HomeMy WebLinkAboutAPPROVED Project Information6
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Section A (General Information).
Master Permit No. Process No.
Contractors Name: �{�l;E,fJrG C r_d I!'�License g
JobAddresti Ciao'
ROOF CATEGORY
E7 tow Slope 0 Mechanically Fastened Tile n Mortar/Adhesive Set Tiles
CXAsphaltic Shingles jimetal Panel/$hingies Mood Shingles/Shakes
0 Prescriptive BUR:RAS 150
ROOF ROOF TYPE.
13 New roof 12 Repair d Maintenance - Pf Reroofing Q Recovering
ROOF SYMM INFORMATION
Low Slope Roof Area (SF) Steep Sloped hoof Area (SF j Total (SF)
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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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 Calculations:
Zone V: Zone IL_... --Zone 2: Zone 3,
Max. Design Pressure, from the specific product approval
system:
oe&-
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 Piy(s):
Base Sheet fastener/Bonding Material:
Ply Sheet(sr & No. of Piyls):
Ply -Sheet Fastener/Bonding Material:
,Top Ply:.
Top Ply Fastener/Bonding Material:
t
Surfacing:
Fastener Spacing for Anchor/Base Sheet Attachment: f
Zone ' " oc @ Lap, # Rows._. ®......: �?
9.''
Zone 1• - " oc @ Lap, # Rows ® ' eo
Zone 2:...._." oc Lap, # Rows ® ° oo '
Zone 3:_...." oc l.ap, # Rows.__._ @ "ao "
Number of.Fasteners Per Insulatfon 6pard;
Zone 12:_.._..Zone 1-.--2one 2:_._,7one 3_,._,..
illustrate Components Noted and Details as Applicable:
Woodbiocking, Gutter, Edge Termination, Stripping,
Flashin& Continuous Cleat, Cant Strip, Base ' Flashing,
Counterflashftlg, 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. .
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1.' LUCIE WORKS
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Section D (Steep Slope Roof System) ¢ j
Roof System Manufacturer: ✓ l�Lr �0� ri 1 �fi� f�A� ,
Notice of Acceptance Number:
�Gaa4�H
Minimum Design Wind Pressures, If Applicable (From•iRAS 127 or Calculations):
Zone done 2e:.._.—Zone Zn: Zone 2r. - a n 2one Se,* --- —Zone 3r. - 9�
Dedk,jpe: J.t� •,,,, �a a--r--�•
Rapt`. SlopeType Undedayment �� G
Fire Barrier:
RidgeVe aROO FWener'"eS5pechlg:
N f��nc one 1
Adhesive'type:
Type Cap Sheet:
. R
Mean Roc'Height: 161.5ta4e i ROOHlovedn
Typ® $ Size Drip �l at• ay+
• Edge:
�'. LUCIE W* ORKS
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� _ `�.. Ms; = fild _ Product Approval ML
(Zone2e: _ . x1,;a ��MB: �MProduct Approval Mi •
(Zone In- x1.,w,= _-�i-Mir._.aM�,...._. Product Approval
(Zone 2r: X #% cR Mg: ,_. m M& Product -Approval Mt '
(Zone3e: ;.,,,,_x)s - -ProductApprovatMr.
(zone3r. x2. ---a" _ Product Approval Mr
Method 2 "Simplified file Calculations Per Table Below"•
Reauired Moment of Resistance (M►) From Table Below Product Approval Mf...._.,__,
Mr required Moment Resistance*
Mean Roof Height Roof Stope
15'
20'
25,
30'
40'
21.12
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
S 12
28.4
301
31.6
32.8
34.9
6:12
28.4
28.0
2
9.4
30.5
32.E
7:12
24.4
25.9
27.1
28.2
30.0
'Must be used in conjunction with a list of moment based tale 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
equal to the Fr values, for each area of the roof, then the the 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=FrxsProduct Approval F'_„_,��
(Zone 2n: x L
=at W*.=---J -W:
cos r aFru+ Product Approval br
(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�_,
(Zone 3r:_ _XL
cxW--„� W:,,.,____cosr
=Fr3r ProductAppmvalF'
Where to obtain information
Descriptlon
Symbol
Where to find
Design Pressure
Zones 1, 2ef Zn, Zr, 3e, 3r
From applicable table in RAS 127 or by an engineering analysis
prepared by PE based on ASC87
Mean Roof Height
H '
lob Site
Roof Slope
8
lob Site
Aerodynamic Multiplier
a
Product approval
liestoring 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 Resistance
Fr
Calculated
Average Tile Weight
W
Product Approval
Tie Dimensions
L - length W r vAdth
Product Approval
All calculations must be submitted to the building official at the time of
permit application.
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