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Specialty Structurdl Er1C 1nL=Pr1f-iq CBUCK,Inc.Certificate of Authorization#8064
Evaluation Report
"Perma-Lock" RECEIVED
Aluminum Shingle
Metal Roof Assembly JUN 0 9 2021
St.Lucie County
Permitting
Manufacturer:
The Aluminum Shingle Company
102 S. Ellison St.
Layton, Utah 84041 �e ®�
for
Florida Product Approval
# FL 14667.1 R3
Florida Building Code 6th Edition (2017)
Method: 1 - D
Category: Roofing
Sub - Category: Metal Roofing
Product: "Perma-Lock" Roof Shingle Panel
Material: Aluminum
Panel Thickness: 0.019"
Panel Width: 18"
Support: Plywood Deck
Facsimile of digital copy signed by
Prepared b : James L.Buckner,P.E.
p y Electronically signed and sealed documents shall
James L. Buckner, P.E., S.E.C.B. comply with the provisions ofFAC Rule 61G15-23.
Florida Professional Engineer#31242 `` %II
Florida Evaluation ANE ID: 1916
Project Manager: Diana Galloway No31242
Report No. 17-137-PL-Al9W-ER
(Revises 15-157-PL-Al9W-ER,FL14667.1 R2)
Date: 11/ 10/ 17 T STATE OF
.�'�
"0NAL���`�
Contents:
Evaluation Report Pages 1—8 ?
2017.12.17 11:02:08-05'00'
CBUCK,Inc.dba CBUCK Engineering
Phone:(561)491-9927•Email:cbuck@cbuckinc.net•Website:www.cbuckinc.net
Business:1374 Community Dr.,Jupiter,FL 33458•Corp/Mailing:2637 E.Atlantic Blvd,#34069,Pompano Beach,FL 33062
FL#: FL 14667.1 R3
Date: 11/10/17 `
g Report No.: 17-137-PL-Al9W-ER
r Page 2 of 8
Sp=CIO- y Structural EflC�lf"1PPfIfICi CBUCK,Inc.Certificate of Authorization#8064
Manufacturer: The Aluminum Shingle Company
102 S. Ellison St.
Layton, Utah 84041
(877) 319-7999
https://www.permalockroofing-com/index.htm
Product Name: '; "Perms-Lock"
Product Category: Roofing
Product Sub-Category .Metal Roofing
Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d)
Product/System "Perma-Lock"Aluminum Shingle Roof Panel
Description: 9-1/4"x 18", 0.019"thick Aluminum shingle roof panel attached to Plywood Deck
Product Assembly as Refer to Page 4 of this report for product assembly components/materials &
Evaluated: standards:
1. Roof Panel
2. Panel Clip
3. Fasteners
4. Underlayment
Support Deck: Type:
Wood Deck
(Design of wood deck and its attachment to support framing is outside the scope
of this evaluation.)
Description:
• 19/32" or greater Plywood, or
• Wood plank deck(based on minimum density/specific gravity of 0.42)
Slope: 3 : 12 or greater
Minimum slope shall be in compliance with FBC Chapter 15 based on the type
of roof covering, applicable code sections and in accordance with
manufacturer's recommendations.
Performance: Wind Uplift Resistance:
Design Uplift Pressure(s): METHOD 1: - 22.5 PSF
(Refer to "Table A" attachment details herein) METHOD 2: - 60 PSF
Wind Driven Rain:
Method 1 Tested: Results: PASS
FL M FL 14667.1 R3
Date: 11/10/17
Report No.: 17-137-PL-Al9W-ER
Page. 3 of 8
N.
Specialty Structural Engineering CBUCK,Inc.Certificate of Authorization#8064
Performance Standards: The product described herein has demonstrated compliance with:
• UL580-06 — Test for Uplift Resistance of Roof Assemblies—with Revisions
through February 1998
• UL 1897-12—Uplift test for roof covering systems
• TAS 100-95 — Test Procedure for Wind and Wind Driven Rain Resistance of
Discontinuous Roof Systems
Standards Equivalency: The UL 580-94 & UL 1897-98 standard version used to test the evaluated product
assembly is equivalent with the prescribed standards in UL 580-06 & UL 1897-12
adopted by the Florida Building Code 6th Edition (2017).
Code Compliance: The product(s) described herein have demonstrated compliance with the
performance standards listed above as referenced in the current Florida Building
Code.
Evaluation Report Scope: This product evaluation is limited to compliance with the structural requirements
of the Florida Building Code, as related.to the scope section to Florida Product
Approval Rule 61G20-3.001.
Limitations and • Scope of"Limitations and Conditions of Use"for this evaluation:
Conditions of Use: This evaluation report for "Optional Statewide Approval' contains technical
documentation, specifications and installation method(s) which include
"Limitations and Conditions of Use"throughout the report in accordance with Rule
61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the
authority to approve products under"Optional Statewide Approval'.
• Option for application outside"Limitations and Conditions of Use"
Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific approval
by the local authorities having jurisdiction in accordance with the alternate
methods and materials authorized in the Code". Any modification of the product
as evaluated in this report and approved by the Florida Building Commission is
outside the scope of this evaluation and will be the.responsibility of others.
• This report is a building code product evaluation per FLPE rule (FAC) 61G15-36 to
comply with Florida product,approval rule (FAC) 61G20-3.This evaluation report is
part of the Florida Building Commission approval for the listed code related
criteria. This report,by James Buckner,P.E. and CBUCK Engineering is not a design
certification of code compliance construction submittal documentation, per FBC
section 107,for any individual structure,site specific or permit design.
• All metal components and fasteners shall be corrosion resistant in accordance with
applicable sections of FBC, including but limited to Sections 1504.3.2,'1506.6 and
1507.4.4.
• Design of support system is outside the scope of this report.
• Fire Classification is outside the scope of Rule 61G20-3, and is therefore not
included in this evaluation.
• This evaluation report does not evaluate the use of this product for use in the High
Velocity Hurricane Zone code section. (Dade&Broward Counties)
Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in
accordance with the Florida Building Code and Rule 61G20-3.0005 (3) for
manufacturing under a quality assurance program audited by an approved quality
assurance entity through UL, LLC(FBC Organization#: QUA 9625).
FL#: FL 14667.1 R3
Date: 11/ 10/17
Report No.: 17-137-PL-AI9W-ER
Page 4 of 8
N .
Speclalfiy Structural Engineering CBUCK,Inc.Certificate of Authorization#8064
Components/Materials Roof Panel: "Perms-Lock"
(by Manufacturer): Material: Aluminum
Thickness: 0.019" (min.)
Panel Dimensions: 9-1/4"x 18"
Alloy Type: 3105-H24(in compliance with ASTM B 209)
Yield Strength: 18 ksi min.
Corrosion Resistance: In compliance with FBC Section 1507.4.3
Panel Clips:
Manufactured By: AMSI Supply
Product Model: Two-Hole,Stainless Steel Bermuda Clip
Part# BC-2H-22-S
Type: One-piece,fixed clip
Material: Stainless Steel,Type 304
Thickness: 22 Gauge
Dimensions: 2.5"(tall)x 1.875"(wide)x 0.125" (thick)
Yield Strength: 40 ksi min.
Corrosion Resistance: Per FBC Section 1506.7 and 1507.4.4
Fasteners:
Type: Ring shank nail
Material: Aluminum
Size : 9 gauge, 1-1/4" (long)
Corrosion Resistance: Per FBC Section 1506.5
Standard: Per ASTM F 1667
Underlayment:
Material and application shall be in compliance with FBC Section 1507.1.1 and in
accordance with applicable code sections and manufacturer's recommendations.
FL#: FL 14667.1 R3
' N Date: 11/10/17
1 1� t� �,� Report No.: 17-137-PL-Al9W-ER
V 0 Page 5 of 8
Specllalty Structural Engtne�e�rtnq CBUCK,Inc.Certificate of Authorization#8064
Installation Method:
(Refer to drawings at the end of this evaluation report.)
Attach shingle to wood deck per"TABLE A" below and the following:
• Attach first row of shingles.
• Attach subsequent rows by interlocking adjacent shingles forming a lock.
• Attach shingles in a staggered pattern, offset subsequent courses by one-
half shingle.
■ Minimum fastener penetration thru bottom of support, 3/16".
■ For panel construction at the end of panels, refer to manufacturer's
instructions and any site specific design.
TABLE"A"
ALLOWABLE LOADS
METHOD 1: METHOD 2:
Design Pressure: -22.5 PSF -60 PSF
Fastener Spacing: 17-1/2" 17-1/2"
Attachment Type: Preformed Nail Tabs Panel Clip
#Nails Per Attachment: 1 2
Per Nail Tab per Clip
Notes:
• Allowable design pressure(s)for allowable stress design(ASD).
Install the roof panel assembly in compliance with the installation methods listed
in this report and applicable code sections of FBC 6th Edition (2017). The
installation methods described herein is. in accordance with the scope of this
evaluation report. Refer to manufacturer's installation instructions as a
supplemental guide for attachment.
Referenced Data: 1. UL 580-94/1897-98 Uplift Test
By PRI Construction Materials Technologies, LLC.
(FBC Organization ID#TST: 5878)
Report#ALSC-002-02-01.04, Dated 6/14/11
2. TAS 100-95
By PRI Construction Materials Technologies, LLC.
(FBC Organization ID#TST: 5878)
Report#ALSC-001-02-01, Dated 10/04/04
3. Quality Assurance
By Underwriter's Laboratories, Inc. (FBC Organization ID#QUA 1743)
File R21972
4. Equivalency of Test Standard Certification
By James L. Buckner, P.E. @ CBUCK Engineering
5. Certification of Independence
By James L. Buckner,P.E. @ CBUCK Engineering
FL#: FL 14667.1 R3
Date: 11/10/17 '
Report No.: 17-137-PL-Al9W-ER
Page 6 of 8
Specialty Structural r=ncj1nL=L=rinQ CBUCK,Inc. Certificate of Authorization#8064
Installation Method
The Aluminum Shingle Company
"Perma-Lock" Roof Shingle Attached to Plywood Deck
ProfileDrawings
Preformed Nail Tab
9.25"
--------------- ----------------U------------------
18.00"
"Perma-Lock" Shingle
Typical Profile View
2.50" �{
I
O
1.8T'
O
Typical Panel Clip Profile
FL#: 'FL 14667.1 R3
Date: 11/10/17
NCSUCK
�� Report No.: 17-137-PL-Al9W-ER
Page 7 of 8
Specialty Structural Engtnpprtnq CBUCK,Inc.Certificate of Authorization#8064
Installation Method
The Aluminum Shingle Company
"Perms-Lock" Roof Shingle Attached to Plywood Deck
METHOD 1
"Perma-Lock" Shingle
„ r
Plywood Deck
Preformed Nail Tab
ONE 9 gauge x T-1/4"Aluminum Ring Shank Nail per Nail Tab
Typical Assembly - Section View
''Perma-Lock"Shingle
F_ 9 gauge x 1-1/4"Aluminum Ring Shank Nail Preformed Nail Tab
(One per Tab)
Plywood Deck
in 19
�- 17.50" .
Typical Roof Assembly - Plan View
TABLE"A"
METHOD 1 METHOD 2:
Design Pressure: 22.5 PSF. -60 PSF
Fastener Spacing: -174/2" 17-1/2"
Attachment Type: Pre formed°Nail-Tabs:. Panel Clip
# Nails Per Attachment: 1,'Per,Nall Tabs 2 per Clip
FL#: FL 14667.1 R3
Date: 11/10/17
Report No.: 17-137-PL-Al9W-ER
Page 8 of 8
SpI=Clcalty Structural Engtneerrinq CBUCK,Inc.Certificate of Authorization/l8064
Installation Method
The Aluminum Shingle Company
"Perms-Lock" Roof Shingle Attached to Plywood Deck
METHOD 2
"Perma-Lock" Shingle
Panel Clip
TWO 9 gauge x 1-1/4"Aluminum Ring Shank Nails Per Clip
Plywood Deck
Typical Assembly - Section View
9 gauge x 1-1/4"Aluminum Ring Shank Nail
Panel Clip (Two per Clip)
f
Plywood Deck
17.50"
"Perma-Lock" Shingle
Typical Roof Assembly - Plan View
TABLE"A"
METHOD 1: METHOD 2:
Design Pressure: -22.5 PSF 60"PSF
Fastener Spacing: 17-1/2" 17-1/2"
Attachment Type: Preformed Nail Tabs Panel`=Clip
#Nails Per Attachment: 1 Per Nail Tab 2 per Clip
"PERMA-LOCK"
SYSTEM EAVE EDGE
SCREW& FERRIL PER
GUTTER MFR.
CONT. METAL
RAIN GUTTER
CUT NOTCH IN EAVE
EDGE AT ATTACH.
LOCATIONS
EAVE FLASHING WITH GUTTER
N.T.S.
NAILS @ 6"o.c.
``���
ti
4"
M
EAVE STARTER FLASHING
SCALE:6"=1'-0"
TRIM SHINGLE TO MATCH
LINE OF HIP RIDGE
HIP RIDGE
"PERMA-LOCK"SHINGLE,TYP.
..................
...............
CUT NAILING TAB
FROM LOCKING TAB—
START HIP SHINGLES
FROM THE TOP OF HIP I II II I
9 ga.x 1-1/4"ALUM. —---------------------........................
RING SHANK NAIL
(TWO PER TAB)—
I of II
II —
VERMA-LOCK" RIDGE
CAP,TYP.AT H I P- I ................
SLIDE LOWER PIECE
INTO UPPER PIECE
II III i i
-117J 7II
;f-- - - -
CUT& BEND 5/8"TO FIT IN SAVE FLASHING---//
HIP RIDGE DETAIL
SCALE:11/2"=V-0"
OPT. RIBBING(2) PREFORMED NAIL TAB
0
I I �
� I I
I I
� II
it
OPT. RIBBING(1) 181'
11 11
PERMA-LOCK SHINGLE WITH PROFILE
SCALE:3"=V-0"
/ VENT OR FLUE PIPE. TOP
OF PIPE TO BE A MINIMUM
OF 10"ABOVE ROOF DECK
"PERMA-LOCK" METAL
SHINGLE SYSTEM
CAULK ALL AROUND
CUT SHINGLES TO FIT
AROUND PIPE FLASHING.
SET SHINGLES IN MASTIC
OVER FLANGE.
ROOF JACK WITH LARGE
-FLANGE SET IN MASTIC
/ SHINGLES UNDER
/ FLANGE CUT TIGHT TO
/ PIPE.
PIPE JACK FLASHING
• SCALE:11/2"=14"
e
NAILS @ 6"o.c.
�00
4�� e
OPEN HEM FOR
RAIN CHANNEL
c»
N
RAKE FLASHING
SCALE:6"=I T'
CUT&BEND 5/8"TAB TO "PERMA-LOCK" RIDGE CAP,TYP. "PERMA-LOCK"SHINGLE,TYP.
FIT OVER RAKE FLASHING
l
` J
II ,
I II II II II I �
2
I II II II II I M
I I I I I I I I I I it
II � I II i II
II II � it i i
n
ROOF RIDGE
9 ga.x 1-1/4"ALUM. RING
SHANK NAIL TWO(2) PER TAB
PLYWOOD DECK -
RIDGE VENT - UNVENTED
SCALE:11/2"=1'-0"
� 4 I
� I
"PERMA-LOCK" RIDGE CAP,TYP., "PERMA-LOCK"SHINGLE,TYP.
INSTALL DIRECTLY OVER ROLL
RIDGE VENT ROOF TRUSS& BLOCKING
i , i III
0
i
II � II
7-7
VENT SLOT IN PLYWD DECK-
ALTERNATE OPENINGS TO
ROLL RIDGE VENT,CONT.- OPPOSITE SIDES OF RIDGE
SECURE PER MFR. INSTR.
PLYWOOD DECK
RIDGE VENT - VENTED ROOF
SCALE:11/2"=14"
"PERMA-LOCK"SHINGLE,TYP. PREFORMED NAIL TAB
9 ga.x 1-1/4"ALUM. RING SHANK NAIL PLYWOOD DECK
(ONE PER TAB)
II � � � II
_ = I = =�__ I =_- - - — J'-
a II I II {
II II ! II _ iy
i J-
17 1/2"
SHINGLE INSTALLATION - PLAN (1)-
SCALE:1112"=V-0"
"PERMA-LOCK"SHINGLE,TYP. PANEL CLIP
9 ga.x 1-1/4"ALUM.RING SHANK NAIL PLYWOOD DECK
(TWO PER CLIP)
II I II
II II
II II
I ; I
-
I I
171/2" I�
II I II I II
171/2"
SHINGLE INSTALLATION - PLAN (2)_
SCALE:11/2"=1'-0"
•R
"DERMA-LOCK"SHINGLE
PLYWOOD DECK
PREFORMED NAIL TAB
ONE(1)9 ga.x 1-1/4"ALUM. RING SHANK NAIL
per NAIL TAB
i
SHINGLE INSTALLATION - SECTION (1)
SCALE:3"=14"
r
PANEL CLIP
"PERMA-LOCK"SHINGLE
PLYWOOD DECK
TWO(2)9 ga.x 1-1/4"ALUM. RING SHANK
NAILS per CLIP
1
SHINGLE INSTALLATION - SECTION (2)
SCALE:3"=V-0"
18"WIDE STRIP OF
SEDONDARY
MASTIC BED AT VALLEY UNDERLAYMENT UNDER
METAL OVERLAP NAILED EDGES
PREFORMED METAL
PLYWOOD SHEATHING
VALLEY IN 10'-0"LENGTHS
36"WIDE 30#ROOF FELT
UNDER METAL VALLEY
NAIL METAL VALLEY
NEW"PERMA-LOCK"SHINGLES @6"o.c.ATEDGES
PRIMARY UNDERLAYMENT
NAILED OVERTOP OF
VALLEY UNDERLAYMENTS
BENDEDGEAND
FOLD UNDER 5/811
SLIDE VALLEY SHINGLE
UP TO LOCK INTO PLACE
8"OPEN VALLEYCONT.
BEND EDGE AND FOLD EXTEND VALLEY METAL
UNDER 5/8"AT RAKE END BEYOND EDGEOF EAVE
POP-RIVET GABLE PRIMARY UNDERLAYMENT
STRIP END INTO FLAP
EAVE STARTER FLASHING with FASCIA BD.
NAILS @ 15"o.c.OVER 12"STRIP
SECONDARY UNDERLAYMENT
RAKE END FLASHING
with NAILS @ 6"o.c.
BEND&NAIL
VALLEY ASSEMBLY DETAIL_
SCALE,1"=V-0'
1-1/4" RING SHANK NAIL @ 6"o.c.
PREFINISHED VALLEY METAL
0 0
� o
VALLEY FLASHING
SCALE:6"=l'-0"