HomeMy WebLinkAboutGENERAL INFORMATION SECTION A -
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Section A (General Information)
Master Permit No. Process No.
Contractors Name: R.A. Reymann Inc License# CCC1330169
Job Address 7349 Marsh Terr Port St Lucie FL 34986
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ROOF CATEGORY
❑Low Slope dig Mechanically Fastened Tile ®Mortar/Adhesive Set Tiles
L ❑Asphaltic Shingles ❑Metal Panel/Shingles ❑Wood Shingles/Shakes
❑ Prescriptive BUR-RAS 150
ROOF ROOF TYPE_
❑ New roof ❑ Repair ❑ Maintenance 11 Reroofing ❑Recovering
ROOF SYSTEM INFORMATION
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Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) 6/12 Total(SF)UQ
( Sectio oof 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) Surfacing:
Fill in specific roof assembly components and identify
Fastener Spacing for Anchor/Base Sheet Attachment:
manufacturer Zone 1':—"oc @ Lap,#Rows.—®=oo
(if a component is not used,identify as"NA") Zone 1:_"oc @ Lap,#Rows_@�oc
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System Manufacturer: '- o I__ eA��:5 S Zone 2:_._ oc @ Lap,#Rows,—®—oc
^, Zone 3:_.._."oc @ Lap,#Rows., ®=or
Product Approval No.: I""1 U 3 ` ) 0
f I r I Number of Fasteners Per Insulation Board:
Design Wind Pressures,From RAS 128 Or Calculations: Zone 1': Zone 1: Zone 2: Zone 3:�.
Zone 1':—Zone 1: Zone 2:,Zone 3: Illustrate Components Noted and Details as Applicable:
Max. Design Pressure,from the specific product approval Woodblocking, Gutter, Edge Termination, Stripping,
system: Flashing, Continuous Cleat, Cant Strip, Base Flashing,
Counterflashing,Coping,Etc..
Deck: Indicate: Mcan Roof Height, Parapet Height, Height of Base
Type: G ���( z t(�LL� �'C�� ,b,Com Flashing onent Material Material'Thickness,Fastener
Type,Fastener Spacing or Submit,Manufacturers Details that
Gauge Thickness: Comply with RAS 111 and Chapter 16..
Slope: �O��2—
Anchor/Base Sheet&No.df Ply(s):
Anchor/Base Sheet Fastener/Bonding Material: - - FT.---
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Insulation B4er:
Base Insultation Size and Thickness: Parapet
Base Insulation Fastener/Bonding Material: ". Height
Top Insulation Layer:S`xyWza�' '�Pk I.C!
Top Insulation Size and Thickness: FT.
Top Insulation Fastener/Bonding Material:
Mean
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Base Sheet(s)&No.of Ply(s): Roof
Base Sheet Fastener/Bondi g Material: Height
Ply Sheet(s)'&No.of Ply(s):
Ply Sheet Fastener/Bonding Material:
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Top Ply:
Top Ply Fastener/Bonding Material: w
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Section D(Steep Slope Roof System)
Boral Plantation Smooth Tile
Roof System Manufacturer:
Notice of Acceptance Number:
j 21-0420.07
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: LCDX Plywood
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Type Underlayment: GAF stormgbard
Roof Slope:
12 Insulation:
Fire Barrier:
Ridge Ventilation? Fastener Type&Spacing: 611 o.c quick drive screws
Adhesive Type:
Type Cap Sheet:
Mean Roof Height: =�2 Roof Covering: Smooth the
Type&Size Drip 3x3 galvalume 1.
Edge: -
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ST. LUCIE
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 Mrvalues,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 = _)-Mg: =M,1 Product Approval M,
(Zone 2e: x _ _)-Mg: =M,241 Product Approval Mf
(Zone 2n: x.X = -a--Mg: =Mom, Product Approval Mf
(Zone 2r: x _ _)-Mg: =M2i Product Approval Mf
(Zone 3e: - X _ Mg: =Mf Product Approval Mf
(Zone 3r: X IL - ^)"Mg. =Mr& Product Approval Mf
ethod 2 'Simplified Tile Calculations Per Table Below" 30.9
Required Moment of Resistance(Mr)From Table Below -6. Product Approval Mf 21-0420.07
Mr required Moment Resistance*
Mean Roof Height Roof Slope 15' . 20' 25' 30' 40'
2:12 .4 36.5 38.2 - 1 - 39.7 42.2
3:12 32.2 34.4 36.0 I 37.4 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 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 Fr values,for each area of the roof,then the the attachment method is acceptable.
Method 3"Uplift Based Tile Calculations Per RAS 12T
(Zone 1: x L =x W:= )-W: cos r =Frl Product Approval F'
(Zone 2e: x L =x W:= )-W: cos r =Fr2e Product Approval F'
(Zone 2n: x L =x W:= )-W: cos r =Fr2r, Product Approval F'
(Zone 2r: x L =x W:= )-W: cos r =Fr2r Product Approval F'
(Zone 3e: x L =x W:= )-W: cos r =Fr3e Product Approval F'
(Zone 3r: x L =x W:= )-W: cos r =Fr3r Product Approval F'
Where to Obtain Information
�- Description Symbol -- - ----- -Wheret-find -- -' __-_ 1
Design Pressure Zones 1,2e,2n,2r,3e,3r f 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 8 lob Site
Aerodynamic Multiplier a Product Approval
Restoring Moment due to Gravity Mg .Product Approval
!Attachment Resistance Mf Product Approval
Required Moment Resistance Mg Calculated
Minimum Attachment Resistance F' Product Approval
Required Uplift Resistance Fr T_ Calculated _J
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.