HomeMy WebLinkAboutroof info 2305 river hammock lnST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET
Florida Building Code 7th Edition (2020)
Based on Section 1525 of the Florida Building Code - Building
INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING SHEET
APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED
BELOW:
Roof System
Low Slope Application
Prescriptive BUR-RAS 150
Asphaltic Shingles
Concrete or Clay Tile
Required Sections of
the Permit Application
Form
Attachments Required
See List Below
1,2,3,4,5,6,7
2,4,5,6,7
1,2,4.5,6,7
1,2,3,4,5,6,7
Metal Roofs A, B, D j
i,2.3,4,5,6,7
Wood Shingles and A, B, D 1,2,4,5,6,7
Shakes
Other As Applicable 1,2,3,4,5,6,7
ATTACHMENTS REQUIRED As � pplicahle):
j. Fire Directory Listing Page
2. From Product Approval
Front Page
Specific System Description
Specific System Limitations
General Limitations
Applicable Detail Drawings
3_ Design Calculations per Chapter 16, or if app lcable, RAS 127 or RAS 128
4. Other Component of Product Approval
5. Municipal Permit Application 111
6. Owners Notification for Rooting Consideratipns (Reroofing Only)
7. Any Required Roof Testing/Calculation Doc�mentation
Form RoaflnfoFeb2i Rev Feb 18, 2021
A, B, C
A,B,C
A,B,D
A,8,D,E
Section A (General
Master Permit No.
Contractors Name: �eSQta. CQQIIsa> II /I pp� License
JobAddress�_g1 iVQ.r 14cme,nr v L.►1
❑ Low Slope
❑Asphaltic Shingles
0 New roof ❑ Repair
Low Slope Roof Area (SF) _
ROOF CATEGORY
❑ Mechanically Fastened Tile
❑ Metal Panel/Shingles
O Prescriptive BUR•RAS 15
ROOF ROOF TYPE.
❑ Maintenance
. ROOF SYSTEM INFORMATION
Steep Sloped Roof Area (SF) _
Section B (Roof Plan)
Sketch Roof Plan: Illustrate all levels and sections, roof drains, sc
Include dimensions of sections and levels, clearly identify dimensions of
v:`•
)n)
Process No.
❑Mortar/Adhesive Set Tiles
OWood Shingles/Shakes
❑ Recovering
Total (SF) LZO-7
overflow scuppers and overflow drains.
I pressure zones and location of parapets.
L t 2 t^ fits
Section Clow Slope Roof) Surfaci{tg:
Fill in sped is roof assembly components and identify Fastelr Spacing for Anchor/Base Sheet Attachment
manufacturler
Zone ':_" oc @ Lap, # Rows_ 0 _• oc
System Ma ufacturer. a compo ent is rat used, identify as "NA") Zone :_...." oc @ Lap, # Rows _ 0 _ oc
Sy _ Zone oc @ Lap, # Rows _ 0 _ oo
Product Apl roval No.: Zone 1, oc @ Lap, # Rows_ 0 oo
Design Wind Pressures, From RAS 128 Or Calculations:
Zone 1': _ Zone 1: _ Zone 2: _Zone 3: _
Max. Design Pressure, from the specific product approval
system:
Deck:
Gauge
Slope:
Insulation
Base Insul
Base lnsul
& No. of Ply(s):
Fastener/Bonding Material:
Layer:
Size and Thickness: _
Fastener/Bonding Material:
Top Insulatiojl Layer:
Top Insulation Size and Thickness:
Top Insulation Fastener/Bonding Material:
Base Sheet(s) & No. of Ply(s):
Base Shee F tener/Bonding Material:
Ply Sheet(s)' No. of Ply(s):
Fas
Ply Sheet t ner/Bonding Material:
Top Ply:
Top Ply Faste er/Bonding Material
Numb of Fasteners Per Insulation Board:
Zone one 1:_Zone 2:_Zone 3:
Illustra a Components Noted and Details as Applicable:
Woodb ocking, Gutter, Edge Termination, Stripping,
Fiashin , Continuous Cleat, Cant Strip, Base Flashing,
Counte flashing, Coping, Etc.,
Indicat : Mean Roof Height, Parapet Height, Height of Base
Flashin Component Material, Materiel' Thickness, Fastener
Type,F stener Spacing or Submit Manufacturers Details that
Comply ith RAS 111 and Chapter 16.
FT.
i I
Parapet
Height
FT.
Mean
-- Roof I
Height
Section D (Steep Slope Roof System)
Roof System Manufacturer:
Notice of Acceptance Number:
r� d.0.9 am - k
Minimum Design Wind_ Pressures, If Applicable (From RAS 127 or Ca
Zone 1 7Sione 2e �q 11 Zone 2n:_Zone 2r:-
Roof Soper.
_r : 12
Ridge Ventilation?
-K1/ A
Deck Type:
Type Underlayment
lnsulatiorr
Fire Barrier:
Fastener Type & Spa
Adhesive Type:
Type Cap
Mean Roof Height: _ 01 5� a..�
3e:_Zone 3r: 1 t a
SCre-s
Roof Co ng: 54Aed;t`,\ SCn,ws�
TYPE Sim Drip
Edge
Section E ale Calculations)
For Moment based tile systems, choose either Method 1 or 2. Compar
are greater than or equal to the Mrvalues, for each area of the roof, t
Method 1'Moment Based Tile Cal(
(Zone 1: _ x 1(Zone 2e: .
)-Mg.._=Mn_
(Zone 2n: _x)L__=—Mg:_=M®,_
(Zone 2r: _x)._= _ I- Mg: _=M�_
(Zone 3e: _xx = _J- Mg: _=M,s,_
(Zone 3r: —xA_r --j- mg:
_=M,s_
Method 2 "Simplified Tile Calculatic
Required Moment of Resistance (Mr) From Table Below
-- __ _ _rodu(
_ _Mr required Moment Resistance
Mean Roof Height Roof Slope is' -i 20 25'
_
_. 2:12 — _34.4 36.5 - -
3:12 32.2 34.4 --
- -_ _ _
4:12 -T 336A
- _32.2_ 33.1
_5:1_2 28.4 30.1 _ 31.E
--. 6:12 26.4 28A '
7:12 --- �- -- 29.4
_ _ 24.4 _ 25.9 � _ 27.1
'Must be used in conjunction with a list of moment based file systems
• For Uplift based tile systems use Method 3. Compare the values for F'
equal to the F, values, for each area of the roof, then the tile attachmer
Method 3 "Uplift Based Tile Calculat
(Zone 1: x L_ x W;=_) -W;__ cos r_ Fr_
(Zone 2e: —x L= x W:-_--j -W:—cos r; F,ze
(Zone 2n: `-x L^ x W:_ -
(Zone 2r: T_x L =x W:= ) _yy:_ cos r_
(tone 3e: x L__ =F,zr-
=x W:=I-W:__ Cosr =Fee
(Zone 3r: x L=x W:=_) -W: cos r =F,s,_
Where to Obtain Information
- Description_ -
_Symbol --
- _ --
Design Pressure
Zones 1, Ze, 2n, 2r, 3e, 3r
From applic
Mean Roof Height
-- - - ----
H
Prepared by
fJob
I Roof Slope -
--
Site -
--
Aerodynamic Multiplier
- B
a
Job Site
- -
P oduct
CRestoring Moment due to Gravity
_ --
App
-
--- --1-
Attachment Resistance
M s
Product App
- -
-.
Required Moment Resistance
Mr
_ _ _ _
Product App
--
Minimum Attachment Resistance
_ Ms _
Calculated
Required Uplift Resistance
F'
—
F
Product Appr--
- --
(Average Tile Weight
- - — _
Calculated
- — — - —.—
Tile Dimensions I
__ W _
L = length W = width
Product Appr
_ _ Product Appr
All calculations must be submitted to the building official at the time of
permit applic
ie values for M, with the values from Mr. lithe M, values
i the tile attachment method is acceptable.
itions Per RAS 12T
Product Approval M
Product Approval Mr.
Product Approval M.
Product Approval Mr
Product Approval M.
Product Approval M.
Per Table Below"
,pproval Mr
y _30'
-
_- 39.7
.
I 37.4
_42.2
39.8 1
_ 35.1 --
_
37.3 1
34.9
3D.5_
32.4
_ 28.2
30.0-�
ith the values for F, if the F' values are greater than or
method is acceptable.
,ns Per RAS 12T
Product Approval F'
- Product ApprovalF' _
Product Approval F'
Product Approval F'
- Product ApprovalF'
Product Approval F'—
Where -to find
le table in RAS 127 or by an engineering analysis
_based on ASCE7 -