
Zone line 2e:__._Zone Zn: Zone 2r.=262one$e:_ __Zone 3r:
DedkType: 1 1,v as
Rapt`.SlopeType undedayment �� G
InsuMom
Fire Barrier:
RidgeVe aROO FWener'"eSSpachlg:
N I �•inc one 1
Adhesive lYpe: ,
Type Cap Sheet:
. R
r
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Mean Roc'Hetght: '1164-at i-L Roof•Coveriri
5v
Type$Sias Drip el Al
• Edge:
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LUCIE W*OR S
Section E(Tile Calculations)
For Moment based tilesystems,choose eltherMethod 1 or 2.Compare the values for Mrwith thevalues from Mt.If the Mfvalues
are greater than or equal tdthe Mrvalues,for each area of the roof,then the the attachment method Is acceptable.
Method 1'Moment Based T€le Calculations Per RAS 12T
(Zone 1: X� _ `�..M8; = �. Product Approval M
(Zone2e: - . x1, ; a ��MB: �M Product Approval Mi
(Zone In- x1.,w,= ..�•-Mi�:.�.aM�,....... Product Approval Mr.-.=---
(Zone2r: X#% =. ��-Mg:,___.=M& Product-Approval Mt '
(Zone3e: .,,,,_x)- - - ProductApprovatM&
(zone3r. x2. ---a" _ Product Approval Mr
Method 2"Simplified file Calculations Per Table Below"•
Required Moment of Resistance(mr)From Table Below Product Approval Mf.`.__,.
Mr required Moment Resistance*
Mean Roof Height Roof Stope 15' 20' 25, 3o, 401
2:12 34:4 36.5 38.2 39.7 42.2
3.12 32.2 34.4 36.0 37A 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 30.5 32.4
7:12 24.4 25.9 27.1 28.2 30.0
'Must be used in conjunction with a list of moment based tife 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 tlfa or
equal to the Fr values,for each area of the roof,then the tale attachment method is acceptable.
Method 3"Uplift-Based 111e Calculations Per RAS 1ZT
(Zone 1: x l� =x W "}W: cos r =Fn Product Approval F'
(Zone 2e x L =x W:___j VV: cos r =Frzs Product Approval F'_„_,�,
(Zone 2n: x L =at W:=__-J-W: cos r aFru+ Product Approval Fr
(Zone 2r: x L x W:=„___j W: cos r =Far Product Approval F'
(Zone 3e: x L =x W _____j-W: cos r =Frse Product Approval Fr�_,
(Zone3r:" _}cL cxW--„�W:,,.,____cosr =Fr3r Product Approval Fr
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 ASC87 1
Mean Roof Height H' lob Site
Roof Slope 8 Job Site
Aerodynamic Multiplier a Product Approval
Restoring Moment due to Gravlty Ma Product Approval '
Attachment Resistance Mr Product Approval
Required Moment Resistance me Calculated'
Minimum Attachment Resistance F' Product Approval
Required Uplift ResWance Fr Calculated
Average Tile Weight W Product Approval
rile Dimensions L-length W r vAdth Product Approval
• All calculations must be submitted to the buflding official at the time of permit appllcation.