Technical Specifications

Galvanized Steel Structural Deck Panels
APPLICATION. PAVERDECK
tm
pre-engineered panels are suitable
for residenal and commercial load bearing deck applicaons, in
compliance with AISI S100 “North American Specicaon for the
Design of Cold-Formed Steel Structural Members” referenced in:
a) Internaonal Building Code® (IBC) (2009-2015)
b) 2012 Internaonal Residenal Code (“IRC”).
VALIDATION. Conformance to AISI S100 validated by Dr. Roger A.
LaBoube, Ph.D., Department of Civil Engineering and director of
the Wei-Wen Yu Center for Cold-Formed Steel Structures at the
Missouri University of Science and Technology, and Porcupine
Engineering (Ontario) to CSA S136. PAVERDECK
tm
pre-engineered
panels conform to code report PER-15098 issued by PEI Evaluaon
Services.
CERTIFICATION. Cered by Underwriters Laboratory pursuant to
W446 (UL USA) U417 (ULC Canada).
TESTING. Full-scale independent tesng completed by Innovave
Test Soluons (Newmarket, Ontario) per ISO/IEC 17025:2005 A2LA
accreditaon. Remained elasc at total load combinaons to 256
psf @ 8- clear span. Failure tested to 560 psf @ 8- clear span
without collapse.
VARIATIONS FROM SPECIFICATION. Any item not specically
addressed herein shall comply with the regional building code as
applicable. Contact Evoluondeck Inc. for specic loading criteria
or consideraons.
REFERENCES.
A653/A653M-98 Z275 (G90)– Steel Sheet, Zinc Coated
SAE J78 – Self-Drilling Tapping Screws
AISI S100-12 / CSA-S136, North American Specicaon for the
Design of Cold-Formed Steel Structural Members
SSMA - Sheet Steel Manufacturers Assiociaon.
DELIVERY, STORAGE, AND HANDLING. Product may be stored
outside, but protect and store cold-formed steel framing from
corrosion, moisture staining, deformaon, and other damage
during delivery, storage, and handling as required in AISI’s “Code
of Standard Pracce”.
STANDARD SPECIFICATION. The Paverdeck product is
manufactured to a single geometric conguraon in lengths of
10, 12, or 14 . The standard deck joist height is 6.25 inches and
minimum uncoated thickness is 0.054in. System components are
made from galvanized sheet steel as per ASTM A653/A653M-98
Z275 (G90), with a minimum yield strength of 50 ksi.
STRUCTURAL COMPONENTS.
• STARTER CHANNEL: Galvanized Steel SSMA 600S162-054
• PAVERDECK PANEL: EDECK 625S1200-054. Integrated joist
diaphragm panels manufactured by Evoluondeck Inc.
with 6.25 inch joist depth, web-to-web spacing from 10-12
inches, and 0.054 in material thickness. Lengths from 10,
12, 14 . Designed as eld panels and end-panel.
• BEAMS/LEDGER. SSMA 1000S300-97 galvanized CFS
steel, or equiv. (to max clear span < 10). Include beam
web sener SSMA 600S162-54 at locaon of foongs.
Alternave soluons include painted structural iron
conforming to Grade 350 W steel in ASTM A6 , or wood
beams for exterior applicaons (with intermediate isolaon
membrane) to be sized by a qualied designer.
VIBRATION. Vibraon serviceability design calculated as F =
18/√(∆mm), where ∆ = midspan deflection based on live loading.
DEAD LOAD. PAVERDECK
tm
steel system has a dead load of 5 psf,
excluding the surface nish.
MAX. CLEAR SPAN BETWEEN BEAMS. 12- based on min. L/360
service deecon (Residenal), 10- otherwise.
MAX. CANTILEVER. 39in. based on L/360 service deecon.
CONCENTRATED LOADS. 1045 lbs over an area of 30in x 30in. Larger
concentrated loads can be achieved by inserng seners under the
point load. See www.paverdeck.com for more informaon.
The material presented in this publication has been prepared for the general information of the reader. The material is believed to be technically correct and in accordance with recognized good practice at the time of
publication. Advice should be sought with respect to its suitability for any specic application. Evolutiondeck Inc., its parent company, Casata Technologies Inc., its principals and employees expressly disclaim all liability for
errors or omissions in, and misuse or misinterpretation by others, or any damages (direct, indirect, incidental or consequential) whatsoever and howsoever caused, arising out of or in connection with the use of or in reliance
on the information included in this brochure. We reserve the right to change the information included herein without notication.
Standard Panel Properties
Panel Properties
Min. design thickness, in 0.054
Minimum Yield Strength, ksi 50
Moment of Inertia, Ixx, in4 7.5
Zcg = in 4.5
Moment of Inertia, Izz in4 23.3
Xcg = in 8.2
Allowable Capacity
1
(ASD Ω = 2; LSD ɸ = 0.75)
Panel Properties ASD LSD
Beam / Lateral max. moment (M
allow
) ft-lbs 3300 5000
Shear
2
(Mzz) ft-lbs 5800 8700
(1) Values determined using Direct Strip Method and rational engineering analysis using safety
factors as per s.A1.2(b) AISI S100/CSA S136. Capacity values may be further limited as
otherwise stated herein.
(2) The shear values stated herein represent nominal component diaphragm shear capacity as
determined using the CUFSM finite strip method and buckling limits which are more
conservative than values determined using SDI Deck Design Manual, Vol. 3. Capacity values
may be further limited as otherwise stated herein.
Allowable Structural Capacity
1
Max. clear span between supports, ft 10 12 14
5
Maximum total uniform Load
2
, psf 250 185 135
Maximum Snow Load
3
, psf 125 75 45
Maximum cantilever, in 36 36 36
Natural floor vibration frequency
4
, Hz 19 14 11
Service Load deflection <L/360 <L/360 <L/360
(1) Values determined using Direct Strip Method and rational engineering analysis using safety
factors as per s.A1.2(b) AISI S100/CSA S136. Capacity values may be further limited as
otherwise stated herein.
(2) Values to be determined based on the applicable code, such as IBC s.1605; ASCE 7-05,
OBC, NBC. Values may be further limited based on service load deflection or other limits.
(3) Snow load based on ASCE 7-05 using Dead Load = 33psf; Live Load =40 psf. Dead load
represents 2-in thick concrete pavers.
(4) Calculated using max. 0.08 in (2mm) deflection for 225lb concentrated load at center span.
(5) For information only, while structurally sufficient, the recommended max. clear span is 12-ft.
Allowable Diaphragm Shear Capacity
1
Panel length, ft 8 10 12 14
3
Maximum panel shear capacity, lbs /
linear foot.
250 250 250 185
Maximum panel shear capacity based on
standard fastener strength and spacing,
lbs / linear foot.
250 250 250 185
(1) Values determined using Direct Strip Method and rational engineering analysis using safety
factors as per s.A1.2(b) AISI S100/CSA S136. Capacity values may be further limited as
otherwise stated herein.
(2) Lateral loads determined based on the applicable code, such as IBC s.1605; ASCE 7-05,
OBC, NBC. Values may be further limited based on service load deflection or other limits.
(3) For information only, while structurally sufficient, the recommended max. clear span is 12-ft.
PAVERDECK
tm
EDECK625-S1200-54
Evolutiondeck Inc., 3422 Old Capitol Trail, Suite 700
Wilmington, DE 19808, 1-800-725-5228 • [e-mail]
Specication, Page 1
Rev. 2016-05-01
• FOUNDATIONS. Compable foundaons must comply
with the regional code. Where permissible, deck may
be installed on grade using 20x20” concrete pads. Frost
foongs include: (1) 10-inch diameter concrete columns on
foong forms; (2) lled concrete block on concrete foong
pads; (3) helical pile foundaon systems. Soil capacity by
others.