HomeMy WebLinkAboutProduct Approval EVALUATION REPORT OF
UNION CORRUGATING COMPANY
1
26 GA.ADVANTAGE-LOK II'
FLORIDA BUILDING CODE 7TH EDITION(2020)
FLORIDA PRODUCT APPROVAL
FL 20484.2-R2 '
ROOFING t,j
METAL ROOFING
REVIEWED FOR
Prepared For: CODE COMPLIANCE
Union Corrugating Coma
701 S. King St. p ST' -..1CIE COUNTY
Fayetteville,NC 28301 BOCC
Telephone: (910)483-0479 ����
Fax: (910)483-1091
Fil+- Cop-.,
Prepared By:
Bala Sockalingam,Ph.D.,P.E.
Florida Professional Engineer#62240
1216 N Lansing Ave.,Suite C
Tulsa,OK 74106
Telephone: (918)492-5992
FAX: (866)366-1543
This report consists of
Evaluation Report(3 Pages including cover) ;JIM11111,t
Installation Details (1 Page) 1epti'SGGKAL/ty '''�`
moo`°`r.Q'•'�G�N SF•��?j�'=_
w��`:• No 62240 f~
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Report No. C2401-2 p-a'• pF '. ``w
Date: 10.10.2020 �T aT E
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FL 20484.2-R2
C2401-2
10.10.2020
Page 2 of 3
Manufacturer: Union Corrugating Company
Product Name: Advantage-Lok II Panel
Pao Description: Max. 16" wide coverage with 1" high ribs
Materials: Minimum 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653)
or Galvalume coated steel (ASTM A792) or painted steel (ASTM
A755). Corrosion resistant as per FBC 2020 Section 1507.4.3.
Deck Description: Min. 7/16" thick OSB or min. 15/32" thick APA rated plywood or
min. 3/4' thick wood plank (min SG of 0.42) for new and existing
constructions. Designed by others and installed as per FBC 2020.
New Underlayment: Minimum underlayment as per FBC 2020 Section 1507.4.5.1.
V/,/Required for new construction.
Existing Underlayment: One layer of asphalt shingles over one layer of#30 felt. For reroofing
(Optional) construction only.
Slope: 1/2:12 or greater in accordance with FBC 2020 Section 1507.4.2.
Requires applied lap sealant for roof slopes less than 2:12.
Design Uplift Pressure: 30.0 psf at panel fastener spacing of 13-7/8" o.c. along seam
(Factor of Safety=2) 63. sf at anel fastener spacing of 9-1/4" o. seam
8.5 psf at pane as ene mg o - 8" o.c. along seam
112.5 psf at seam fastener spacing of 4-5/8" o.c. along seam with
3/16" diameter bead adhesive in panel seam
131.5 psf at seam fastener spacing of 4-5/8" o.c. along seam into min.
15/32" thick APA rated plywood with retainer strap
Panel Attachment: #10-12 pancake head wood screws along panel seam. Fasteners are
corrosion resistant as per FBC 2020 Section 1507.4.4. Fastener shall
be of sufficient length to penetrate through the deck a minimum of
3/8".
Retainer Strap: 5" wide, 24 ga., 50 ksi strap fastened to deck with 2 rows of#10-12 x
1" long pancake head screws at 12" o.c. spacing and 6" staggered. The
strap is continuous over the entire corner or edge roof zones. Prior to
the panel installation, two rows of 3/8" bead of adhesive are field
applied along the length of the strap and a row of 3/8" bead of
adhesive on the male leg of panel.
Seam Adhesive: Sikaflex-201 or APS 500 Advance Polymer Sealant. In lieu of
Sikaflex or APS sealant, adhesive with greater or equal tensile
properties may be used.
FL 20484.2-R2
C2401-2
10.10.2020
Page 3 of 3
Test Standards: Roof assembly tested in accordance with UL580-06 `Uplift Resistance
of Roof Assemblies' & UL1897-04 `Uplift Tests for Roof Covering
Systems' or TAS 125-03 `Standard Requirements for Metal Roofing
Systems'.
Test Equivalency: The test procedures in UL 1897-04 comply with test procedures
prescribed in UL 1897-12.
Code Compliance: The product described herein has demonstrated compliance with FBC
2020 Section 1507.4.
Product Limitations: Design wind loads shall be determined for each project in accordance
with FBC 2020 Section 1609 or ASCE 7-16 using allowable stress
design. The maximum fastener spacing listed herein shall not be
exceeded. This evaluation report is not applicable in High Velocity
Hurricane Zone. Refer to current NOA for use of this product in High
Velocity Hurricane Zone. Fire classification is not within scope of this
Evaluation Report. Refer to FBC 2020 Section 1505 and current
approved roofing materials directory or ASTM E108/UL790 report
from an accredited laboratory for fire ratings of this product.
Supporting Documents: UL580&UL1897 Test Reports
PRI Construction Materials Technologies
UCC-006-02-1 Rev 1,Reporting Date 2/10/12
TAS 125 Test Report
Farabaugh Engineering and Testing Inc.
Project No. T302-16, Reporting Date 11/16/16, Revised Date 1/18/17
Project No. T303-16,Reporting Date 11/16/16,Revised Date 1/18/17
Project No. T304-16, Reporting Date 11/16/16,Revised Date 1/18/17
DMMN Bl: IIELCED BY:
NEW UNDERLAYMENT SEE DETAILS 1 & 2 PANEL OVERLAP PANEL FASTENER ROOF PANEL PDT di a,E'$
0 MAX. 13-7/8" O.C. I
i
EXISTING UNDERLAYMENT OSB 7/16" THICK (MIN.) OR n
(OPTIONAL) EXISTING SHINGLES DECK ATTACHMENT AND BE PLYWOOD 15/32" THICK (MIN.) -
RAFTER/JOIST/TRUSS (OPTIONAL) SUPPORTS MUST
DESIGNED AND INSTALLED
AT MAX. 24 O.C. BY OTHERS A
TYPICAL PANEL INSTALLATION X-SECTION
NEW UNDERLAYMENT 3/8" BEAD OF (2) 3/8" BEAD OF #10-12 X 1" SCREWS PANEL FASTENER ROOF PANEL
ADHESIVE ADHESIVE 2 ROWS STAGGERED 0 MAX. 4-5/8" O.C.
0 6" O.C. i- O
U I,pj
W N'o
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I H VfU N
Z
II
n
RETAINER STRAP PLYWOOD 15/32" THICK (MIN.) ii ZE,.i�
DECK ATTACHMENT AND 5" WIDE, 24 GA 0 Y-?
SUPPORTS MUST BE U 6 o
DESIGNED AND INSTALLED RAFTER/JOIST/TRUSS Z BY OTHERS AT MAX. 24' O.C. i oCy'o^
PANEL INSTALLATION WITH RETAINER STRIP
MIN 26 GA. PANEL w z'#
z
Li
#10-12 PANCAKE HEAD a a x
WOOD FASTENER ALLOWABLE UPLIFT PRESSURE Y
NEW UNDERLAYMENT = n
EXISTING SHINGLES FASTENER MINIMUM SEAM RETAINER PRESSURE
(OPTIONAL) SPACING SUBSTRATE ADHESIVE STRIP (pSF) ¢ a '
-—-—-— —-—' ALONG RIB DIAMETER z a �
13-7/8" 7/16" OSB NONE NONE 30.0 0 2 �
9-1/4" 7/16" OSB NONE NONE 63.5 ¢ 3"
EXISTING UNDERLAYMENT 4-5/8" 7/16" OSB NONE NONE 78.5N
(OPTIONAL) DETAIL 1 OSB 7/16" THICK (MIN.) OR 4-5/8" 7/16" OSB 3/16" NONE 112.5 N - a
PLYWOOD 15/32 THICK (MIN.)
4-5/8" 15/32" PLY 3/8" 1 REQUIRED 1315 gi
SIKAFLEX 201
MIN 26 GA. PANEL OR EQUIVALENT
3/16 BEAD
GENERAL NOTES:
#10-12 PANCAKE HEAD 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE
WOOD FASTENER FLORIDA BUILDING CODE (FBC).
NEW UNDERLAYMENT 2. ROOF PANELS ARE SHALL BE 26 GA EFFECTIVE COVERING WIDTH OF
EXISTING SHINGLES OF PANEL = 16".
3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS
(OPTIONAL)
SPECIFIED ON THIS DRAWING.
4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT.
THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN
WIND LQADS ARE GREATER THAN THE ALLOWABLE WIND LOAD TABLE.
5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA
EXISTING UNDERLAYMENT BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM
AA N
(OPTIONAL) DETAIL 2 OSB 7/16" THICK (MIN.) OR REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. C2401-2
PLYWOOD 15/32" THICK (MIN.) 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS
REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. SHEET No.
1 of 1
i�a 5T. LUCIE ..
ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET
a
Florida Building Code 7th Edition (2020)
Based on Section 1525 of the Florida Building Code-Build
INSTRUCTION PAGE
COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING SHEET
APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW:
Required Sections of Attachments Required
Roof System the Permit Application See List Below
Form
Low Slope Application A,B,C 1,2,3,4,5.6,7
Prescriptive BUR-RAS 150 A,B,C 2,4,5,6,7
Asphaltic Shingles A,B,D 1,2.4,5,6,7
Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7
Metal Roofs A,B,D 1,2,3,4,5,6,7-
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 Applicable):
1. 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 applicable, RAS 127 or RAS 128
4. Other Component of Product Approval
5. Municipal Permit Application
6. Owners Notification for Roofing Considerations(Reroofing Only)
7, Any Required Roof Testing/Calculation Documentation
Form RooflnfoFeb21 Rev Feb 18,2021
ST. L' UCIE V'VORKS
Section A (General Information).
Master Permit No. Process No.
Ito✓.✓a✓L 6 L/17— /�Contractors Name: o Jd S p,AJ License# tlp
��.• ,�,
Job Address
M
ROOF CATEGORY
Lt�ow Slope ❑Mechanically Fastened Tile ❑Mortar/Adhesive Set Tiles
❑Asphaltic Shingles ❑Metal Panel/Shingles ❑Wood Shingles/Shakes
❑ Prescriptive BUR-RAS 150
ROOF ROOF TYPE.
C9Aew roof ❑ Repair ❑ Maintenance ❑ Reroofing QWrrecovering
ROOF SYSTEM INFORMATION
Low Slope Roof Area(SF) V5`0 Steep Sloped Roof Area(SF) Total(SF) 2 if O
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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ST. LUCIE WORKS
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 ® goo
(If a component is not used,identify as"NA") Zone 1:—"oc @ Lap,#Rows ® `0
System Manufacturer: /4 tkiAA 1C IMA rAl Zone 2:—" oc @ Lap,#Rows ® 00
Zone 3:�"oc @ Lap,#Rows ®�`0
Product Approval No.: �' ���� �2
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: Z-6 U Flashing, Continuous Cleat, Cant Strip, Base Flashing,
Counterflashing,Coping, Etc. .,
Deck: Indicate: Mean Roof Height, Parapet Height, Height of Base
Type: m t-nt L Flashing,Component Material, Material'Thickness, Fastener
Type,FastenerSpacing or Submit Manufacturers Details that
Gauge Thickness: _y Comply with RAS 111 and Chapter 16..
Slope:
Anchor/Base Sheet& No. df Ply(s):
Anchor/Base Sheet Fa�t FT
ener/Bondin M ter'al: f
.Aa
Insulation Base Layer:
Base Insultation Size and Thickness: Parapet
Base Insulation Fastener/Bonding Material: Height
Top Insulation Layer:
Top Insulation Size and Thickness: FT.
Top Insulation Fastener/Bonding Material:
Mean
Base Sheet(s)& No.of Ply(s): Roof
Base Sheet Fastener/Bonding Material: Height
Ply Sheet(s)'&No. of Ply(s):
Ply Sheet Fastener/Bonding Material:
Top Ply:
Top Ply Fastener/Bonding Material:
ST. L'UCIE WORKS
Section D (Steep Slope Roof System)
!}I,4-TIC A4LT? ZS L4
/�T
Roof System Manufacturer: u,�,..�Qrr 'JAC,7(
Notice of Acceptance Number:
Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations): -`7
Zone 1: Zone 2e: Zone 2n: Zone 2r:_Zone 3e�JZone 3r: (Z I C
Deck Type: ( S L Side G-P
Type Underlayment:
Roof Slope:
12 Insulation: �R
Fire Barrier:
Ridge Ventilation? Fastener Type &Spacing: 3 141
Adhesive Type:
Type Cap Sheet
Mean RoaF Height: Roof Covering:
Type&Size Drip
Edge:
ST. LUCIE WORKS
Section E(Tile Calculations) /L)/
For Moment based the systems,choose either Method 1 or 2.Compare the values for Mr with the values from Mf.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 k = _�-Mg ;M„ Product Approval Mi
(Zone 2e: _ X k ` -a_M9: =Mra Product Approval Mf
(Zone 2n: x k = _�-Mg Man Product Approval Mf
(Zone 2r. X k = _�-Mg: =Mar Product Approval Mf
(Zone 3e: x k = _)-Mg: =Mt3, Product Approval Mf
(Zone 3r. x k = ---J-Mg: =Mr& Product Approval Mf-
Method 2"Simplified Tile Calculations Per Table Below"
Required Moment of Resistance(Mr) From Table Below Product Approval Mf
Mr required Moment Resistance*
ft
oof Slope 15' 20' 25' 30' 40'
34.4 36.5 38.2 39.7 42.2
32.2 34.4 36.0 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 the 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 tile attachment method is acceptable.
Method 3"Uplift Based Tile Calculations Per RAS 12T
(Zone 1: x L =x W:= -W: cos r =Fri 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 =Fr2n 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 Where to find
Design Pressure From applicable table in RAS 127 or by an engineering analysis
g Zones 1,Ze,2n,2r,3e,3r
prepared by PE based on ASCE 7
Mean Roof Height H Job Site
Roof Slope 0 Job Site
Aerodynamic Multiplier a Product Approval
Restoring Moment due to Gravity M, Product Approval
Attachment Resistance Mf Product Approval
Required Moment Resistance Mg Calculated
Minimum Attachment Resistance F' Product Approval
Required Uplift Resistance Fr Calculated
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.