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C-Buck, Inc. Florida Certificate of Authorization # 8064
Specialty Structural Engineering
Certificate of Independence for Evaluation
for
# FL 8382
Englert Inc.
1200 Amboy Avenue
Perth Amboy, NJ 08862
James L. Buckner, P.E. — C-Buck, Inc., Engineering — ANE 1916
1.) James L. Buckner, P.E. — C-Buck, Inc., Engineering does not have, nor does it
intend to acquire or will it acquire, a financial interest in any company manufacturing
or distributing products for which evaluations are issued.
2.) James L. Buckner, P.E. — C-Buck, Inc., Engineering ?isS?e perated, or
controlled by any company manufacturing or distributingaluates.
3.) James L. Buckner, P.E. — C-Buck, Inc., Engi eri doe : noiave, nor will acquire,
a financial interest in any company man fa % g or'44i0ibuting products for which
reports are being issued.
4.) James L. Buckner, P.E. — C-Buc nc., ngineering does not have, nor or will it
acquire, a financial interest in any ntity in in the approval process of the
product.
l
Jaii'es L. Buckner, P E.
Florida P.E. iF 31242
1334 S. Killian Drive, Suite 4, West Palm Beach, Florida 33403
Phone: (561)491-9927 Fax: (561)491-9928 Email: cbuck(a�cbuckinc.net
C-BUCK Engineering
C-Buck, Inc. Florida Certificate of Authorization # 8064
Specialty Structural Engineering
Installation Method.
Of
Englert, Inc.
"Series 1300"
Metal Roof Assembly
for
Florida Product Approval
# FL 8382.1
Florida Building Code 2004
Method: 1 - D
Category: Roofing
Sub - Category: Metal Roofing
Product:
Material:
Panel Thickness:
Panel Width:
Support Type:
(Non -Structural)
"Series 1300"
Copper
20 oz/ft2 Minimum
16" Coverage
Wood Deck
Prepared r:
En 1 rt4e,
1200 Ambo O. Box 149
PerthJ 08862
Prepared by:
James L. Buckner, P.E.
Florida Professional Engineer # 31242
Florida Evaluation ANE ID: 1916
Project Manager: Diana Galloway
Report No. 07-134-S 1300-16-C2W-IM
Date: 3 / 2 / 07
Contents:
Installation Method Pages I — 6
Jart%s L. Buckner, P.E.
11orida P,E. A. 31242
-3 ) v7
1334 S. Killian Drive, Suite 4, West Palm Beach, Florida 33403
Phone: (561)491-9927 Fax:'(561)491-9928 Website: www.ebuciiinc.net,
FL #: FL 8382.1
Date: 3/2/07
Report No.: 07-134-S1300-16-C2W-IM
Page 2 of 6
UC En ineer n
Inc. Florida Certificate of Authorization # 8064
Specialty Structural Engineering
Evaluated Installation Method
ent Description: Panel Clips
Clips shall be two-piece floating clips. Clip Tab is fabricated from
minimum 22 Gauge stainless steel and: is 1" wide. Clip Base is fabricated
from minimum 26 gauge stainless steel and is 3" wide. Overall clip
dimensions are 3" (long) by 0.80" (wide) by 1.55" (tall).
Clip Fasteners
Screws shall be minimum #10 x minimum penetration through deck
3/16", pancake -head, stainless steel, wood screws, per ANSI/ASME
B 18.6.4.
ion:
METHOD 1: Panel, Clips and Screws
Install the "Series 1300 to the deck with clips spaced 24" o.c. and 3"
from all ends, along the length of the panel. Each clip shall be attached to
the deck with a minimum of TWO #16 pancake -head screws.
Rib Interlock
The standing seams shall be mechanicall to form a:
DOUBLE LOCK (180 degree) sea
METHOD 2: Panel, Clips and Screws
Install the "Series 1 "'to e k with clips spaced 12" o.c. and 3"
from all ends, al g ngth the panel. Each clip shall be attached to
the deck w' a ' im f TWO #10 pancake -head screws.
Rib Inter
l
The standing ams shall be mechanically seamed to, form a:
DOUBLE LOCK (180 degree) seam.
ufacturer's Refer to the manufacturer's installation instructions as a supplemental
illation Instructions: guide for attachment.
luation Report: Conditions and Limitations of the Evaluation Report apply.
c
FL #: FL 8382.1
Date: 3/2/07
Report No.: 07-134-S 1300-16-C2 W-IM
Page 3 of 6
C-BUCKEngineerim
i+
C-BuckInc. Florida Certificate of Authorization 9 8064
Specialty Structural Engineering
Installation Method
Englert, Inc.
"Series 1300" (20 oz. Copper) Panel Attached to Wood Deck
1.50"
Minimum 180
Degree Seam
METHODI:
For 48.2 PSF Design Pressure
16" Coverage —
Panel Profile View
two
CH wiJX�Anetration
rews
3/1 thru Deck
J-
1.60"
Deck: V
-19/32" or greater Plywood, or
- Wood plank
Typical Assembly Profile View
3.00"
0.438"
1 55"
1.50" �{
f Hole Location
T 0.375"f-�—
T I
0.80" 0.801,
Panel Clip
FL #: FL 8382.1
Date: 3/2/07
Report No.: 07-134-S1300-16-C2W-1M
�E. anee In q P4of6
C-Buck; Inc. Florida Certificate of Authorization # W164
Specialty Structural Engineering
Installation Method
Englert, Inc.
"Series 1300" (20 oz. Copper) Panel Attached to Wood Deck
METHOD I (Continued)::
For 48.2 PSF Design Pressure
TWO # 10 Pancake -head
/f Screws per Clip along the Rib
Deck:
- 1932" or greater
- Wood Plank
AssembA
DECK
FASTENER
MINIMUM SEAM 180 DEGREES
3/16" MIN PENETRATION THROUGH DECK
Clip Assembly
FL #: FL 8382.1
Date: 3/2/07
Report No.: 07-134-51300-16-C2W-IM
Page 5 of 6
C-Buck; Inc. Florida Certificate of Authorization # 8064
Specialty Structural Engineering
Installation Method
Englert, Inc.
"Series 1300" (20 oz. Copper) Panel Attached to Wood Deck
METHOD 2:
For 95.7 PSF Design Pressure
1.50"
i - — n
oY,
16" Coverage
Panel Profile View
Minimum 180
Degree Seam
Clips with #10 Screws
�— 3/16" Minimum Penetration thru Deck
Typical Assembly Profile View
1.50" �{
Deck: v
-19/32" or greater Plywood, or
- Wood plank
0.438"
1.55"
Hole Location
0.375"
I
0.80" 0.80"
Panel Clip
FL #: FL 8382.1
Date: 3/2/07
Report No.: 07-134-S1300-16-C2W-IM
Page 6 of 6
C® �JC Engineer n
C-Buck Inc. Florida Certificate of Authorization # tl064
Specialty Structural Engineering
Installation Method ( Continued )
Englert, Inc.
"Series 1300" (20 oz. Copper) Panel Attached to Wood Deck
METHOD 2 (Continued):,
For 95.7 PSF Design Pressure
TWO # 10 Pancake -head
/f Screws per Clip along the Rib
Deck:
- 1932" or greater Plywood
- Wood Plank
Assembly Is &tjjii
DECK
FASTENER
180 Degree Seam
Minimum
MINIMUM SEAM 180 DEGREES
3/16" MIN PENETRATION THROUGH DECK
Clip Assembly