HomeMy WebLinkAboutRoof Worksheet T LUCIE WORKS
Section D (Steep Slope Roof System)
Roof System Manufacturer: D 1�
Notice of Acceptance Number: FL 9 ISS
Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations):
ne n: one r: 4(4 .�a
Deck Type: �NpOd SIK-
Type Underiayment �I u �--
Roof Slope:
' 12 Insulation:
Fire Bamer:
Ridge Ventilation? Fastener Type&Spacing: L C d) NQ 13
►� G
l.�ifVlC�.lr��l
Adhesive Type:
Type Cap Sheet N . Fv
Mean RocfHeight: Roof Covering: to1a-tc�ca(
Type&Size Drip j � An
Edge.
Section A (General Information)
Master Permit No. Process No.
Contractors Name: 50hR t V � � License# ` _)04 I
Job Address 4� � � N 9 cl c { !mod
ROOF CATEGORY
❑L�w Slope ❑Mechanically Fastened Tile ❑Mortar/Adhesive Set Tiles
1�Asphaltic Shingles ❑Metal Panel/Shingles ❑Wood Shingles/Shakes
❑ Prescriptive BUR-RAS 150
ROOF ROOF TYPE_
❑ New roof ❑ Repair ❑ Maintenance 'Reroofing ❑Recovering
ROOF SYSTEM INFORMATIO
Low Slope Roof Area(SF) Steep Sloped Roof Area (SF) 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.
C_ 'I ooF-jftq AWtc mnn -k
YFry'^•
400F AREAi �
)5337 TWIN BEECH PKWY PORT.ST LUCIE '
of Area 57.57
6.90 sgft
al Slopes: 9• `` '..32.48`
3066.90 sqft
705.38 '
r �
686
{ 849.48
448.68
! 94.65 ,'J
� 4 ,
178.66
i
� I
f
Planning & Development Services Department
� Building &.Regulations Division
° - Product Review Affidavit
Building Permit# Owners Name Applicant:
Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment
Pressures Design Pressure Number Type
Windows
Mullions
Fixed Glass
Block Glass
Skylights
Sliding Glass Doors
Swing Type Doors
French Doors
Garage Doors
Hurricane Protection
Roof Ventilation
Roofing Material K �
l� v t� 1f-S IFL I�b3S5��
Revised 07/22/2014
I have reviewed the above components or cladding and I have approved t eir use in this structure. These products provide adequate resistance to the
wind loads and forces specified by current code provisions.
Name: Signature: seal
Design Prof: Cert.No. Date: