HomeMy WebLinkAboutGENERAL INFORMATION SECTION AST. LUCIE
Section A (General information)
Master Permit No_
Process No.
Contractors Name: re-q _,D4.S-� i�?C i n� License 41 _ [.CE 1330 re'S 3
Job Address 7,;' cc)e�Q`f��
+B Low Slope
❑Asphaltic Shingles
❑ New roof ❑ Repair
Low Slope Roof Area (SF)
ROOF CATEGORY
❑ Mechanically Fastened Tile
❑Metal Panel/Shingles
❑ prescriptive BUR-RAS 150
ROOF ROOF TYPE.
❑ Maintenance
ROOF SYSTEM INFORMATION
Steep Sloped Roof Area (SF)
O Mortar/Adhesive Set Tiles
❑Wood Shingles/Shakes
Reroofing ❑ Recovering _
Total f SF) qF( F1A 4
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.
MEMEMMEMIN
IMMEMEMEME
ME
Nis
=197-PrIMEMEMEM
I
EMEMPI
EMMEM
11101MENINERIMMEEME
OMEN
EMEMOMEENNEMEMEEM
MEN
OMEN
MEEMNMMMNMM
MEN
Ir
ME
ME
MEN
MONEENEEN=N
MEN
EMEMEMEMEMEM
NONE
1111EM1MMEMMMMMMMMMM
OEM
ST. 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: 140eq. 2 40mo
Product Approval No.: re, 16 6 q2 yl
Design Wind Pressures, From RAS 128 Or Calculations:
Zone 1'--3-)7one 1: r V Zone 2^ gqrZone 3: f I S
Max. Design Pros ure, from the specific product approval'
system:
Deck:
Type; O /.QQ
Gauge Thickness:,'! C]
Slope: I a f* r✓ A—r�
Anchor/Base Sheet & No- df Ply(s):
Anchor/ ise Sh Fastener/Bon ing Material:
C IC
Insulation Base Layer: (t i e k
Base Insultation Size and Thickness: y" 1Re,1/
Base Insulation Fast e er/Banding Material:
'i Q_ei an� �S�iG�r! I" 4' Aic
Top Insulation Layer: LI W . A i J-Q Intlll,
Top Insulation Size and Thickness 1 tt 4 i G
-op insuullattiio-n Fasten er/fBonding Material:
!Q "C ola W iV
Base Sheet(s) & No- of Ply(s):
Base Sheet Fastener/Bonding Material:
Ply Sheet(s)' & No. of Ply(s):
Ply Sheet Fastener/Bonding Materia+:
Top Ply:
Top Ply Fastener/Bonding Material:
Surfacing:
Fastener Spacing for Anchor/Base Sheet Attachment:
Zone 1': " oc @ Lap, # Rows_ ®�' 0C
Zone 1:—" cc @ Lap, # Rows — 0 one
Zol " oc @ Lap, # Rows— @ oc
Zone 3:—" oc @ Lap, # Rows_.._ 0 oc '
Number of Fasteners Per Insulation Board:
Zone 1':_!&_Zone 1: Zane 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 Spacing or Submit Manufacturers Details that
Comply with RAS 1 11 and Chapter 16.
FT.
Parapet
Height
FT_
Mean
- Roof
Height
ST. LUCIE
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 Undedayment
' Roof Slope:
�— R121 insulation:
Fire Barrier:
Ridge Ventilation? Fastener Type & Spacing:
Adhesive Type:
Type Cap Sheet—`
Mean Roof Height: Roof Covering:
Type & Size Drip
Edge:
ST. LUCIE i
Section E (Tile Calculations)
For Moment based the 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 the attachment method is acceptable.
Method 1'Moment Based Tile Calculations Per RAS 12T
(Zone1: _x),__ _1— Mg; ,=M,.l_ Product Approval M
(Zone 2e: _xx`= _ I-Mg;_eMm_ Product Approval Mi—
(Zone 2n: _x)L_= _)-Mg:_aMm_ Product Approval Mr
(Zone2r:--xA—= _�- Mg: _=Me_ Product A
(Zone 3e: _x X—= �-Mg: __=M Approval Mr
rs__ Product Approval Mr
(Zone 3r: —X1—= ,j— Mg: _=Ill Product Approval Mi
Method 2 "Simplified Tile Calculations Per Table Below"
Required Moment of Resistance (Mr) From Table Below Product Approval Mi
Mr required Moment Resistance"
Mean Roof Height Roof Slope 15' i _ 20' _ 25' 30' _ 40' _
2:12 ._. _ _ 34.4 t 36.5 38.2 39.7 _ 42.2
_ :12 32.2_ 34.4 _ 3- 37.4 39.8
4:12 _ 30.a71
32:2 _
33.8 _ 35.1 37.3-1
5:12 I— 28.4 _ 30.1 — 31.6 _32.8 34.9 _y
6:12 26.4 28.0 --- 29.4 30.5 _ 32.4
7:12 24.4 f _25.9 —T _27.1 _28.2 30.0 _
'Must be used in conjunction wt -ha list of moment based the systems
• For Uplift based tile systems ust Method 3. Compare the values for F' with the values for F, If the F' values are greater than or
equal to the F, values, for each area of the root, then the tile attachment method is acceptable.
Method 3 "Uplift Based Tile Calculations Per RAS 12T
(Zone 1: x L= x W _) -W:_ cos r= F,:_ Product Approval F'
(Zone 2e: _x L— x W:=- -W: cos r_ f,z•_ Product Approval F'
(Zone 2n: _x L= x W:=) -W: cos r= F,z"_ Product Approval F'
(Zone 2r: _x L_ x W:=,_J -W: cos r= F,a_ Product Approval F'
(Zone 3e: _x LT x W:=�_) -W:_ cos r_ F,a._ Product Approval F'
(Zone 3r: _x L= x W:=_) -W:_ cos r =Fr3r_ Product Approval F'
Where to obtain Information -�
Symbol
mbol—
.__-. —. -.y Wheretofind
Design Pressure ones 1, 2e, 2n, 2r, 3e, 3r
From applicable table In RAS 127 or by an engineering analysis
prepared by PE oared on ASCE 7
Mean Roof Height H 'lob site
Roof Slope -- — — — 0 — Job Site
Aerodynamic Multiplierestproduct Approval
.CRoring Moment due to Gravity ~— Mr Product Approval -
�., 'Attachment Resistance Mr _ 1Product Approval —I
Required Moment Resistance Mr Calculateo
Minimum Attachment Resistance_ F' _ Product Approval
Required Uplift Resistance _ _ _ F. _ _ Calculated_
Average Tile Weight _ W Product Approval
Tile Dimensions L=length W=width P roduct Approval
All calculations must be submitted to th building official at the time of permit application