Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

ASC PROFILES LLC
2110 Enterprise Blvd.
West Sacramento, CA 95691 (800) 733-4955
www.ascprofiles.com

ASC Profiles Division:
AEP Span www.aepspan.com
ASC Building Products www.ascbp.com

AEP SPAN AND ASC BUILDING PRODUCTS: SINGLE SKIN STEEL ROOF AND WALL PANELS WITH CONCEALED FASTENERS

CSI Section:
07 61 00 Sheet Metal Roofing
07 64 00 Sheet Metal Wall Cladding

RECOGNITION

ASC Profiles, LLC. AEP Span and ASC Building Products Single Skin Steel Roof and Wall Panels with Concealed Fasteners have been evaluated for use as exterior roof and wall covering panels. The structural and fire resistance properties of the panels have been evaluated for compliance with the following codes:

2018, 2015, and 2012 International Building Code® (IBC)
2018, 2015, and 2012 International Residential Code® (IRC)
2019 and 2016 California Building Code (CBC) – see attached Supplement
2019 and 2016 California Residential Code (CRC)
– see attached Supplement

The roof panels comply with requirements for metal roof panels in Chapter 15 of the IBC, and Section R905 of the IRC. The wall panels comply with requirements for steel exterior wall coverings in Chapter 14 of the IBC, and Section R703 of the IRC.

LIMITATIONS

The AEP Span and ASC Building Products panels, clips, and fasteners described in this report are in compliance with, or are acceptable alternatives to what is specified in those codes listed in Section 1.0 of this report subject to the following limitations:

Metal panels used in roof applications shall be applied to

members. The panel installation tables within this report provide applicable substrate limitations.

Calculations demonstrating compliance with this report shall be submitted to the code official for approval. The calculations shall be prepared by a registered design professional where required by the statutes of the jurisdiction in which the project is to be constructed.

The minimum allowable roof panel slopes shall conform to IBC Section 1507.4 or IRC Section R905.10; or as stated within this report.

Roof panel flashing requirements, when applicable, shall comply with IBC Section 1503.2 and 1503.3 or IRC Sections R903.2 and R903.3. Underlayment shall be installed in accordance with IBC Sections 1507.1 and 1507.4.5 or IRC Section R905.10.5 where applicable wind conditions occur.

Panels used on exterior walls shall be flashed in accordance with IBC Section 1404.4 or IRC Section R905.4.6 and shall be over a water-resistant barrier complying and installed in accordance with IBC Sections 1402.2,1403.2 and 1404.2 or IRC Section R703.1. Vapor retarders shall be installed, as applicable, in accordance with IBC Section 1404.3.

For load combinations that include wind uplift, the nominal wind load shall be permitted to be multiplied by 0.67 provided the conditions in AISI S100, Appendix A Section I6.3.1a Conditions (a) through (g) are satisfied.

Compliance with Conditions (a) and (d) through (g) shall be satisfied by conformance to the panel installation tables within this report. Compliance with Conditions (b) and
(c) shall be the responsibility of the structural design professional. Conditions (b) and (c) are listed here:

Condition (b): The wind load shall be calculated using ASCE/SEI 7 for components and cladding.

Condition (c): The area of the roof being evaluated is in Zone 2 (edge zone) or Zone 3 (corner zone), as defined in ASCE/SEI 7, i.e., the 0.67 factor does not apply to the field of the roof (Zone 1). The nominal wind load applied to Zone 2 or zone 3, after the 0.67 multiplier is applied, shall not be less than the nominal wind load applied to filed of the roof (Zone1).

a solid or closely fitted deck, except where the roof covering is specifically designed to be applied to spaced support

The product described in this Uniform Evaluation Service (UES) Report has been evaluated as an alternative material, design or method of construction in order to satisfy and comply with the intent of the provision of the code, as noted in this report, and for at least equivalence to that prescribed in the code in quality, strength, effectiveness, fire resistance, durability and safely, as applicable, in accordance with IBC Section 104.11. This document shall only be reproduced in its entirety.

Copyright © 2019 by International Association of Plumbing and Mechanical Officials. All rights reserved. Printed in the United States. Ph: 1-877-4IESRPT • Fax: 909.472.4171 • web: www.uniform-es.org • 4755 East Philadelphia Street, Ontario, California 91761-2816 – USA
Page 1 of 62

For modifications of panel installations, design of partial panels, panel penetrations and other panel discontinuities shall consider effects on strength and stiffness and be the

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

responsibility of the design professional in accordance with IBC Section 1604.4, using rational engineering mechanics or in accordance with the manufacturer's installation instructions as approved by the building official.

Panel use as protection of glazed openings located in wind-borne debris regions is outside the scope of this report.

Product Performance

Fire Resistance: Roof assemblies complying with the requirements of IBC Section 1505.2 Exception 2, or IRC Section R902.1 Exception 2 are considered Class A roof assemblies. For other conditions, roof assemblies shall be listed as Class A, B, or C in accordance with ASTM E108 or UL 790 by an approved testing agency or shall be considered as non-classified roofing. ASC Profiles shall be contacted for information on specific listed assemblies.

Air and Water Infiltration: Air and water infiltration resistance is outside the scope of this report. Weather protection shall comply with Sections 2.4 or 2.5 of this report.

Hail Resistance: Hail resistance is outside the scope of this report.

Wind-Blown Debris Resistance: Wind-blown debris resistance is outside the scope of this report.

Structural: The tables provided in this report specify the gross and effective section properties, inward (positive) uniform allowable loads, allowable reactions at supports, and outward (negative) uniform allowable loads for each of the panels described in Section 4.1 of this report. Use as a diaphragm or shear wall for resisting in-plane loads is beyond the scope of this report.

Wall Assembly Fire-Resistance: Wall panels are limited to installations where non-fire-resistance-rated construction is permitted by the IBC or IRC. Wall panels may be permitted in fire-resistance-rated wall assemblies based on successful testing in accordance with the requirements prescribed in IBC Section 703.

3.0 PRODUCT USE

General design and installation shall be in accordance with the referenced codes in Section 1.0 of this report, this report, ASC Profile’s product installation guides, and ASC Profile’s Concealed Fastener Steel Roof and Wall Panel Structural Design Guide. Where conflicts occur, the more restrictive shall govern.

PRODUCT DESCRIPTION

Panels: The panels are available in the profiles as illustrated in the figures accompanying the tables in this

report. All panels are provided with a painted finish. The panel profiles are available in various lengths and widths and thickness gages as follows:

Products evaluated within this report:	Width(s) (inches):	Gage No.(s):	
Design Span® hp	12, 16, 17, 18	22 ga., 24 ga.	
Prestige Series®	12	18 ga., 20 ga., 22
ga., 24 ga.	
Select Seam®	12, 16	22 ga., 24 ga.	
Skyline Roofing® Skyline Roofing® hp	12, 16
16	26 ga.
24 ga.	
Span-lok hp	12, 16	22 ga., 24 ga.	
SpanSeam	12, 16	22 ga., 24 ga.	
Note: 1 inch = 25.4 mm

Base Material: All No. 18 and No. 20 gage panels are manufactured from steel sheet with G90 galvanized coatings conforming to ASTM A653 SS Grade 40.

All No. 22 and No. 24 gage panels are manufactured from steel sheet with AZ50 aluminum-zinc alloy coatings conforming to ASTM A792 SS Grade 50, or from steel sheet with G90 galvanized coatings conforming to ASTM A653 SS Grade 50.

All No. 26 gage Skyline Roofing® panels are manufactured from steel sheet AZ50 aluminum-zinc alloy coatings conforming to ASTM A792 SS minimum Grade 33.

Clips: All panels within this report shall be installed with a concealed fastening system (not visible from panel exterior). Panels shall be attached to supports with either fasteners, or with clips and fasteners. All clips are formed from steel with either AZ50 aluminum-zinc alloy or G90 galvanized coatings conforming to ASTM A792 or ASTM A653 SS minimum Grade 33 respectively. Clips shall be supplied by ASC Profiles LLC. Clip types are identified in the panel installation tables within this report.

Fasteners: The fastener size and type requirements are identified in the panel installation tables within this report. All fasteners shall be zinc-plated with an added corrosion- resistant coating, or of a 300 series stainless steel construction. Self-tapping metal-to-metal fasteners shall comply with ASTM C1513. Fasteners installed into preservative- or fire-retardant-treated wood complying with the IBC shall be 300 series stainless steel or designed specifically for use with treated wood.
Substrates: ASC Profiles roof and wall panels may be installed over numerous substrates including, but not limited to, the following:

Cold formed steel in accordance with AISI S100
Hot rolled steel in accordance with AISC 360
Concrete in accordance with ACI 318

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Plywood and OSB in accordance with DOC PS-1 and DOC PS-2
Dimensional lumber in accordance with ANSI/AWS National Design Specification (NDS)®

The panel installation tables within this report provide applicable substrate limitations. For other support conditions, structural calculations complying with the applicable code shall be submitted to the code official for approval.

5.0 IDENTIFICATION

A permanent label or a die-stamp label bearing the name and address of the manufacturers, the model number, and this evaluation report number (Evaluation Report ER-309) identifies the products listed in this report. The identification labels also include the IAPMO Uniform Evaluation Service Mark of Conformity, and either one of the following Marks of Conformity may be used:

   or	
IAPMO UES ER-309

6.0 SUBSTANTIATING DATA

Data submitted in conformance with IAPMO-UES Evaluation Criteria EC011, adopted July 2019. Test results are from laboratories in compliance with ISO/IEC 17025.

7.0 STATEMENT OF RECOGNITION

This evaluation report describes the results of research carried out by IAPMO Uniform Evaluation Service on ASC Profiles, LLC. AEP Span and ASC Building Products Single Skin Steel Roof and Wall Panels with Concealed Fasteners to assess conformance to the codes listed in Section 1.0 of this report and serves as documentation of product certification.

Brian Gerber, P.E., S.E.

Vice President, Technical Operations Uniform Evaluation Service

Richard Beck, PE, CBO, MCP

Vice President, Uniform Evaluation Service

GP Russ Chaney CEO, The IAPMO Group

For additional information about this evaluation report please visit www.uniform-es.org or email us at info@uniform-es.org

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Contents

General Notes	7
Span-lok hp & SpanSeam	9
Figure 1.1 - Span-lok hp Profile:	9
Figure 1.2 - SpanSeam Profile:	9
Table 1.1 - Span-lok hp & SpanSeam Profiles	9
Table 1.2 - Attachment:	10
Table 1.3 - Section properties (12” Span-lok hp / SpanSeam):	11
Table 1.4 - Allowable reactions at supports (12” Span-lok hp / SpanSeam):	11
Table 1.5 - Positive (inward) uniform load design values (12” Span-lok hp / SpanSeam):	12
Table 1.6 - Clip/fastener attachment schedule (12”, 22-24ga Span-lok hp / SpanSeam with Std. Clip):	13
Clip/fastener attachment schedule (12” Span-lok hp / SpanSeam w/low clip):	14
Table 1.7 - Section properties (16” Span-lok hp / SpanSeam):	14
Table 1.8 - Allowable reactions at supports (16” Span-lok hp / SpanSeam):	14
Table 1.9 - Positive (inward) uniform load design values (16” Span-lok hp / SpanSeam):	15
Table 1.10 - Clip/fastener attachment schedule (16”, 22ga Span-lok hp / SpanSeam with Std. Clip):	16
Table 1.11 - Clip/fastener attachment schedules (16”, 24ga Span-lok hp / SpanSeam with Std. Clip):	17
Table 1.12 - Clip/fastener attachment schedule (Span-lok hp / SpanSeam with low Clip):	18
Design Span hp	19
Figure 2.1 - Profile:	19
Table 2.1 - Profile:	19
Table 2.2 - Attachment:	20
Table 2.3 - Section properties (12” Design Span hp):	20
Table 2.4 - Allowable reactions at supports (12” Design Span hp)	21
Table 2.5 - Positive (inward) uniform load design values (12” Design Span hp)	21
Table 2.6 - Clip/fastener attachment schedules (12”, 22 & 24ga Design Span hp)	22
Table 2.7 - Section properties (16” Design Span hp):	23
Table 2.8 - Allowable reactions at supports (16” Design Span hp)	23
Table 2.9 - Positive (inward) uniform load design values (16” Design Span hp)	24
Table 2.10 - Clip/fastener attachment schedule (16”, 22ga Design Span hp)	25
Table 2.11 - Clip/fastener attachment schedule (16”, 24ga Design Span hp)	26
Table 2.12 - Section properties (17” Design Span hp)	27
Table 2.13 - Allowable reactions at supports (17” Design Span hp)	27
Table 2.14 - Positive (inward) uniform load design values (17” Design Span hp):	28
Table 2.15 - Clip/fastener attachment schedules (17” & 18”, 22ga Design Span hp)	29
Table 2.16 - Clip/fastener attachment schedules (17” & 18”, 24ga Design Span hp):	30

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Table 2.17 - Section properties (18” Design Span hp)	31
Table 2.18 - Allowable reactions at supports (18” Design Span hp)	32
Table 2.19 - Positive (inward) uniform load design values (18” Design Span hp):	32
Clip/fastener attachment schedules (18” Design Span hp)	32
Select Seam (Narrow Batten)	33
Figure 3.1 - Profile:	33
Table 3.1 - Profile:	33
Table 3.2 - Attachment:	33
Table 3.3 - Section properties (12” Select Seam)	34
Positive (inward) uniform load design values (12” Select Seam):	34
Table 3.4 - Clip/fastener attachment schedule (12”, 22ga Select Seam):	35
Table 3.5 - Clip/fastener attachment schedule (12”, 24ga Select Seam):	36
Table 3.6 - Section properties (16” Select Seam)	37
Positive (inward) uniform load design values (16” Select Seam):	37
Table 3.7 - Clip/fastener attachment schedule (16”, 22ga Select Seam):	38
Table 3.8 - Clip/fastener attachment schedule (16”, 24ga Select Seam):	39
Prestige Series	40
Figure 4.1 - Profile:	40
Table 4.1 - Profile:	40
Table 4.2 - Attachment:	40
Table 4.3 - Section properties (Full 12” Prestige Series)	41
Table 4.4 - Allowable reactions at supports (Full 12” Prestige Series)	41
Table 4.5 - Positive (inward) uniform load design values (Full 12” reveal Prestige Series)	42
Table 4.6 - Clip/fastener attachment schedule (20-22ga Prestige Series with 0” or 1” reveal, DIRECT FASTENED):	43
Table 4.7 - Clip/fastener attachment schedule (24ga Prestige Series with 0” or 1” reveal, DIRECT FASTENED)	44
Table 4.8 - Clip/fastener attachment schedule (20-22ga Prestige Series with 0” or 1” reveal – CLIP ATTACHED)	45
Table 4.9 - Clip/fastener attachment schedule (24ga Prestige Series with 0” or 1” reveal – CLIP ATTACHED):
.................................................................................................................................................................... 46
Table 4.10 - Section properties (1” reveal Prestige Series)	47
Table 4.11 - Allowable reactions at supports (1” reveal Prestige Series)	47
Table 4.12 - Positive (inward) uniform load design values (1” reveal Prestige Series)	48
Clip/fastener attachment schedules (1” reveal Prestige Series)	49
Table 4.13 - Section properties (2” reveal Prestige Series)	49
Table 4.14 - Allowable reactions at supports (2” reveal Prestige Series)	49
Table 4.15 - Positive (inward) uniform load design values (2” reveal Prestige Series)	50
Table 4.16 - Clip/fastener attachment schedule (20-22ga Prestige Series with 2” reveal, DIRECT FASTENED)	51

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Table 4.17 - Clip/fastener attachment schedule (24ga Prestige Series with 2” reveal, DIRECT FASTENED):
.................................................................................................................................................................... 52
Table 4.18 - Clip/fastener attachment schedule (20-22ga Prestige Series with 2” reveal, CLIP ATTACHED ):
.................................................................................................................................................................... 53
Table 4.19 - Clip/fastener attachment schedule (24ga Prestige Series with 2” reveal, CLIP ATTACHED):54 Table 4.20 - Section properties (6” reveal Prestige Series)	55
Table 4.21 - Allowable reactions at supports (6” reveal Prestige Series)	55
Table 4.22 - Positive (inward) uniform load design values (6” reveal Prestige Series)	56
Table 4.23 - Clip/fastener attachment schedule (20-22ga Prestige Series with 6” reveal)	57
Skyline Roofing® & Skyline Roofing® hp	58

Figure 5.1 - Profile:	58
Table 5.1 – Profile	58
Table 5.2 - Attachment:	58
Table 5.3 - Section properties (12” Skyline Roofing®):	59
Table 5.4 - Fastener attachment schedule (12”, 26ga Skyline Roofing®):	59
Table 5.5 - Section properties (16” Skyline Roofing®  & Skyline Roofing® hp):	60
Table 5.6 - Fastener attachment schedule (16”, 24ga Skyline Roofing® hp):	60
Table 5.7 - Fastener attachment schedule (16”, 26ga Skyline Roofing®):	61

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

General Notes:

The tables provided within this report will assist the user in determining which AEP Span or ASC Building Products’ single skin, steel roof or wall panel with concealed fastener attachment is appropriate for resisting the specified project loads. For additional information and assistance in using this information, the Concealed Fastener Steel Roof and Wall Panel Structural Design Guide is available via the AEP Span or ASC Building Products’ website, or the appropriate AEP Span or ASC Building Products’ representative may be contacted for assistance.

The following information applies to all product tables within this report unless otherwise noted. For SI: 1 inch = 25.4 mm; 1 foot = 305 mm; 1 lbf = 4.448 N; 1 psi = 6.895 MPa
Panel and clip summary charts:

Product information is provided in these charts to assist the user in specifying the correct panel and attachment method.
Bearing plates referenced in clip tables are for installing clips over rigid insulation, or similar, where a larger clip bearing surface is required.
Fastener load adjustment equations are provided to assist the user in understanding what adjustments need to be made to the fastener loads due to the eccentricity of the fasteners relative to the panel seam (load path).
Panel section properties:
Panel section properties provided within this report have been calculated in accordance with AISI S100.
Inward (positive/ gravity) allowable loads:

For uniform loading conditions, the appropriate support spacing is identified by referring to the inward load tables included in this report. For conditions not defined by these tables, support spacing shall be derived from standard engineering mechanics set forth in AISI S100 using the panel’s section properties provided within this report.
Information provided in these tables applies to uniform loads only.
Table values denoted by ‘-‘indicate that capacities are limited by panel strength, not deflection.
The upper values, W /Ω (ASD) and φW (LRFD), are based on allowable panel strength and have been evaluated for bending, shear, combined bending and shear, web crippling (reactions at supports), and combined bending and web crippling.
The L/60 and L/180 limiting values are based on allowable service load deflections.
Tables are not presented for Select Seam and Skyline Roofing as these products require installation over solid or closely fitted deck where inward loads are limited by the capacity of the underlying substrate.

Reactions at supports:

Panel reactions at supports are governed by the capacity of the panel ribs on the supporting member. These capacities are based on web crippling testing in accordance with AISI S909. The end and interior reactions listed in the tables are for a uniformly distributed out-of-plane load applied to the panels. The capacities provided are for a 1.5 inch (38 mm) minimum support bearing width. Both ASD and LRFD capacities are listed.

Outward (negative/uplift) allowable loads:

Outward allowable panel/clip capacities were determined in accordance with IAPMO Uniform ES EC011 and the referenced AISI S100 and ASTM E1592 standards. These loads are based on a specific fastener and substrate combination. Project specific fastener-to-substrate capacities shall be evaluated by the structural design professional to determine if this report’s published allowable outward loads need to be reduced accordingly. Increase in fastener loading due to the eccentricity of the fasteners relative to the panel seam shall also be taken into account. Fastener load adjustments are provided within the clip summary charts to assist with those calculations.

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Clip/fastener attachment schedules:

Common panel attachment combinations and associated allowable outward wind load capacities are provided within this report. Using the project’s defined wind loads, the appropriate Clip/Fastener Attachment Schedule shall be reviewed to determine the panel attachment that meets or exceeds these wind loads. Not all possible fastener and substrate combinations are listed within these attachment schedules. Alternative combinations are acceptable (i.e. attaching a panel assembly with fasteners into a concrete substrate). The structural design professional may rationally design other fastener and substrate combinations based on engineering mechanics and the maximum allowable panel/clip capacities stated within this report.

Although nominal fastener sizes are provided in the tables, the appropriate fastener thread and point type shall still be properly specified for the selected substrate.
Allowable clip/support connection strengths shall be reduced due to eccentricity of the fasteners relative to the panel seam using equations of mechanics. The panel clip summary charts provide the fastener load adjustment factors to be used.
The following fastener pull out capacities were used in attachment schedules:

Cold Formed Steel, 55 ksi min.	
Screw / Diameter D (in)		#10	#12	1/4"	
		(0.190")	(0.216")	(0.250")	
Ga (nom.)	BMT	Pull Out Capacities (lbs)	
12	0.1050"	P a	396	450	521	
		P f	594	675	781	
14	0.0700"	P a	264	300	347	
		P f	396	450	521	
16	0.0590"	P a	222	253	293	
		P f	333	379	439	
18	0.0470"	P a	177	201	233	
		P f	266	302	350	

Cold Formed Steel, 33 ksi min.	
Screw / Diameter D (in)		#10	#12	1/4"	
		(0.190")	(0.216")	(0.250")	
Ga (nom.)	BMT	Pull Out Capacities (lbs)	
16	0.0598"	P a	145	165	191	
		P f	217	247	286	
18	0.0478"	P a	116	132	152	
		P f	174	197	229	
20	0.0359"	P a	87	99	114	
		P f	130	148	172	
22	0.0299"	P a	72	82	95	
		P f	109	124	143	

Plywood & OSB	
Screw / Diameter D (in)		#8	#10	#12	#14	
		(0.164")	(0.190")	(0.216")	(0.238")	
Thickness	Pull Out Capacities (lb)	
15/32"	P a	71	82	93	103	
	P f	96	111	126	139	
19/32"	P a	90	104	118	130	
	P f	121	141	160	176	

23/32"	P a	109	126	143	158	
	P f	147	170	194	213	

Douglas Fir-Larch (DFL)	
Screw / Diameter D (in)		#8	#10	#12	#14	
		(0.164")	(0.190")	(0.216")	(0.238")	
Fastener Penetration	Pull Out Capacities (lb)	
1" Min.	P a	180	208	236	261	
(usable thread length)	P f	242	281	319	352	

Fastener capacity table notes:
Pa = ASD Capacities (P/Ω ) Pf = LRFD Capacities ( φP )
Capacities in cold formed steel based on requirements in AISI S100.
Capacities in wood products based on NDS using a combined adjustment factor of 1.6 (CD x CM x Ct x Ceg x Ctn)
The 1 inch (25.4 mm) minimum fastener penetration specified for the Douglas Fir-Larch values applies to the usable thread length and this minimum depth does not include the tapered portion of the fastener. For fastener penetrations above 1 inch (25.4 mm) the pullout values may be proportionally adjusted in accordance with the NDS.
For additional information and guidance regarding use of the data contained within this report, the ASC Profile’s Concealed Fastener Steel Roof and Wall Panel Structural Design Guide is available.

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

1.0 Span-lok hp & SpanSeam Figure 1.1 - Span-lok hp Profile:

As-installed (mechanically seamed) view shown.

Figure 1.2 - SpanSeam Profile:

As-installed (mechanically seamed) view shown.

Table 1.1 - Span-lok hp & SpanSeam Profiles:

Panel Use:	Roof (primary use), wall, fascia	
Substrates:	Over spaced supports or solid substrate	
Available Gages:	No. 22, 24	
Minimum Slope:	1/4:12 (2.083 percent)	
Load Combination Reduction Available (Ref. Section 5.6)	
Yes	

Mechanical Seaming:	90° Seam (Span-lok hp) 180° Seam (SpanSeam). Hand seam crimpers and powered seamers shall be from ASC Profiles, Developmental Industries Inc. www.diseamers.com, or Quality Roof Seamers www.qualityroofseamers.com	
Uninstalled Panel View (Span-lok hp):		
Uninstalled Panel View (SpanSeam):		

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Table 1.2 – Attachment

Clip Name:	Standard (Purlin) Clip	Low Profile Clip	

Clip View:	

.62”	.50”
.44”	

1.12” 

.60”
.96”	

Clip Usage:	Over spaced framing or solid substrates	Over solid substrates	

Part #:	#SLCLP2.5 or #SLCLP3	#SLCLP2LOW	
Panel/ Substrate Gap:	½ inch or 1 inch	3/16 inch	
Thermal
Movement:	1 inch each direction	1 inch each direction	
Fastener Limitations:	Nom. size: ¼ inch max. Head height: 3/8 inch max. Head dia.: ½ inch max.	Nom. size: ¼ inch max.
Head height: 0.130-inch max.
Head dia.: 5/8 inch max.	
Recommended Fastener(s):	#12 or ¼ inch dia. hex washer head	#10 or #12 pancake head	
Fastener Load Adjustments (due to eccentricity of fasteners relative to panel
seam):	2 fasteners: 2.00
ΣM = 0
1.56P = .94R1 + .44R2
1 fastener: 1.66*
(* - use mtg. hole closest to panel seam) ΣM = 0
1.56P = .94R1	

Per fastener: 1.625
ΣM = 0 1.56P = .96R	
Associated Bearing Plate:	#SLBP	#BP3HOLE	

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Table 1.3 - Section properties (12” Span-lok hp / SpanSeam panel):

Gauge	Weight	
Base Metal Thickness	
Yield Strength	
Tensile Strength	Gross Section Properties	
				
Area	Moment of Inertia	Distance to
N.A. from Bottom	Positive Section Modulus	Negative Section Modulus	
w
psf	t
in	Fy
ksi	Fu
ksi	Ag
in2/ft	Ig
in4/ft	yb
in	Sg+
in3/ft	Sg-
in3/ft	
24	1.49	0.0232	50	65	0.4373	0.2430	0.51	0.1636	0.4746	
22	1.86	0.0294	50	65	0.5519	0.3040	0.51	0.2044	0.5953	

Gauge	Effective Section Properties	Uniform Load Only	
	
Area	Positive	Negative		
		Moment of Inertia	Distance to
N.A. from Bottom	Section Modulus	Moment of Inertia	Distance to
N.A. from Bottom	Section Modulus	
Id = (2Ie+Ig)/3	
	Ae/ft
in2	Ie+
in4/ft	yb
in	Se+
in3/ft	Ie-
in4/ft	yb
in	Se-
in3/ft	I+
in4/ft	I-
in4/ft	
24	0.1460	0.2220	0.47	0.1449	0.1022	1.16	0.0884	0.2290	0.1491	
22	0.2078	0.2918	0.49	0.1937	0.1386	1.12	0.1242	0.2959	0.1937	

Table 1.4 - Allowable reactions at supports (12” Span-lok hp / SpanSeam panel):

Gauge	Condition	Allowable (lbs/ft-width)	Factored (lbs/ft-width)	
24	End
Interior	354
530	567
848	
22	End
Interior	534
645	855
1031	
Reaction capacities based on a minimum 1.5" support bearing width.	

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Table 1.5 - Positive (inward) uniform load design values (12” Span-lok hp / SpanSeam panel):

Gauge	
Span	
Condition	Positive (Inward) Uniform Load Capacity (lbs/ft2) / Span (ft. - in.)	
			2' - 0"	2' - 6"	3' - 0"	3' - 6"	4' - 0"	4' - 6"	5' - 0"	

24	
Single Span	ASD, W/Ω LRFD, φW L/180
L/60	354
567
-
-	283
454
-
-	236
378
-
-	202
324
-
-	177
283
-
-	143
227
-
-	116
184
-
-	
	
Double Span	ASD, W/Ω LRFD, φW L/180
L/60	212
339
-
-	169
271
-
-	141
226
-
-	121
194
-
-	106
161
-
-	85
128
-
-	70
105
-
-	
	
Triple Span	ASD, W/Ω LRFD, φW L/180
L/60	241
385
-
-	193
308
-
-	160
257
-
-	138
220
-
-	120
193
-
-	106
159
-
-	86
130
-
-	

22	
Single Span	ASD, W/Ω LRFD, φW L/180
L/60	534
855
-
-	427
684
-
-	356
570
-
-	305
489
-
-	242
383
-
-	191
303
-
-	155
245
-
-	
	
Double Span	ASD, W/Ω LRFD, φW L/180
L/60	258
412
-
-	206
330
-
-	172
275
-
-	147
236
-
-	129
206
-
-	115
181
-
-	97
146
-
-	
	
Triple Span	ASD, W/Ω LRFD, φW L/180
L/60	293
469
-
-	234
375
-
-	195
312
-
-	167
268
-
-	147
234
-
-	130
208
-
-	117
183
-
-	
Table values denoted by “-“ indicate that capacities are limited by panel strength not deflection.

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Table 1.6 - Clip/fastener attachment schedule
(12”, No. 22 and 24 gage Span-lok hp / SpanSeam with Standard Clip)

Substrate	Fastener	Attachment Spacing, (ft-in)	
	#
per clip	
Size	1' - 0"	1' - 6"	2' - 0"	2' - 6"	3' - 0"	3' - 6"	4' - 0"	4' - 6"	5' - 0"	
			Panel / Clip Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			217	345	200	318	183	291	166	263	149	236	132	209	115	182	98	155	81	128	
			Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	
	12ga	2	#10	217	345	200	318	183	291	158	238	132	198	113	170	99	149	88	132	79	119	
	(.1050")	2	#12	217	345	200	318	183	291	166	263	149	225	129	193	112	169	98	150	81	128	
		2	1/4"	217	345	200	318	183	291	166	263	149	236	132	209	115	182	98	155	81	128	
Cold Formed Steel (Gr 55
min.)	14ga
(.0700")	2
2
2	#10
#12 1/4"	217
217
217	345
345
345	176
200
200	264
300
318	132
150
174	198
225
261	106
120
139	158
180
208	88
100
116	132
150
174	75
86
99	113
129
149	66
75
87	99
113
130	59
67
77	88
100
116	53
60
69	79
90
104	
	16ga
(.0590")	2
2
2	#10
#12 1/4"	217
217
217	333
345
345	148
169
195	222
253
293	111
126
146	167
190
220	89
101
117	133
152
176	74
84
98	111
126
146	64
72
84	95
108
125	56
63
73	83
95
110	49
56
65	74
84
98	44
51
59	67
76
88	
	18ga	2	#10	177	266	118	177	89	133	71	106	59	89	51	76	44	67	39	59	35	53	
	(.0470")	2	#12	201	302	134	201	101	151	81	121	67	101	58	86	50	76	45	67	40	60	
		2	1/4"	217	345	155	233	117	175	93	140	78	117	67	100	58	88	52	78	47	70	
	16ga	2	#10	145	217	97	145	72	109	58	87	48	72	41	62	36	54	32	48	29	43	
	(.0598")	2	#12	165	247	110	165	82	124	66	99	55	82	47	71	41	62	37	55	33	49	
		2	1/4"	191	286	127	191	95	143	76	114	64	95	54	82	48	72	42	64	38	57	
Cold Formed Steel (Gr 33
min.)	18ga
(.0478")	2
2
2	#10
#12 1/4"	116
132
152	174
197
229	77
88
102	116
131
153	58
66
76	87
99
115	46
53
61	70
79
92	39
44
51	58
66
76	33
38
44	50
56
65	29
33
38	44
49
57	26
29
34	39
44
51	23
26
30	35
39
46	
	20ga
(.0359")	2
2
2	#10
#12 1/4"	87
99
114	130
148
172	58
66
76	87
99
115	43
49
57	65
74
86	35
40
46	52
59
69	29
33
38	43
49
57	25
28
33	37
42
49	22
25
29	33
37
43	19
22
25	29
33
38	17
20
23	26
30
34	
	22ga	2	#10	72	109	48	73	36	55	29	44	24	36	21	31	18	27	16	24	14	22	
	(.0299")	2	#12	82	124	55	83	41	62	33	50	27	41	24	35	21	31	18	28	16	25	
		2	1/4"	95	143	64	95	48	72	38	57	32	48	27	41	24	36	21	32	19	29	
	15/32"	2	#10	82	111	55	74	41	56	33	44	27	37	23	32	21	28	18	25	16	22	
		2	#12	93	126	62	84	47	63	37	50	31	42	27	36	23	32	21	28	19	25	
		2	#14	103	139	69	93	52	70	41	56	34	46	29	40	26	35	23	31	21	28	
Plywood & OSB	19/32"	2
2
2	#10
#12
#14	104
118
130	141
160
176	69
79
87	94
107
117	52
59
65	71
80
88	42
47
52	56
64
70	35
39
43	47
53
59	30
34
37	40
46
50	26
30
33	35
40
44	23
26
29	31
36
39	21
24
26	28
32
35	
	23/32"	2	#10	126	170	84	113	63	85	50	68	42	57	36	49	32	43	28	38	25	34	
		2	#12	143	194	96	129	72	97	57	78	48	65	41	55	36	49	32	43	29	39	
		2	#14	158	213	105	142	79	107	63	85	53	71	45	61	39	53	35	47	32	43	
Lumber (DFL)	1" min	2
2
2	#10
#12
#14	208
217
217	281
319
345	139
158
174	187
213
235	104
118
130	141
160
176	83
95
104	112
128
141	69
79
87	94
106
117	59
68
74	80
91
101	52
59
65	70
80
88	46
53
58	62
71
78	42
47
52	56
64
70	
Specific Notes (Refer to the General Notes section for other applicable notes):
Table accounts for increased loads on fasteners due to the eccentricity of the fasteners relative to the panel seam. TheSpan-
lok hp & SpanSeam panel summary chart at the front of this section provides for development of these fastener load adjustments.
Number of clip fasteners can be reduced to (1) if project load requirements can still be met. The tabulatedpanel system capacities shall be reduced by 40% (fastener capacity x Qty=1 1.66 is 40% of fastener capacity x Qty=2 2.0). The fastener hole closest to the panel seam must be used. The Span-lok hp & SpanSeam panel summary chart at the front of this section provides for developmentof these fastener load adjustments.	

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Clip/fastener attachment schedule (12” Span-lok hp / SpanSeam w/low clip): Table 1.12 applies

Table 1.7 - Section properties (16” Span-lok hp / SpanSeam):

Gauge	Weight	
Base Metal Thickness	
Yield Strength	
Tensile Strength	Gross Section Properties	
				
Area	
Moment of Inertia	Distance to N.A. from
Bottom	Positive Section Modulus	Negative Section Modulus	
w
psf	t
in	Fy
ksi	Fu
ksi	Ag
in2/ft	Ig
in4/ft	yb
in	Sg+
in3/ft	Sg-
in3/ft	
24	1.36	0.0232	50	65	0.3976	0.1965	0.43	0.1250	0.4634	
22	1.71	0.0294	50	65	0.5021	0.2460	0.42	0.1562	0.5806	

Gauge	Effective Section Properties	Uniform Load Only	

Area	Positive	Negative		
		
Moment of Inertia	Distance to N.A. from
Bottom	
Section Modulus	
Moment of Inertia	Distance to N.A. from
Bottom	
Section Modulus	
Id = (2Ie+Ig)/3	
	Ae/ft
in2	Ie+
in4/ft	yb
in	Se+
in3/ft	Ie-
in4/ft	yb
in	Se-
in3/ft	I+
in4/ft	I-
in4/ft	
24	0.1096	0.1815	0.39	0.1132	0.0765	1.15	0.0665	0.1865	0.1165	
22	0.1560	0.2363	0.41	0.1485	0.1043	1.12	0.0935	0.2395	0.1515	

Table 1.8 - Allowable reactions at supports (16” Span-lok hp / SpanSeam):

Gauge	Condition	Allowable (lbs/ft width)	Factored (lbs/ft width)	
24	1- End
2- Interior	266
397	425
636	
22	1- End
2- Interior	401
483	642
773	
Reaction capacities based on a minimum 1.5" web bearing length	

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Table 1.9 - Positive (inward) uniform load design values (16” Span-lok hp / SpanSeam panel):

Gauge	
Span	
Condition	Positive (Inward) Uniform Load Capacity (lbs/ft2) / Span (ft. - in.)	
			2' - 0"	2' - 6"	3' - 0"	3' - 6"	4' - 0"	4' - 6"	5' - 0"	

24	
Single Span	ASD, W/Ω LRFD, φW L/180
L/60	266
425
-
-	212
340
-
-	177
283
-
-	152
243
-
-	133
213
-
-	112
177
-
-	90
143
-
-	
	
Double Span	ASD, W/Ω LRFD, φW L/180
L/60	159
254
-
-	127
203
-
-	106
170
-
-	91
145
-
-	79
121
-
-	63
96
-
-	52
79
-
-	
	
Triple Span	ASD, W/Ω LRFD, φW L/180
L/60	181
289
-
-	144
231
-
-	120
193
-
-	103
165
-
-	90
145
-
-	79
119
-
-	65
97
-
-	

22	
Single Span	ASD, W/Ω LRFD, φW L/180
L/60	401
642
-
-	321
513
-
-	267
428
-
-	229
367
-
-	185
294
-
-	146
232
-
-	119
188
-
-	
	
Double Span	ASD, W/Ω LRFD, φW L/180
L/60	193
309
-
-	155
247
-
-	129
206
-
-	111
177
-
-	97
155
-
-	86
136
-
-	74
111
-
-	
	
Triple Span	ASD, W/Ω LRFD, φW L/180
L/60	220
351
-
-	176
281
-
-	147
234
-
-	126
201
-
-	110
176
-
-	98
156
-
-	88
137
-
-	
Table values denoted by “-“ indicate that capacities are limited by panel strength not deflection.

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Table 1.10 - Clip/fastener attachment schedule (16”, No. 22 gage Span-lok hp / SpanSeam with Standard Clip)

Substrate	Fastener	Attachment Spacing, (ft-in)	
	#
per clip	
Size	1' - 0"	1' - 6"	2' - 0"	2' - 6"	3' - 0"	3' - 6"	4' - 0"	4' - 6"	5' - 0"	
			Panel / Clip Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			241	381	220	348	199	315	178	282	158	249	137	216	116	183	95	150	74	116	
			Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	
	12ga	2	#10	241	381	198	297	148	223	119	178	99	149	85	127	74	111	66	99	59	89	
	(.1050")	2	#12	241	381	220	338	169	253	135	203	112	169	96	145	84	127	75	113	67	101	
		2	1/4"	241	381	220	348	195	293	156	234	130	195	112	167	98	146	87	130	74	116	
Cold Formed Steel (Gr 55
min.)	14ga
(.0700")	2
2
2	#10
#12 1/4"	198
225
241	297
338
381	132
150
174	198
225
261	99
112
130	149
169
195	79
90
104	119
135
156	66
75
87	99
113
130	57
64
74	85
96
112	49
56
65	74
84
98	44
50
58	66
75
87	40
45
52	59
68
78	
	16ga
(.0590")	2
2
2	#10
#12 1/4"	167
190
219	250
284
329	111
126
146	167
190
220	83
95
110	125
142
165	67
76
88	100
114
132	56
63
73	83
95
110	48
54
63	71
81
94	42
47
55	62
71
82	37
42
49	56
63
73	33
38
44	50
57
66	
	18ga	2	#10	133	200	89	133	66	100	53	80	44	67	38	57	33	50	30	44	27	40	
	(.0470")	2	#12	151	227	101	151	76	113	60	91	50	76	43	65	38	57	34	50	30	45	
		2	1/4"	175	263	117	175	87	131	70	105	58	88	50	75	44	66	39	58	35	53	
	16ga	2	#10	109	163	72	109	54	81	43	65	36	54	31	47	27	41	24	36	22	33	
	(.0598")	2	#12	124	185	82	124	62	93	49	74	41	62	35	53	31	46	27	41	25	37	
		2	1/4"	143	215	95	143	71	107	57	86	48	72	41	61	36	54	32	48	29	43	
Cold Formed Steel (Gr 33
min.)	18ga
(.0478")	2
2
2	#10
#12 1/4"	87
99
114	131
148
172	58
66
76	87
99
115	43
49
57	65
74
86	35
39
46	52
59
69	29
33
38	44
49
57	25
28
33	37
42
49	22
25
29	33
37
43	19
22
25	29
33
38	17
20
23	26
30
34	
	20ga
(.0359")	2
2
2	#10
#12 1/4"	65
74
86	98
111
129	43
49
57	65
74
86	33
37
43	49
56
65	26
30
34	39
44
52	22
25
29	33
37
43	19
21
25	28
32
37	16
19
21	24
28
32	14
16
19	22
25
29	13
15
17	20
22
26	
	22ga	2	#10	54	82	36	55	27	41	22	33	18	27	16	23	14	20	12	18	11	16	
	(.0299")	2	#12	62	93	41	62	31	47	25	37	21	31	18	27	15	23	14	21	12	19	
		2	1/4"	71	107	48	72	36	54	29	43	24	36	20	31	18	27	16	24	14	21	
	15/32"	2	#10	62	83	41	56	31	42	25	33	21	28	18	24	15	21	14	19	12	17	
		2	#12	70	95	47	63	35	47	28	38	23	32	20	27	18	24	16	21	14	19	
		2	#14	77	104	52	70	39	52	31	42	26	35	22	30	19	26	17	23	15	21	
Plywood & OSB	19/32"	2
2
2	#10
#12
#14	78
89
98	106
120
132	52
59
65	71
80
88	39
44
49	53
60
66	31
36
39	42
48
53	26
30
33	35
40
44	22
25
28	30
34
38	20
22
24	26
30
33	17
20
22	24
27
29	16
18
20	21
24
26	
	23/32"	2	#10	95	128	63	85	47	64	38	51	32	43	27	36	24	32	21	28	19	26	
		2	#12	108	146	72	97	54	73	43	58	36	49	31	42	27	36	24	32	22	29	
		2	#14	118	160	79	107	59	80	47	64	39	53	34	46	30	40	26	36	24	32	
Lumber (DFL)	1" min	2
2
2	#10
#12
#14	156
177
195	211
239
264	104
118
130	141
160
176	78
89
98	105
120
132	62
71
78	84
96
106	52
59
65	70
80
88	45
51
56	60
68
75	39
44
49	53
60
66	35
39
43	47
53
59	31
35
39	42
48
53	
Specific Notes (Refer to the General Notes section for other applicable notes):
Table accounts for increased loads on fasteners due to the eccentricity of the fasteners relative to the panel seam. TheSpan-
lok hp & SpanSeam panel summary chart at the front of this section provides for development of these fastener load adjustments.
Number of clip fasteners can be reduced to (1) if project load requirements can still be met. The tabulatedpanel system capacities shall be reduced by 40% (fastener capacity x Qty=1 1.66 is 40% of fastener capacity x Qty=2 2.0). The fastener hole closest to the panel seam must be used. The Span-lok hp & SpanSeam panel summary chart at the front of this section provides for developmentof these fastener load adjustments.	

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Table 1.11 - Clip/fastener attachment schedules (16”, No. 24 gage Span-lok hp / SpanSeam with Standard Clip)

Substrate	Fastener	Attachment Spacing, (ft-in)	
	#
per clip	
Size	1' - 0"	1' - 6"	2' - 0"	2' - 6"	3' - 0"	3' - 6"	4' - 0"	4' - 6"	5' - 0"	
			Panel / Clip Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			190	298	174	273	158	248	142	223	126	198	110	173	94	148	77	123	61	98	
			Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	
	12ga	2	#10	190	298	174	273	148	223	119	178	99	149	85	127	74	111	66	99	59	89	
	(.1050")	2	#12	190	298	174	273	158	248	135	203	112	169	96	145	84	127	75	113	61	98	
		2	1/4"	190	298	174	273	158	248	142	223	126	195	110	167	94	146	77	123	61	98	

Cold Formed Steel (Gr 55
min.)	14ga
(.0700")	2
2
2	#10
#12 1/4"	190
190
190	297
298
298	132
150
174	198
225
261	99
112
130	149
169
195	79
90
104	119
135
156	66
75
87	99
113
130	57
64
74	85
96
112	49
56
65	74
84
98	44
50
58	66
75
87	40
45
52	59
68
78	
	16ga
(.0590")	2
2
2	#10
#12 1/4"	167
190
190	250
284
298	111
126
146	167
190
220	83
95
110	125
142
165	67
76
88	100
114
132	56
63
73	83
95
110	48
54
63	71
81
94	42
47
55	62
71
82	37
42
49	56
63
73	33
38
44	50
57
66	
	18ga	2	#10	133	200	89	133	66	100	53	80	44	67	38	57	33	50	30	44	27	40	
	(.0470")	2	#12	151	227	101	151	76	113	60	91	50	76	43	65	38	57	34	50	30	45	
		2	1/4"	175	263	117	175	87	131	70	105	58	88	50	75	44	66	39	58	35	53	
	16ga	2	#10	109	163	72	109	54	81	43	65	36	54	31	47	27	41	24	36	22	33	
	(.0598")	2	#12	124	185	82	124	62	93	49	74	41	62	35	53	31	46	27	41	25	37	
		2	1/4"	143	215	95	143	71	107	57	86	48	72	41	61	36	54	32	48	29	43	

Cold Formed Steel (Gr 33
min.)	18ga
(.0478")	2
2
2	#10
#12 1/4"	87
99
114	131
148
172	58
66
76	87
99
115	43
49
57	65
74
86	35
39
46	52
59
69	29
33
38	44
49
57	25
28
33	37
42
49	22
25
29	33
37
43	19
22
25	29
33
38	17
20
23	26
30
34	
	20ga
(.0359")	2
2
2	#10
#12 1/4"	65
74
86	98
111
129	43
49
57	65
74
86	33
37
43	49
56
65	26
30
34	39
44
52	22
25
29	33
37
43	19
21
25	28
32
37	16
19
21	24
28
32	14
16
19	22
25
29	13
15
17	20
22
26	
	22ga	2	#10	54	82	36	55	27	41	22	33	18	27	16	23	14	20	12	18	11	16	
	(.0299")	2	#12	62	93	41	62	31	47	25	37	21	31	18	27	15	23	14	21	12	19	
		2	1/4"	71	107	48	72	36	54	29	43	24	36	20	31	18	27	16	24	14	21	
	15/32"	2	#10	62	83	41	56	31	42	25	33	21	28	18	24	15	21	14	19	12	17	
		2	#12	70	95	47	63	35	47	28	38	23	32	20	27	18	24	16	21	14	19	
		2	#14	77	104	52	70	39	52	31	42	26	35	22	30	19	26	17	23	15	21	
Plywood & OSB	19/32"	2
2
2	#10
#12
#14	78
89
98	106
120
132	52
59
65	71
80
88	39
44
49	53
60
66	31
36
39	42
48
53	26
30
33	35
40
44	22
25
28	30
34
38	20
22
24	26
30
33	17
20
22	24
27
29	16
18
20	21
24
26	
	23/32"	2	#10	95	128	63	85	47	64	38	51	32	43	27	36	24	32	21	28	19	26	
		2	#12	108	146	72	97	54	73	43	58	36	49	31	42	27	36	24	32	22	29	
		2	#14	118	160	79	107	59	80	47	64	39	53	34	46	30	40	26	36	24	32	
Lumber (DFL)	1" min	2
2
2	#10
#12
#14	156
177
190	211
239
264	104
118
130	141
160
176	78
89
98	105
120
132	62
71
78	84
96
106	52
59
65	70
80
88	45
51
56	60
68
75	39
44
49	53
60
66	35
39
43	47
53
59	31
35
39	42
48
53	
Specific Notes (Refer to the General Notes section for other applicable notes):
Table accounts for increased loads on fasteners due to the eccentricity of the fasteners relative to the panel seam. The Span-
lok hp & SpanSeam panel summary chart at the front of this section provides for development of these fastener load adjustments.
Number of clip fasteners can be reduced to (1) if project load requirements can still be met. The tabulated panel system capacities shall be reduced by 40% (fastener capacity x Qty=1 1.66 is 40% of fastener capacity x Qty=2 2.0). The fastener hole closest to the panel seam must be used. The Span-lok hp & SpanSeam panel summary chart at the front of this section provides for development of these fastener load adjustments.	

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Table 1.12 - Clip/fastener attachment schedule (16”&12”, 22&24 gage Span-lok hp / SpanSeam with LOW CLIP)

Substrate	Fastener	Attachment Spacing, (ft-in)	
	#
per clip	
Size	1' - 0"	1' - 6"	2' - 0"	2' - 6"	3' - 0"	3' - 6"	4' - 0"	4' - 6"	5' - 0"	
			Panel / Clip Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			114	182	99	158	86	137	73	117	62	99	52	83	43	68	35	56	28	45	
			Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	
	12ga	2	#10	114	182	99	158	86	137	73	117	62	99	52	83	43	68	35	56	28	45	
	(.1050")	2	#12	114	182	99	158	86	137	73	117	62	99	52	83	43	68	35	56	28	45	
		2	1/4"	114	182	99	158	86	137	73	117	62	99	52	83	43	68	35	56	28	45	
Cold Formed Steel (Gr 55
min.)	14ga
(.0700")	2
2
2	#10
#12 1/4"	114
114
114	182
182
182	99
99
99	158
158
158	86
86
86	137
137
137	73
73
73	117
117
117	62
62
62	99
99
99	52
52
52	83
83
83	43
43
43	68
68
68	35
35
35	56
56
56	28
28
28	45
45
45	
	16ga
(.0590")	2
2
2	#10
#12 1/4"	114
114
114	182
182
182	99
99
99	158
158
158	86
86
86	137
137
137	73
73
73	117
117
117	62
62
62	99
99
99	52
52
52	83
83
83	43
43
43	68
68
68	35
35
35	56
56
56	28
28
28	45
45
45	
	18ga	2	#10	114	182	99	158	82	123	65	98	54	82	47	70	41	61	35	55	28	45	
	(.0470")	2	#12	114	182	99	158	86	137	73	112	62	93	52	80	43	68	35	56	28	45	
		2	1/4"	114	182	99	158	86	137	73	117	62	99	52	83	43	68	35	56	28	45	
	16ga	2	#10	114	182	89	134	67	100	53	80	45	67	38	57	33	50	30	45	27	40	
	(.0598")	2	#12	114	182	99	152	76	114	61	91	51	76	43	65	38	57	34	51	28	45	
		2	1/4"	114	182	99	158	86	132	70	106	59	88	50	75	43	66	35	56	28	45	
Cold Formed Steel (Gr 33
min.)	18ga
(.0478")	2
2
2	#10
#12 1/4"	107
114
114	161
182
182	71
81
94	107
121
141	53
61
70	80
91
106	43
49
56	64
73
85	36
41
47	54
61
70	31
35
40	46
52
60	27
30
35	40
45
53	24
27
31	36
40
47	21
24
28	32
36
42	
	20ga
(.0359")	2
2
2	#10
#12 1/4"	80
91
106	120
137
159	54
61
70	80
91
106	40
46
53	60
68
79	32
37
42	48
55
64	27
30
35	40
46
53	23
26
30	34
39
45	20
23
26	30
34
40	18
20
23	27
30
35	16
18
21	24
27
32	
	22ga	2	#10	67	101	45	67	33	50	27	40	22	34	19	29	17	25	15	22	13	20	
	(.0299")	2	#12	76	114	51	76	38	57	30	46	25	38	22	33	19	29	17	25	15	23	
		2	1/4"	88	132	59	88	44	66	35	53	29	44	25	38	22	33	20	29	18	26	
	15/32"	2	#10	76	102	51	68	38	51	30	41	25	34	22	29	19	26	17	23	15	20	
		2	#12	86	116	58	78	43	58	35	47	29	39	25	33	22	29	19	26	17	23	
		2	#14	95	128	63	86	48	64	38	51	32	43	27	37	24	32	21	29	19	26	
Plywood & OSB	19/32"	2
2
2	#10
#12
#14	96
109
114	130
148
162	64
73
80	87
98
108	48
55
60	65
74
81	38
44
48	52
59
65	32
36
40	43
49
54	27
31
34	37
42
46	24
27
30	33
37
41	21
24
27	29
33
36	19
22
24	26
30
32	
	23/32"	2	#10	114	157	78	105	58	78	47	63	39	52	33	45	29	39	26	35	23	31	
		2	#12	114	179	88	119	66	90	53	72	44	60	38	51	33	45	29	40	26	36	
		2	#14	114	182	97	131	73	98	58	79	49	66	42	56	36	49	32	44	28	39	
Lumber (DFL)	1" min	2
2
2	#10
#12
#14	114
114
114	182
182
182	99
99
99	158
158
158	86
86
86	130
137
137	73
73
73	104
117
117	62
62
62	86
98
99	52
52
52	74
83
83	43
43
43	65
68
68	35
35
35	56
56
56	28
28
28	45
45
45	
Specific Notes (Refer to the General Notes section for other applicable notes):
Table accounts for increased loads on fasteners due to the eccentricity of the fasteners relative to the panel seam. The Span-
lok hp & SpanSeam panel summary chart at the front of this section provides for development of these fastener load adjustment s.
Number of clip fasteners can be reduced to (1) if project load requirements can still be met. The tabulated panel system
capacities shall be reduced by 1/2.
Number of clip fasteners can be increased to (3), and stated capacity up to 50%, with the final capacity not to exceed max
Panel/Clip Capacity stated at the top of the chart.	

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

2.0 - Design Span hp

Figure 2.1 - Profile: As installed view shown.

Table 2.1 – Profile

Panel Use:	Roof (primary use), wall, fascia	
Substrates:	Over spaced supports or solid substrate	
Available Gages:	No. 22, 24	
Minimum Slope:	2:12 (16.7 percent)	
Load Combination Reduction Available (Ref. Section 5.6)	No	

Uninstalled Panel View		

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Table 2.2 - Attachment:
Clip Name:	Design Span Clip	

Clip View:		
Clip Usage:	Over spaced framing or solid substrates	
Part #:	#DSPCLP3.5	
Panel/ Substrate Gap:	3/16 inch	
Thermal Movement:	Unlimited	

Fastener Limitations:	Nom. size: ¼ inch max.
Head height: 0.120-inch max.
Head dia.: ½ inch max.	
Recommended Fastener(s):	#10 or #12 pancake head	
Fastener Load Adjustments
(due to eccentricity of fasteners relative to panel seam):	Per fastener: 2.07
ΣM = 0 1.39P = .67R	
Associated Bearing Plate:	#BP3HOLE	

Table 2.3 - Section properties (12” Design Span hp panel)

Gauge	Weight	
Base Metal Thickness	
Yield Strength	
Tensile Strength	Gross Section Properties	
				
Area	Moment of Inertia	Distance to
N.A. from Bottom	Positive Section Modulus	Negative Section Modulus	
w
psf	t
in	Fy
ksi	Fu
ksi	Ag
in2/ft	Ig
in4/ft	yb
in	Sg+
in3/ft	Sg-
in3/ft	
24	1.45	0.0232	50	65	0.4162	0.1226	0.35	0.0875	0.3518	
22	1.83	0.0294	50	65	0.5249	0.1530	0.35	0.1090	0.4393	

Gauge	Effective Section Properties	Uniform Load Only	
	
Area	Positive	Negative		
		Moment of Inertia	Distance to
N.A. from Bottom	Section Modulus	Moment of Inertia	Distance to
N.A. from Bottom	Section Modulus	
Id = (2Ie+Ig)/3	
	Ae/ft
in2	Ie+
in4/ft	yb
in	Se+
in3/ft	Ie-
in4/ft	yb
in	Se-
in3/ft	I+
in4/ft	I-
in4/ft	
24	0.1350	0.1165	0.33	0.0820	0.0530	0.85	0.0586	0.1185	0.0762	
22	0.1913	0.1518	0.35	0.1080	0.0730	0.80	0.0771	0.1522	0.0997	

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Table 2.4 - Allowable reactions at supports (12” Design Span hp):

Gauge	Condition	Allowable (lbs/ft width)	Factored (lbs/ft width)	
24	1- End
2- Interior	412
1005	660
1610	
22	1- End
2- Interior	588
1416	942
2267	
Reaction capacities based on a minimum 1.5" web bearing length	

Table 2.5 - Positive (inward) uniform load design values (12” Design Span hp):

Gauge	
Span	
Condition	Positive (Inward) Uniform Load Capacity (lbs/ft2) / Span (ft. - in.)	
			2' - 0"	2' - 6"	3' - 0"	3' - 6"	4' - 0"	4' - 6"	5' - 0"	

24	
Single Span	ASD, W/Ω LRFD, φW L/180
L/60	409
649
-
-	262
415
-
-	182
289
-
-	134
212
-
-	102
162
-
-	81
128
-
-	65
104
-
-	
	
Double Span	ASD, W/Ω LRFD, φW L/180
L/60	285
429
-
-	184
277
-
-	128
193
-
-	94
141
-
-	72
109
-
-	57
85
-
-	46
70
-
-	
	
Triple Span	ASD, W/Ω LRFD, φW L/180
L/60	353
531
-
-	228
343
-
-	160
241
-
-	118
177
-
-	90
136
-
-	71
107
-
-	58
87
-
-	

22	
Single Span	ASD, W/Ω LRFD, φW L/180
L/60	539
855
-
-	345
547
-
-	240
380
-
-	176
279
-
-	135
214
-
-	106
169
-
-	86
137
-
-	
	
Double Span	ASD, W/Ω LRFD, φW L/180
L/60	377
568
-
-	243
365
-
-	169
255
-
-	124
187
-
-	96
144
-
-	76
114
-
-	61
92
-
-	
	
Triple Span	ASD, W/Ω LRFD, φW L/180
L/60	468
704
-
-	302
455
-
-	211
317
-
-	155
233
-
-	119
180
-
-	94
142
-
-	76
115
-
-	
Table values denoted by “-“ indicate that capacities are limited by panel strength not deflection.

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Table 2.6 - Clip/fastener attachment schedules (12”, No. 22 & 24 gage Design Span hp):

Substrate	Fastener	Attachment Spacing, (ft-in)	
	#
per clip	
Size	1' - 0"	1' - 6"	2' - 0"	2' - 6"	3' - 0"	3' - 6"	4' - 0"	4' - 6"	5' - 0"	
			Panel / Clip Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			82	123	76	115	71	106	67	101	63	95	59	89	56	83	52	78	48	72	
			Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	

Cold Formed Steel (Gr 55
min.)	12ga
(.1050")	2
2	#10
#12	82
82	123
123	76
76	115
115	71
71	106
106	67
67	101
101	63
63	95
95	59
59	89
89	56
56	83
83	52
52	78
78	48
48	72
72	
	14ga
(.0700")	2
2	#10
#12	82
82	123
123	76
76	115
115	71
71	106
106	67
67	101
101	63
63	95
95	59
59	89
89	56
56	83
83	52
52	78
78	48
48	72
72	
	16ga
(.0590")	2
2	#10
#12	82
82	123
123	76
76	115
115	71
71	106
106	67
67	101
101	63
63	95
95	59
59	89
89	54
56	80
83	48
52	71
78	43
48	64
72	
	18ga
(.0470")	2
2	#10
#12	82
82	123
123	76
76	115
115	71
71	106
106	67
67	101
101	57
63	86
95	49
56	73
83	43
49	64
73	38
43	57
65	34
39	51
58	

Cold Formed Steel (Gr 33
min.)	16ga
(.0598")	2
2	#10
#12	82
82	123
123	76
76	115
115	70
71	105
106	56
64	84
95	47
53	70
80	40
45	60
68	35
40	52
60	31
35	47
53	28
32	42
48	
	18ga
(.0478")	2
2	#10
#12	82
82	123
123	75
76	112
115	56
64	84
95	45
51	67
76	37
42	56
63	32
36	48
54	28
32	42
48	25
28	37
42	22
25	34
38	
	20ga
(.0359")	2
2	#10
#12	82
82	123
123	56
64	84
95	42
48	63
71	34
38	50
57	28
32	42
48	24
27	36
41	21
24	31
36	19
21	28
32	17
19	25
29	
	22ga
(.0299")	2
2	#10
#12	70
80	105
120	47
53	70
80	35
40	53
60	28
32	42
48	23
27	35
40	20
23	30
34	17
20	26
30	16
18	23
27	14
16	21
24	

Plywood & OSB	15/32"	2
2	#10
#12	79
82	107
122	53
60	71
81	40
45	54
61	32
36	43
49	26
30	36
41	23
26	31
35	20
23	27
30	18
20	24
27	16
18	21
24	
	19/32"	2
2	#10
#12	82
82	123
123	67
76	91
103	50
57	68
77	40
46	54
62	34
38	45
52	29
33	39
44	25
29	34
39	22
25	30
34	20
23	27
31	
	23/32"	2
2	#10
#12	82
82	123
123	76
76	110
115	61
69	82
94	49
55	66
75	41
46	55
62	35
40	47
54	30
35	41
47	27
31	37
42	24
28	33
37	
Lumber
(DFL)	1" min	2
2	#10
#12	82
82	123
123	76
76	115
115	71
71	106
106	67
67	101
101	63
63	90
95	57
59	78
88	50
56	68
77	45
51	60
68	40
46	54
62	
Specific Notes (Refer to the General Notes section for other applicable notes):
Table accounts for increased loads on fasteners due to the eccentricity of the fasteners relative to the panel seam. The Design
Span hp panel summary chart at the front of this section provides for development of these fastener load adjustments.
Number of clip fasteners can be reduced to (1) if project load requirements can still be met. The tabulated panel system
capacities shall be reduced by 1/2.
Number of clip fasteners can be increased to (3), and stated capacity up to 50%, with the final capacity not to exceed max
Panel/Clip Capacity stated at the top of the chart.	

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Table 2.7 - Section properties (16” Design Span hp):

Gauge	Weight	
Base Metal Thickness	
Yield Strength	
Tensile Strength	Gross Section Properties	
				
Area	Moment of Inertia	Distance to
N.A. from Bottom	Positive Section Modulus	Negative Section Modulus	
w
psf	t
in	Fy
ksi	Fu
ksi	Ag
in2/ft	Ig
in4/ft	yb
in	Sg+
in3/ft	Sg-
in3/ft	
24	1.34	0.0232	50	65	0.3817	0.0983	0.29	0.0673	0.3428	
22	1.68	0.0294	50	65	0.4819	0.1223	0.29	0.0838	0.4274	

Gauge	Effective Section Properties	Uniform Load Only	
	
Area	Positive	Negative		
		Moment of Inertia	Distance to
N.A. from Bottom	Section Modulus	Moment of Inertia	Distance to
N.A. from Bottom	Section Modulus	
Id = (2Ie+Ig)/3	
	Ae/ft
in2	Ie+
in4/ft	yb
in	Se+
in3/ft	Ie-
in4/ft	yb
in	Se-
in3/ft	I+
in4/ft	I-
in4/ft	
24	0.1013	0.0923	0.27	0.0624	0.0398	0.84	0.0440	0.0943	0.0593	
22	0.1437	0.1208	0.28	0.0825	0.0548	0.80	0.0580	0.1213	0.0773	

Table 2.8 - Allowable reactions at supports (16” Design Span hp):

Gauge	Condition	Allowable (lbs/ft width)	Factored (lbs/ft width)	
24	1- End
2- Interior	309
754	495
1207	
22	1- End
2- Interior	492
612	788
980	
Reaction capacities based on a minimum 1.5" web bearing length	

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Table 2.9 - Positive (inward) uniform load design values (16” Design Span hp):

Gauge	
Span	
Condition	Positive (Inward) Uniform Load Capacity (lbs/ft2) / Span (ft. - in.)	
			2' - 0"	2' - 6"	3' - 0"	3' - 6"	4' - 0"	4' - 6"	5' - 0"	

24	
Single Span	ASD, W/Ω LRFD, φW L/180
L/60	309
494
-
-	199
316
-
-	138
220
-
-	102
161
-
-	78
124
-
-	62
98
-
-	50
79
-
-	
	
Double Span	ASD, W/Ω LRFD, φW L/180
L/60	214
322
-
-	138
208
-
-	96
144
-
-	71
107
-
-	54
82
-
-	43
65
-
-	34
52
-
-	
	
Triple Span	ASD, W/Ω LRFD, φW L/180
L/60	265
399
-
-	171
258
-
-	119
180
-
-	88
132
-
-	67
102
-
-	53
80
-
-	43
65
-
-	

22	
Single Span	ASD, W/Ω LRFD, φW L/180
L/60	412
653
-
-	263
418
-
-	183
290
-
-	134
213
-
-	103
163
-
-	81
129
-
-	66
105
-
-	
	
Double Span	ASD, W/Ω LRFD, φW L/180
L/60	245
392
-
-	183
275
-
-	127
192
-
-	93
140
-
-	72
108
-
-	57
85
-
-	45
68
-
-	
	
Triple Span	ASD, W/Ω LRFD, φW L/180
L/60	278
445
-
-	223
342
-
-	158
238
-
-	117
176
-
-	90
135
-
-	70
106
-
-	57
86
-
-	
Table values denoted by “-“ indicate that capacities are limited by panel strength not deflection.

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Table 2.10 - Clip/fastener attachment schedule (16”, No. 22 gage Design Span hp):

Substrate	Fastener	Attachment Spacing, (ft-in)	
	#
per clip	
Size	1' - 0"	1' - 6"	2' - 0"	2' - 6"	3' - 0"	3' - 6"	4' - 0"	4' - 6"	5' - 0"	
			Panel / Clip Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			74	112	66	99	58	87	49	74	49	73	48	72	47	71	47	70	46	69	
			Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	

Cold Formed Steel (Gr 55
min.)	12ga
(.1050")	2
2	#10
#12	74
74	112
112	66
66	99
99	58
58	87
87	49
49	74
74	49
49	73
73	48
48	72
72	47
47	71
71	47
47	70
70	46
46	69
69	
	14ga
(.0700")	2
2	#10
#12	74
74	112
112	66
66	99
99	58
58	87
87	49
49	74
74	49
49	73
73	48
48	72
72	47
47	71
71	42
47	64
70	38
43	57
65	
	16ga
(.0590")	2
2	#10
#12	74
74	112
112	66
66	99
99	58
58	87
87	49
49	74
74	49
49	73
73	46
48	69
72	40
46	60
69	36
41	54
61	32
37	48
55	
	18ga
(.0470")	2
2	#10
#12	74
74	112
112	66
66	99
99	58
58	87
87	49
49	74
74	43
49	64
73	37
42	55
63	32
36	48
55	29
32	43
49	26
29	39
44	

Cold Formed Steel (Gr 33
min.)	16ga
(.0598")	2
2	#10
#12	74
74	112
112	66
66	99
99	52
58	79
87	42
48	63
72	35
40	52
60	30
34	45
51	26
30	39
45	23
27	35
40	21
24	31
36	
	18ga
(.0478")	2
2	#10
#12	74
74	112
112	56
64	84
95	42
48	63
71	34
38	50
57	28
32	42
48	24
27	36
41	21
24	32
36	19
21	28
32	17
19	25
29	
	20ga
(.0359")	2
2	#10
#12	63
72	94
107	42
48	63
71	32
36	47
54	25
29	38
43	21
24	31
36	18
20	27
31	16
18	24
27	14
16	21
24	13
14	19
21	
	22ga
(.0299")	2
2	#10
#12	52
60	79
90	35
40	53
60	26
30	39
45	21
24	32
36	17
20	26
30	15
17	23
26	13
15	20
22	12
13	18
20	10
12	16
18	

Plywood & OSB	15/32"	2
2	#10
#12	60
68	80
91	40
45	54
61	30
34	40
46	24
27	32
37	20
23	27
30	17
19	23
26	15
17	20
23	13
15	18
20	12
14	16
18	
	19/32"	2
2	#10
#12	74
74	102
112	50
57	68
77	38
43	51
58	30
34	41
46	25
29	34
39	22
25	29
33	19
21	26
29	17
19	23
26	15
17	20
23	
	23/32"	2
2	#10
#12	74
74	112
112	61
66	82
94	46
52	62
70	37
42	49
56	30
35	41
47	26
30	35
40	23
26	31
35	20
23	27
31	18
21	25
28	
Lumber
(DFL)	1" min	2
2	#10
#12	74
74	112
112	66
66	99
99	58
58	87
87	49
49	74
74	49
49	68
73	43
48	58
66	38
43	51
58	33
38	45
51	30
34	41
46	
Specific Notes (Refer to the General Notes section for other applicable notes):
Table accounts for increased loads on fasteners due to the eccentricity of the fasteners relative to the panel seam. TheDesign
Span hp panel summary chart at the front of this section provides for development of these fastener load adjustments.
Number of clip fasteners can be reduced to (1) if project load requirements can still be met. The tabulated panel system
capacities shall be reduced by 1/2.
Number of clip fasteners can be increased to (3), and stated capacity up to 50%, with the final capacity not to exceed max
Panel/Clip Capacity stated at the top of the chart.	

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Table 2.11 - Clip/fastener attachment schedule (16”, No. 24 gage Design Span hp):

Substrate	Fastener	Attachment Spacing, (ft-in)	
	#
per clip	
Size	1' - 0"	1' - 6"	2' - 0"	2' - 6"	3' - 0"	3' - 6"	4' - 0"	4' - 6"	5' - 0"	
			Panel / Clip Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			49	73	42	64	36	54	30	44	29	44	29	44	29	43	28	43	28	42	
			Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	

Cold Formed Steel (Gr 55
min.)	12ga
(.1050")	2
2	#10
#12	49
49	73
73	42
42	64
64	36
36	54
54	30
30	44
44	29
29	44
44	29
29	44
44	29
29	43
43	28
28	43
43	28
28	42
42	
	14ga
(.0700")	2
2	#10
#12	49
49	73
73	42
42	64
64	36
36	54
54	30
30	44
44	29
29	44
44	29
29	44
44	29
29	43
43	28
28	43
43	28
28	42
42	
	16ga
(.0590")	2
2	#10
#12	49
49	73
73	42
42	64
64	36
36	54
54	30
30	44
44	29
29	44
44	29
29	44
44	29
29	43
43	28
28	43
43	28
28	42
42	
	18ga
(.0470")	2
2	#10
#12	49
49	73
73	42
42	64
64	36
36	54
54	30
30	44
44	29
29	44
44	29
29	44
44	29
29	43
43	28
28	43
43	26
28	39
42	

Cold Formed Steel (Gr 33
min.)	16ga
(.0598")	2
2	#10
#12	49
49	73
73	42
42	64
64	36
36	54
54	30
30	44
44	29
29	44
44	29
29	44
44	26
29	39
43	23
27	35
40	21
24	31
36	
	18ga
(.0478")	2
2	#10
#12	49
49	73
73	42
42	64
64	36
36	54
54	30
30	44
44	28
29	42
44	24
27	36
41	21
24	32
36	19
21	28
32	17
19	25
29	
	20ga
(.0359")	2
2	#10
#12	49
49	73
73	42
42	63
64	32
36	47
54	25
29	38
43	21
24	31
36	18
20	27
31	16
18	24
27	14
16	21
24	13
14	19
21	
	22ga
(.0299")	2
2	#10
#12	49
49	73
73	35
40	53
60	26
30	39
45	21
24	32
36	17
20	26
30	15
17	23
26	13
15	20
22	12
13	18
20	10
12	16
18	

Plywood & OSB	15/32"	2
2	#10
#12	49
49	73
73	40
42	54
61	30
34	40
46	24
27	32
37	20
23	27
30	17
19	23
26	15
17	20
23	13
15	18
20	12
14	16
18	
	19/32"	2
2	#10
#12	49
49	73
73	42
42	64
64	36
36	51
54	30
30	41
44	25
29	34
39	22
25	29
33	19
21	26
29	17
19	23
26	15
17	20
23	
	23/32"	2
2	#10
#12	49
49	73
73	42
42	64
64	36
36	54
54	30
30	44
44	29
29	41
44	26
29	35
40	23
26	31
35	20
23	27
31	18
21	25
28	
Lumber
(DFL)	1" min	2
2	#10
#12	49
49	73
73	42
42	64
64	36
36	54
54	30
30	44
44	29
29	44
44	29
29	44
44	29
29	43
43	28
28	43
43	28
28	41
42	
Specific Notes (Refer to the General Notes section for other applicable notes):
Table accounts for increased loads on fasteners due to the eccentricity of the fasteners relative to the panel seam. TheDesign
Span hp panel summary chart at the front of this section provides for development of these fastener load adjustments.
Number of clip fasteners can be reduced to (1) if project load requirements can still be met. The tabulated panel system
capacities shall be reduced by 1/2.
Number of clip fasteners can be increased to (3), and stated capacityup to 50%, with the final capacity not to exceed max
Panel/Clip Capacity stated at the top of the chart.	

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Table 2.12 - Section properties (17” Design Span hp):

Gauge	Weight	
Base Metal Thickness	
Yield Strength	
Tensile Strength	Gross Section Properties	
				
Area	Moment of Inertia	Distance to
N.A. from Bottom	Positive Section Modulus	Negative Section Modulus	
w
psf	t
in	Fy
ksi	Fu
ksi	Ag
in2/ft	Ig
in4/ft	yb
in	Sg+
in3/ft	Sg-
in3/ft	
24	1.31	0.0232	50	65	0.3756	0.0939	0.28	0.0636	0.3411	
22	1.65	0.0294	50	65	0.4743	0.1172	0.28	0.0792	0.4250	

Gauge	Effective Section Properties	Uniform Load Only	
	
Area	Positive	Negative		
		Moment of Inertia	Distance to
N.A. from Bottom	Section Modulus	Moment of Inertia	Distance to
N.A. from Bottom	Section Modulus	
Id = (2Ie+Ig)/3	
	Ae/ft
in2	Ie+
in4/ft	yb
in	Se+
in3/ft	Ie-
in4/ft	yb
in	Se-
in3/ft	I+
in4/ft	I-
in4/ft	
24	0.0954	0.0882	0.26	0.0589	0.0374	0.84	0.0414	0.0901	0.0562	
22	0.1352	0.1151	0.27	0.0779	0.0515	0.80	0.0546	0.1158	0.0734	

Table 2.13 - Allowable reactions at supports (17” Design Span hp):

Gauge	Condition	Allowable (lbs/ft width)	Factored (lbs/ft width)	
24	1- End
2- Interior	291
710	466
1136	
22	1- End
2- Interior	463
576	742
922	
Reaction capacities based on a minimum 1.5" web bearing length	

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Table 2.14 - Positive (inward) uniform load design values (17” Design Span hp):

Gauge	
Span	
Condition	Positive (Inward) Uniform Load Capacity (lbs/ft2) / Span (ft. - in.)	
			2' - 0"	2' - 6"	3' - 0"	3' - 6"	4' - 0"	4' - 6"	5' - 0"	

24	
Single Span	ASD, W/Ω LRFD, φW L/180
L/60	291
466
-
-	188
298
-
-	131
207
-
-	96
152
-
-	73
117
-
-	58
92
-
-	47
75
-
-	
	
Double Span	ASD, W/Ω LRFD, φW L/180
L/60	201
303
-
-	129
195
-
-	90
136
-
-	66
100
-
-	51
76
-
-	40
60
-
-	32
49
-
-	
	
Triple Span	ASD, W/Ω LRFD, φW L/180
L/60	249
375
-
-	162
243
-
-	113
170
-
-	83
124
-
-	64
96
-
-	50
75
-
-	41
62
-
-	

22	
Single Span	ASD, W/Ω LRFD, φW L/180
L/60	389
616
-
-	249
394
-
-	173
274
-
-	127
201
-
-	97
154
-
-	77
122
-
-	62
99
-
-	
	
Double Span	ASD, W/Ω LRFD, φW L/180
L/60	230
369
-
-	171
258
-
-	119
180
-
-	88
132
-
-	67
101
-
-	53
80
-
-	43
64
-
-	
	
Triple Span	ASD, W/Ω LRFD, φW L/180
L/60	262
419
-
-	209
322
-
-	149
225
-
-	110
165
-
-	84
126
-
-	66
100
-
-	54
81
-
-	
Table values denoted by “-“ indicate that capacities are limited by panel strength not deflection.

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Table 2.15 - Clip/fastener attachment schedules (17” & 18”, No. 22 gage Design Span hp):

Substrate	Fastener	Attachment Spacing, (ft-in)	
	#
per clip	
Size	1' - 0"	1' - 6"	2' - 0"	2' - 6"	3' - 0"	3' - 6"	4' - 0"	4' - 6"	5' - 0"	
			Panel / Clip Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			67	100	59	88	51	77	43	65	43	64	42	63	42	63	41	62	41	61	
			Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	

Cold Formed Steel (Gr 55
min.)	12ga
(.1050")	2
2	#10
#12	67
67	100
100	59
59	88
88	51
51	77
77	43
43	65
65	43
43	64
64	42
42	63
63	42
42	63
63	41
41	62
62	41
41	61
61	
	14ga
(.0700")	2
2	#10
#12	67
67	100
100	59
59	88
88	51
51	77
77	43
43	65
65	43
43	64
64	42
42	63
63	42
42	63
63	38
41	57
62	34
39	51
58	
	16ga
(.0590")	2
2	#10
#12	67
67	100
100	59
59	88
88	51
51	77
77	43
43	65
65	43
43	64
64	41
42	61
63	36
41	54
61	32
36	48
54	29
33	43
49	
	18ga
(.0470")	2
2	#10
#12	67
67	100
100	59
59	88
88	51
51	77
77	43
43	65
65	38
43	57
64	33
37	49
56	29
32	43
49	25
29	38
43	23
26	34
39	

Cold Formed Steel (Gr 33
min.)	16ga
(.0598")	2
2	#10
#12	67
67	100
100	59
59	88
88	47
51	70
77	37
42	56
64	31
35	47
53	27
30	40
45	23
27	35
40	21
24	31
35	19
21	28
32	
	18ga
(.0478")	2
2	#10
#12	67
67	100
100	50
57	75
85	37
42	56
63	30
34	45
51	25
28	37
42	21
24	32
36	19
21	28
32	17
19	25
28	15
17	22
25	
	20ga
(.0359")	2
2	#10
#12	56
64	84
95	37
42	56
64	28
32	42
48	22
25	33
38	19
21	28
32	16
18	24
27	14
16	21
24	12
14	19
21	11
13	17
19	
	22ga
(.0299")	2
2	#10
#12	47
53	70
80	31
35	47
53	23
27	35
40	19
21	28
32	16
18	23
27	13
15	20
23	12
13	18
20	10
12	16
18	9
11	14
16	

Plywood & OSB	15/32"	2
2	#10
#12	53
60	71
81	35
40	48
54	26
30	36
41	21
24	29
32	18
20	24
27	15
17	20
23	13
15	18
20	12
13	16
18	11
12	14
16	
	19/32"	2
2	#10
#12	67
67	91
100	45
51	61
69	34
38	45
52	27
31	36
41	22
25	30
34	19
22	26
29	17
19	23
26	15
17	20
23	13
15	18
21	
	23/32"	2
2	#10
#12	67
67	100
100	54
59	73
83	41
46	55
62	32
37	44
50	27
31	37
42	23
26	31
36	20
23	27
31	18
21	24
28	16
18	22
25	
Lumber
(DFL)	1" min	2
2	#10
#12	67
67	100
100	59
59	88
88	51
51	77
77	43
43	65
65	43
43	60
64	38
42	52
59	33
38	45
51	30
34	40
46	27
30	36
41	
Specific Notes (Refer to the General Notes section for other applicable notes):
Table accounts for increased loads on fasteners due to the eccentricity of the fasteners relative to the panel seam. TheDesign
Span hp panel summary chart at the front of this section provides for development of these fastener load adjustments.
Number of clip fasteners can be reduced to (1) if project load requirements can still be met. The tabulated panel system capacities shall be reduced by 1/2.
Number of clip fasteners can be increased to (3), and stated capacity up to 50%, with the final capacity not to exceed max
Panel/Clip Capacity stated at the top of the chart.	

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Table 2.16 - Clip/fastener attachment schedules (17” & 18”, 24 gage Design Span hp):

Substrate	Fastener	Attachment Spacing, (ft-in)	
	#
per clip	
Size	1' - 0"	1' - 6"	2' - 0"	2' - 6"	3' - 0"	3' - 6"	4' - 0"	4' - 6"	5' - 0"	
			Panel / Clip Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			48	74	42	64	35	55	29	45	29	45	28	44	28	43	28	43	27	42	
			Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	

Cold Formed Steel (Gr 55
min.)	12ga
(.1050")	2
2	#10
#12	48
48	74
74	42
42	64
64	35
35	55
55	29
29	45
45	29
29	45
45	28
28	44
44	28
28	43
43	28
28	43
43	27
27	42
42	
	14ga
(.0700")	2
2	#10
#12	48
48	74
74	42
42	64
64	35
35	55
55	29
29	45
45	29
29	45
45	28
28	44
44	28
28	43
43	28
28	43
43	27
27	42
42	
	16ga
(.0590")	2
2	#10
#12	48
48	74
74	42
42	64
64	35
35	55
55	29
29	45
45	29
29	45
45	28
28	44
44	28
28	43
43	28
28	43
43	27
27	42
42	
	18ga
(.0470")	2
2	#10
#12	48
48	74
74	42
42	64
64	35
35	55
55	29
29	45
45	29
29	45
45	28
28	44
44	28
28	43
43	25
28	38
43	23
26	34
39	

Cold Formed Steel (Gr 33
min.)	16ga
(.0598")	2
2	#10
#12	48
48	74
74	42
42	64
64	35
35	55
55	29
29	45
45	29
29	45
45	27
28	40
44	23
27	35
40	21
24	31
35	19
21	28
32	
	18ga
(.0478")	2
2	#10
#12	48
48	74
74	42
42	64
64	35
35	55
55	29
29	45
45	25
28	37
42	21
24	32
36	19
21	28
32	17
19	25
28	15
17	22
25	
	20ga
(.0359")	2
2	#10
#12	48
48	74
74	37
42	56
64	28
32	42
48	22
25	33
38	19
21	28
32	16
18	24
27	14
16	21
24	12
14	19
21	11
13	17
19	
	22ga
(.0299")	2
2	#10
#12	47
48	70
74	31
35	47
53	23
27	35
40	19
21	28
32	16
18	23
27	13
15	20
23	12
13	18
20	10
12	16
18	9
11	14
16	

Plywood & OSB	15/32"	2
2	#10
#12	48
48	71
74	35
40	48
54	26
30	36
41	21
24	29
32	18
20	24
27	15
17	20
23	13
15	18
20	12
13	16
18	11
12	14
16	
	19/32"	2
2	#10
#12	48
48	74
74	42
42	61
64	34
35	45
52	27
29	36
41	22
25	30
34	19
22	26
29	17
19	23
26	15
17	20
23	13
15	18
21	
	23/32"	2
2	#10
#12	48
48	74
74	42
42	64
64	35
35	55
55	29
29	44
45	27
29	37
42	23
26	31
36	20
23	27
31	18
21	24
28	16
18	22
25	
Lumber
(DFL)	1" min	2
2	#10
#12	48
48	74
74	42
42	64
64	35
35	55
55	29
29	45
45	29
29	45
45	28
28	44
44	28
28	43
43	28
28	40
43	27
27	36
41	
Specific Notes (Refer to the General Notes section for other applicable notes):
Table accounts for increased loads on fasteners due to the eccentricity of the fasteners relative to the panel seam. TheDesign
Span hp panel summary chart at the front of this section provides for development of these fastener load adjustments.
Number of clip fasteners can be reduced to (1) if project load requirements can still be met. The tabulated panel system capacities shall be reduced by 1/2.
Number of clip fasteners can be increased to (3), and stated capacity up to 50%, with the final capacity not to exceed max
Panel/Clip Capacity stated at the top of the chart.	

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Table 2.17 - Section properties (18” Design Span hp):

Gauge	Weight	
Base Metal Thickness	
Yield Strength	
Tensile Strength	Gross Section Properties	
				
Area	
Moment of Inertia	Distance to
N.A. from Bottom	Positive Section Modulus	Negative Section Modulus	
w
psf	t
in	Fy
ksi	Fu
ksi	Ag
in2/ft	Ig
in4/ft	yb
in	Sg+
in3/ft	Sg-
in3/ft	
24	1.30	0.0232	50	65	0.3702	0.0893	0.26	0.0603	0.3394	
22	1.63	0.0294	50	65	0.4675	0.1113	0.26	0.0751	0.4228	

Gauge	Effective Section Properties	Uniform Load Only	

Area	Positive	Negative		
		
Moment of Inertia	Distance to
N.A. from Bottom	
Section Modulus	
Moment of Inertia	Distance to
N.A. from Bottom	
Section Modulus	
Id = (2Ie+Ig)/3	
	Ae/ft
in2	Ie+
in4/ft	yb
in	Se+
in3/ft	Ie-
in4/ft	yb
in	Se-
in3/ft	I+
in4/ft	I-
in4/ft	
24	0.0901	0.0840	0.25	0.0557	0.0353	0.84	0.0391	0.0858	0.0533	
22	0.1278	0.1100	0.26	0.0737	0.0487	0.80	0.0515	0.1104	0.0696	

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Table 2.18 - Allowable reactions at supports (18” Design Span hp):

Gauge	Condition	Allowable (lbs/ft width)	Factored (lbs/ft width)	
24	1- End
2- Interior	275
670	440
1073	
22	1- End
2- Interior	437
544	701
871	
Reaction capacities based on a minimum 1.5" web bearing length	

Table 2.19 - Positive (inward) uniform load design values (18” Design Span hp):

Gauge	
Span	
Condition	Positive (Inward) Uniform Load Capacity (lbs/ft2) / Span (ft. - in.)	
			2' - 0"	2' - 6"	3' - 0"	3' - 6"	4' - 0"	4' - 6"	5' - 0"	

24	
Single Span	ASD, W/Ω LRFD, φW L/180
L/60	275
440
-
-	178
282
-
-	124
196
-
-	91
144
-
-	70
110
-
-	55
87
-
-	44
71
-
-	
	
Double Span	ASD, W/Ω LRFD, φW L/180
L/60	190
287
-
-	123
185
-
-	86
129
-
-	62
94
-
-	48
73
-
-	38
58
-
-	31
47
-
-	
	
Triple Span	ASD, W/Ω LRFD, φW L/180
L/60	236
355
-
-	152
229
-
-	107
161
-
-	78
118
-
-	60
90
-
-	47
71
-
-	38
58
-
-	

22	
Single Span	ASD, W/Ω LRFD, φW L/180
L/60	368
584
-
-	235
374
-
-	164
259
-
-	120
191
-
-	92
146
-
-	73
115
-
-	59
93
-
-	
	
Double Span	ASD, W/Ω LRFD, φW L/180
L/60	218
348
-
-	163
244
-
-	113
170
-
-	83
125
-
-	64
96
-
-	50
76
-
-	40
61
-
-	
	
Triple Span	ASD, W/Ω LRFD, φW L/180
L/60	247
396
-
-	198
303
-
-	141
212
-
-	103
155
-
-	79
119
-
-	63
95
-
-	51
77
-
-	
Table values denoted by “-“ indicate that capacities are limited by panel strength not deflection.

Clip/fastener attachment schedules (18” Design Span hp): Tables 2.15 and 2.16 apply

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

3.0 - Select Seam (Narrow Batten)

Figure 3.1 - Profile: As-installed view shown

.
Table 3.1 - Profile:

Panel Use:	Roof (primary use), fascia	
Substrates:	Over solid or closely fitted deck	
Available Gages:	No. 22, 24 gage	
Minimum Slope:	3:12 (25 percent)	
Load Combination Reduction Available (Ref. Section 5.6)	Yes	
Uninstalled Panel View	

Table 3.2 - Attachment:

Clip Name:	Narrow Batten Clip	

Clip View:	
	
Clip Usage:	Over solid substrates only.	
Part #:	#SSMCLPNBZA	
Panel/ Substrate Gap:	3/16 inch	
Thermal Movement:	Unlimited	

Fastener Limitations:	Nom. size: ¼ inch max.
Head height: 0.140-inch max.
Head dia.: 1 inch max.	
Recommended Fastener(s):	#10 or #12 pancake head	
Fastener Load Adjustments
(due to eccentricity of fasteners relative to panel seam):	Per fastener: 1.61
ΣM = 0 1.58P = .98R	
Associated Bearing Plate:	#BPUNI22	

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Table 3.3 - Section properties (12” Select Seam):

Gauge	Weight	
Base Metal Thickness	
Yield Strength	
Tensile Strength	Gross Section Properties	
				
Area	Moment of Inertia	Distance to
N.A. from Bottom	Positive Section Modulus	Negative Section Modulus	
w
psf	t
in	Fy
ksi	Fu
ksi	Ag
in2/ft	Ig
in4/ft	yb
in	Sg+
in3/ft	Sg-
in3/ft	
24	1.49	0.0232	50	65	0.3107	0.0057	0.05	0.0082	0.1093	
22	1.86	0.0294	50	65	0.3932	0.0072	0.06	0.0103	0.1300	

Gauge	Effective Section Properties	Uniform Load Only	
	
Area	Positive	Negative		
		Moment of Inertia	Distance to
N.A. from Bottom	Section Modulus	Moment of Inertia	Distance to
N.A. from Bottom	Section Modulus	
Id = (2Ie+Ig)/3	
	Ae/ft
in2	Ie+
in4/ft	yb
in	Se+
in3/ft	Ie-
in4/ft	yb
in	Se-
in3/ft	I+
in4/ft	I-
in4/ft	
24	0.0442	0.0011	0.03	0.0015	0.0043	0.16	0.0073	0.0026	0.0048	
22	0.0683	0.0023	0.03	0.0032	0.0059	0.14	0.0096	0.0039	0.0063	

Positive (inward) uniform load design values (12” Select Seam):

Design Values are not available. Select Seam requires installation over solid substrate.

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Table 3.4 - Clip/fastener attachment schedule (12”, No. 22 gage Select Seam):

Substrate	Fastener	Attachment Spacing, (ft-in)	
	#
per clip	
Size	1' - 0"	1' - 6"	2' - 0"	2' - 6"	3' - 0"	3' - 6"	4' - 0"	4' - 6"	5' - 0"	
			Panel / Clip Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			132	209	105	166	77	122	69	109	61	96	52	83	44	70	36	56	27	43	
			Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	

Cold Formed Steel (Gr 55
min.)	12ga
(.1050")	1
1	#10
#12	132
132	209
209	105
105	166
166	77
77	122
122	69
69	109
109	61
61	96
96	52
52	83
83	44
44	70
70	36
36	56
56	27
27	43
43	
	14ga
(.0700")	1
1	#10
#12	132
132	209
209	105
105	164
166	77
77	122
122	66
69	98
109	55
61	82
93	47
52	70
80	41
44	61
70	36
36	55
56	27
27	43
43	
	16ga
(.0590")	1
1	#10
#12	132
132	207
209	92
105	138
157	69
77	103
118	55
63	83
94	46
52	69
78	39
45	59
67	35
39	52
59	31
35	46
52	27
27	41
43	
	18ga
(.0470")	1
1	#10
#12	110
125	165
188	73
83	110
125	55
63	83
94	44
50	66
75	37
42	55
63	31
36	47
54	28
31	41
47	24
28	37
42	22
25	33
38	

Cold Formed Steel (Gr 33
min.)	16ga
(.0598")	1
1	#10
#12	90
102	135
153	60
68	90
102	45
51	67
77	36
41	54
61	30
34	45
51	26
29	39
44	22
26	34
38	20
23	30
34	18
20	27
31	
	18ga
(.0478")	1
1	#10
#12	72
82	108
122	48
55	72
82	36
41	54
61	29
33	43
49	24
27	36
41	21
23	31
35	18
20	27
31	16
18	24
27	14
16	22
24	
	20ga
(.0359")	1
1	#10
#12	54
61	81
92	36
41	54
61	27
31	40
46	22
25	32
37	18
20	27
31	15
18	23
26	14
15	20
23	12
14	18
20	11
12	16
18	
	22ga
(.0299")	1
1	#10
#12	45
51	68
77	30
34	45
51	22
26	34
39	18
20	27
31	15
17	23
26	13
15	19
22	11
13	17
19	10
11	15
17	9
10	14
15	

Plywood & OSB	15/32"	1
1	#10
#12	51
58	69
78	34
39	46
52	26
29	34
39	20
23	28
31	17
19	23
26	15
17	20
22	13
15	17
20	11
13	15
17	10
12	14
16	
	19/32"	1
1	#10
#12	65
74	88
99	43
49	58
66	32
37	44
50	26
29	35
40	22
25	29
33	18
21	25
28	16
18	22
25	14
16	19
22	13
15	18
20	
	23/32"	1
1	#10
#12	78
89	106
120	52
59	70
80	39
45	53
60	31
36	42
48	26
30	35
40	22
25	30
34	20
22	26
30	17
20	23
27	16
18	21
24	
Lumber
(DFL)	1" min	1
1	#10
#12	129
132	175
198	86
98	116
132	65
73	87
99	52
59	70
79	43
49	58
66	37
42	50
57	32
37	44
50	29
33	39
44	26
27	35
40	
Specific Notes (Refer to the General Notes section for other applicable notes):
1. Table accounts for increased loads on fasteners due to the eccentricity of the fasteners relative to the panel seam. The Select
Seam Narrow Batten panel summary chart at the front of this section provides for development of these fastener load adjustmen ts.	

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Table 3.5 - Clip/fastener attachment schedule (12”, No. 24 gage Select Seam):

Substrate	Fastener	Attachment Spacing, (ft-in)	
	#
per clip	
Size	1' - 0"	1' - 6"	2' - 0"	2' - 6"	3' - 0"	3' - 6"	4' - 0"	4' - 6"	5' - 0"	
			Panel / Clip Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			95	149	78	122	61	95	54	85	48	75	41	65	35	55	28	44	22	34	
			Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	

Cold Formed Steel (Gr 55
min.)	12ga
(.1050")	1
1	#10
#12	95
95	149
149	78
78	122
122	61
61	95
95	54
54	85
85	48
48	75
75	41
41	65
65	35
35	55
55	28
28	44
44	22
22	34
34	
	14ga
(.0700")	1
1	#10
#12	95
95	149
149	78
78	122
122	61
61	95
95	54
54	85
85	48
48	75
75	41
41	65
65	35
35	55
55	28
28	44
44	22
22	34
34	
	16ga
(.0590")	1
1	#10
#12	95
95	149
149	78
78	122
122	61
61	95
95	54
54	83
85	46
48	69
75	39
41	59
65	35
35	52
55	28
28	44
44	22
22	34
34	
	18ga
(.0470")	1
1	#10
#12	95
95	149
149	73
78	110
122	55
61	83
94	44
50	66
75	37
42	55
63	31
36	47
54	28
31	41
47	24
28	37
42	22
22	33
34	

Cold Formed Steel (Gr 33
min.)	16ga
(.0598")	1
1	#10
#12	90
95	135
149	60
68	90
102	45
51	67
77	36
41	54
61	30
34	45
51	26
29	39
44	22
26	34
38	20
23	30
34	18
20	27
31	
	18ga
(.0478")	1
1	#10
#12	72
82	108
122	48
55	72
82	36
41	54
61	29
33	43
49	24
27	36
41	21
23	31
35	18
20	27
31	16
18	24
27	14
16	22
24	
	20ga
(.0359")	1
1	#10
#12	54
61	81
92	36
41	54
61	27
31	40
46	22
25	32
37	18
20	27
31	15
18	23
26	14
15	20
23	12
14	18
20	11
12	16
18	
	22ga
(.0299")	1
1	#10
#12	45
51	68
77	30
34	45
51	22
26	34
39	18
20	27
31	15
17	23
26	13
15	19
22	11
13	17
19	10
11	15
17	9
10	14
15	

Plywood & OSB	15/32"	1
1	#10
#12	51
58	69
78	34
39	46
52	26
29	34
39	20
23	28
31	17
19	23
26	15
17	20
22	13
15	17
20	11
13	15
17	10
12	14
16	
	19/32"	1
1	#10
#12	65
74	88
99	43
49	58
66	32
37	44
50	26
29	35
40	22
25	29
33	18
21	25
28	16
18	22
25	14
16	19
22	13
15	18
20	
	23/32"	1
1	#10
#12	78
89	106
120	52
59	70
80	39
45	53
60	31
36	42
48	26
30	35
40	22
25	30
34	20
22	26
30	17
20	23
27	16
18	21
24	
Lumber
(DFL)	1" min	1
1	#10
#12	95
95	149
149	78
78	116
122	61
61	87
95	52
54	70
79	43
48	58
66	37
41	50
57	32
35	44
50	28
28	39
44	22
22	34
34	
Specific Notes (Refer to the General Notes section for other applicable notes):
1. Table accounts for increased loads on fasteners due to the eccentricity of the fasteners relative to the panel seam. The Select
Seam Narrow Batten panel summary chart at the front of this section provides for development of these fastener load adjustments.	

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Table 3.6 - Section properties (16” Select Seam):

Gauge	Weight	
Base Metal Thickness	
Yield Strength	
Tensile Strength	Gross Section Properties	
				
Area	Moment of Inertia	Distance to
N.A. from Bottom	Positive Section Modulus	Negative Section Modulus	
w
psf	t
in	Fy
ksi	Fu
ksi	Ag
in2/ft	Ig
in4/ft	yb
in	Sg+
in3/ft	Sg-
in3/ft	
24	1.36	0.0232	50	65	0.3026	0.0044	0.04	0.0062	0.1020	
22	1.71	0.0294	50	65	0.3831	0.0053	0.05	0.0078	0.1199	

Gauge	Effective Section Properties	Uniform Load Only	
	
Area	Positive	Negative		
		Moment of Inertia	Distance to
N.A. from Bottom	Section Modulus	Moment of Inertia	Distance to
N.A. from Bottom	Section Modulus	
Id = (2Ie+Ig)/3	
	Ae/ft
in2	Ie+
in4/ft	yb
in	Se+
in3/ft	Ie-
in4/ft	yb
in	Se-
in3/ft	I+
in4/ft	I-
in4/ft	
24	0.0332	0.0008	0.02	0.0011	0.0032	0.16	0.0055	0.0020	0.0036	
22	0.0514	0.0017	0.03	0.0024	0.0044	0.14	0.0072	0.0029	0.0047	

Positive (inward) uniform load design values (16” Select Seam):

Design Values are not available. Select Seam requires installation over solid substrate.

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Table 3.7 - Clip/fastener attachment schedule (16”, No. 22 gage Select Seam):

Substrate	Fastener	Attachment Spacing, (ft-in)	
	#
per clip	
Size	1' - 0"	1' - 6"	2' - 0"	2' - 6"	3' - 0"	3' - 6"	4' - 0"	4' - 6"	5' - 0"	
			Panel / Clip Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			97	153	81	128	65	104	58	92	50	80	43	68	35	56	28	44	21	32	
			Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	

Cold Formed Steel (Gr 55
min.)	12ga
(.1050")	1
1	#10
#12	97
97	153
153	81
81	128
128	65
65	104
104	58
58	92
92	50
50	80
80	43
43	68
68	35
35	56
56	28
28	44
44	21
21	32
32	
	14ga
(.0700")	1
1	#10
#12	97
97	153
153	81
81	123
128	61
65	92
104	49
56	74
84	41
47	61
70	35
40	53
60	31
35	46
52	27
28	41
44	21
21	32
32	
	16ga
(.0590")	1
1	#10
#12	97
97	153
153	69
78	103
118	52
59	78
88	41
47	62
71	35
39	52
59	30
34	44
50	26
29	39
44	23
26	34
39	21
21	31
32	
	18ga
(.0470")	1
1	#10
#12	83
94	124
141	55
63	83
94	41
47	62
70	33
38	50
56	28
31	41
47	24
27	35
40	21
23	31
35	18
21	28
31	17
19	25
28	

Cold Formed Steel (Gr 33
min.)	16ga
(.0598")	1
1	#10
#12	67
77	101
115	45
51	67
77	34
38	51
58	27
31	40
46	22
26	34
38	19
22	29
33	17
19	25
29	15
17	22
26	13
15	20
23	
	18ga
(.0478")	1
1	#10
#12	54
61	81
92	36
41	54
61	27
31	41
46	22
25	32
37	18
20	27
31	15
18	23
26	13
15	20
23	12
14	18
20	11
12	16
18	
	20ga
(.0359")	1
1	#10
#12	41
46	61
69	27
31	40
46	20
23	30
34	16
18	24
28	14
15	20
23	12
13	17
20	10
12	15
17	9
10	13
15	8
9	12
14	
	22ga
(.0299")	1
1	#10
#12	34
38	51
58	22
26	34
39	17
19	25
29	13
15	20
23	11
13	17
19	10
11	15
17	8
10	13
14	7
9	11
13	7
8	10
12	

Plywood & OSB	15/32"	1
1	#10
#12	38
44	52
59	26
29	34
39	19
22	26
29	15
17	21
23	13
15	17
20	11
12	15
17	10
11	13
15	9
10	11
13	8
9	10
12	
	19/32"	1
1	#10
#12	49
55	66
75	32
37	44
50	24
28	33
37	19
22	26
30	16
18	22
25	14
16	19
21	12
14	16
19	11
12	15
17	10
11	13
15	
	23/32"	1
1	#10
#12	59
67	79
90	39
45	53
60	29
33	40
45	23
27	32
36	20
22	26
30	17
19	23
26	15
17	20
23	13
15	18
20	12
13	16
18	
Lumber
(DFL)	1" min	1
1	#10
#12	97
97	131
149	65
73	87
99	48
55	65
74	39
44	52
59	32
37	44
50	28
31	37
42	24
28	33
37	22
24	29
33	19
21	26
30	
Specific Notes (Refer to the General Notes section for other applicable notes):
1. Table accounts for increased loads on fasteners due to the eccentricity of the fasteners relative to the panel seam. The Select Seam Narrow Batten panel summary chart at the front of this section provides for development of these fastener load adjustments.	

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Table 3.8 - Clip/fastener attachment schedule (16”, No. 24 gage Select Seam):

Substrate	Fastener	Attachment Spacing, (ft-in)	
	#
per clip	
Size	1' - 0"	1' - 6"	2' - 0"	2' - 6"	3' - 0"	3' - 6"	4' - 0"	4' - 6"	5' - 0"	
			Panel / Clip Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			70	112	55	88	40	65	36	58	32	51	28	45	24	38	19	31	15	24	
			Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	

Cold Formed Steel (Gr 55
min.)	12ga
(.1050")	1
1	#10
#12	70
70	112
112	55
55	88
88	40
40	65
65	36
36	58
58	32
32	51
51	28
28	45
45	24
24	38
38	19
19	31
31	15
15	24
24	
	14ga
(.0700")	1
1	#10
#12	70
70	112
112	55
55	88
88	40
40	65
65	36
36	58
58	32
32	51
51	28
28	45
45	24
24	38
38	19
19	31
31	15
15	24
24	
	16ga
(.0590")	1
1	#10
#12	70
70	112
112	55
55	88
88	40
40	65
65	36
36	58
58	32
32	51
51	28
28	44
45	24
24	38
38	19
19	31
31	15
15	24
24	
	18ga
(.0470")	1
1	#10
#12	70
70	112
112	55
55	83
88	40
40	62
65	33
36	50
56	28
31	41
47	24
27	35
40	21
23	31
35	18
19	28
31	15
15	24
24	

Cold Formed Steel (Gr 33
min.)	16ga
(.0598")	1
1	#10
#12	67
70	101
112	45
51	67
77	34
38	51
58	27
31	40
46	22
26	34
38	19
22	29
33	17
19	25
29	15
17	22
26	13
15	20
23	
	18ga
(.0478")	1
1	#10
#12	54
61	81
92	36
41	54
61	27
31	41
46	22
25	32
37	18
20	27
31	15
18	23
26	13
15	20
23	12
14	18
20	11
12	16
18	
	20ga
(.0359")	1
1	#10
#12	41
46	61
69	27
31	40
46	20
23	30
34	16
18	24
28	14
15	20
23	12
13	17
20	10
12	15
17	9
10	13
15	8
9	12
14	
	22ga
(.0299")	1
1	#10
#12	34
38	51
58	22
26	34
39	17
19	25
29	13
15	20
23	11
13	17
19	10
11	15
17	8
10	13
14	7
9	11
13	7
8	10
12	

Plywood & OSB	15/32"	1
1	#10
#12	38
44	52
59	26
29	34
39	19
22	26
29	15
17	21
23	13
15	17
20	11
12	15
17	10
11	13
15	9
10	11
13	8
9	10
12	
	19/32"	1
1	#10
#12	49
55	66
75	32
37	44
50	24
28	33
37	19
22	26
30	16
18	22
25	14
16	19
21	12
14	16
19	11
12	15
17	10
11	13
15	
	23/32"	1
1	#10
#12	59
67	79
90	39
45	53
60	29
33	40
45	23
27	32
36	20
22	26
30	17
19	23
26	15
17	20
23	13
15	18
20	12
13	16
18	
Lumber
(DFL)	1" min	1
1	#10
#12	70
70	112
112	55
55	87
88	40
40	65
65	36
36	52
58	32
32	44
50	28
28	37
42	24
24	33
37	19
19	29
31	15
15	24
24	
Specific Notes (Refer to the General Notes section for other applicable notes):
1. Table accounts for increased loads on fasteners due to the eccentricity of the fasteners relative to the panel seam. The Select Seam Narrow Batten panel summary chart at the front of this section provides for development of these fastener load adjustmen ts.	

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

4.0 - Prestige Series

Figure 4.1 - Profile: As installed view shown, with optional clip.
Table 4.1 - Profile:

Panel Use:	Wall, soffit, fascia, ceiling	
Substrates:	Over solid substrate or over open framing	
Available Gages:	Nos. 18, 20, 22, 24 gage	
Minimum Slope:	Wall (installed horiz. or vertically) or soffit applications only	
Load Combination Reduction Available (Ref. Section 5.6)	N/A	
Uninstalled Panel View		

Table 4.2 - Attachment:

Clip Name:	Prestige Clip	

Clip View:		
Clip Usage:	Optional, however most applications require clip to meet wind loads. Over spaced framing or solid substrates.	
Part #:	#PS12CLP	
Panel/ Substrate Gap:	0”	
Thermal Movement:	None.	

Fastener Limitations:	Nom. size: #14 max.
Head height: ¼ inch maximum Head dia.: ½ inch maximum	
Recommended Fastener(s):	#10 or #12 pancake head
#12 or ¼ inch dia. hex washer head	
Fastener Load Adjustments (due to eccentricity of fasteners relative to panel seam):	3 fasteners: 1.16
ΣM = 0
11.29P = 9.33R1 + 10.08R2	
Associated Bearing Plate:	N/A	

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Table 4.3 - Section properties (Full 12” Prestige Series):

Gauge	Weight	
Base Metal Thickness	
Yield Strength	
Tensile Strength	Gross Section Properties	
				
Area	Moment of Inertia	Distance to
N.A. from Bottom	Positive Section Modulus	Negative Section Modulus	
w
psf	t
in	Fy
ksi	Fu
ksi	Ag
in2/ft	Ig
in4/ft	yb
in	Sg+
in3/ft	Sg-
in3/ft	
24	1.51	0.0232	50	65	0.4295	0.1379	1.12	0.3536	0.1234	
22	1.89	0.0294	50	65	0.5426	0.1710	1.11	0.4406	0.1540	
20	2.27	0.0354	40	55	0.6517	0.2030	1.11	0.5222	0.1833	
18	2.93	0.0459	40	55	0.8415	0.2550	1.10	0.6587	0.2329	

Gauge	Effective Section Properties	Uniform Load Only	
	
Area	Positive	Negative		
		Moment of Inertia	Distance to
N.A. from Bottom	Section Modulus	Moment of Inertia	Distance to
N.A. from Bottom	Section Modulus	
Id = (2Ie+Ig)/3	
	Ae/ft
in2	Ie+
in4/ft	yb
in	Se+
in3/ft	Ie-
in4/ft	yb
in	Se-
in3/ft	I+
in4/ft	I-
in4/ft	
24	0.1426	0.0546	0.61	0.0605	0.0882	1.22	0.0721	0.0824	0.1048	
22	0.1944	0.0741	0.63	0.0853	0.1152	1.21	0.0954	0.1064	0.1338	
20	0.2552	0.0990	0.68	0.1203	0.1450	1.19	0.1221	0.1337	0.1643	
18	0.3584	0.1380	0.71	0.1799	0.1920	1.16	0.1649	0.1770	0.2130	

Table 4.4 - Allowable reactions at supports (Full 12” Prestige Series):

Gauge	Condition	Allowable (lbs/ft width)	Factored (lbs/ft width)	
24	1- End
2- Interior	468
517	749
827	
22	1- End
2- Interior	656
816	1051
1307	
20	1- End
2- Interior	656
816	1051
1307	
18	1- End
2- Interior	656
816	1051
1307	
Reaction capacities based on a minimum 1.5" web bearing length	

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Table 4.5 - Positive (inward) uniform load design values (Full 12” Reveal Prestige Series):

Gauge	
Span	
Condition	Positive (Inward) Uniform Load Capacity (lbs/ft2) / Span (ft. - in.)	
			2' - 0"	3' - 0"	4' - 0"	5' - 0"	6' - 0"	7' - 0"	7' - 6"	

24	
Single Span	ASD, W/Ω LRFD, φW L/180
L/60	302
479
-
-	134
213
-
-	75
120
-
-	48
77
-
-	34
53
33
-	25
39
21
-	21
34
17
-	
	
Double Span	ASD, W/Ω LRFD, φW L/180
L/60	207
331
-
-	138
221
-
-	87
131
-
-	56
85
-
-	39
59
-
-	28
43
-
-	25
38
-
-	
	
Triple Span	ASD, W/Ω LRFD, φW L/180
L/60	235
376
-
-	157
251
-
-	108
162
-
-	70
105
-
-	49
74
-
-	35
54
-
-	31
47
-
-	

22	
Single Span	ASD, W/Ω LRFD, φW L/180
L/60	426
675
-
-	189
300
-
-	106
169
-
-	68
108
-
-	47
75
43
-	35
55
27
-	30
48
22
-	
	
Double Span	ASD, W/Ω LRFD, φW L/180
L/60	326
523
-
-	200
302
-
-	115
173
-
-	74
112
-
-	52
78
-
-	38
57
-
-	34
50
-
-	
	
Triple Span	ASD, W/Ω LRFD, φW L/180
L/60	371
594
-
-	246
370
-
-	143
214
-
-	92
139
-
-	64
97
-
-	48
72
-
-	41
62
-
-	

20	
Single Span	ASD, W/Ω LRFD, φW L/180
L/60	480
762
-
-	213
339
-
-	120
190
-
-	77
122
-
-	53
85
-
-	39
62
34
-	34
54
28
-	
	
Double Span	ASD, W/Ω LRFD, φW L/180
L/60	326
523
-
-	204
307
-
-	118
177
-
-	76
115
-
-	53
80
-
-	39
59
-
-	34
51
-
-	
	
Triple Span	ASD, W/Ω LRFD, φW L/180
L/60	371
594
-
-	247
375
-
-	144
218
-
-	94
142
-
-	65
99
-
-	48
73
-
-	42
64
-
-	

18	
Single Span	ASD, W/Ω LRFD, φW L/180
L/60	656
1051
-
-	319
506
-
-	180
285
-
-	115
182
-
-	80
127
72
-	59
93
45
-	51
81
37
-	
	
Double Span	ASD, W/Ω LRFD, φW L/180
L/60	326
523
-
-	218
348
-
-	158
238
-
-	103
154
-
-	71
107
-
-	53
80
-
-	46
69
-
-	
	
Triple Span	ASD, W/Ω LRFD, φW L/180
L/60	371
594
-
-	247
396
-
-	185
292
-
-	127
191
-
-	88
133
-
-	65
99
-
-	57
86
-
-	
Table values denoted by “-“ indicate that capacities are limited by panel strength not deflection.

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Table 4.6 - Clip/fastener attachment schedule (No. 20 and 22 gage Prestige Series with 0” or 1” reveal, DIRECT FASTENED):

Substrate	Fastener	Attachment Spacing, (ft-in)	
	
#	
Size	2' - 0"	3' - 0"	4' - 0"	5' - 0"	6' - 0"	7' - 0"	7' - 6"	
			Panel Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			20	29	19	29	19	28	19	28	18	28	18	27	18	27	
			Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	
	12ga	1	#10	20	29	19	29	19	28	19	28	18	28	18	27	18	27	
	(.1050")	1	#12	20	29	19	29	19	28	19	28	18	28	18	27	18	27	
		1	1/4"	20	29	19	29	19	28	19	28	18	28	18	27	18	27	
Cold Formed Steel (Gr 55
min.)	14ga
(.0700")	1
1
1	#10
#12 1/4"	20
20
20	29
29
29	19
19
19	29
29
29	19
19
19	28
28
28	19
19
19	28
28
28	18
18
18	28
28
28	18
18
18	27
27
27	18
18
18	27
27
27	
	16ga
(.0590")	1
1
1	#10
#12 1/4"	20
20
20	29
29
29	19
19
19	29
29
29	19
19
19	28
28
28	19
19
19	28
28
28	18
18
18	28
28
28	18
18
18	27
27
27	18
18
18	27
27
27	
	18ga	1	#10	20	29	19	29	19	28	19	28	18	28	18	27	18	27	
	(.0470")	1	#12	20	29	19	29	19	28	19	28	18	28	18	27	18	27	
		1	1/4"	20	29	19	29	19	28	19	28	18	28	18	27	18	27	
	16ga	1	#10	20	29	19	29	19	28	19	28	18	28	18	27	18	27	
	(.0598")	1	#12	20	29	19	29	19	28	19	28	18	28	18	27	18	27	
		1	1/4"	20	29	19	29	19	28	19	28	18	28	18	27	18	27	
Cold Formed Steel (Gr 33
min.)	18ga
(.0478")	1
1
1	#10
#12 1/4"	20
20
20	29
29
29	19
19
19	29
29
29	19
19
19	28
28
28	19
19
19	28
28
28	18
18
18	28
28
28	17
18
18	25
27
27	15
18
18	23
26
27	
	20ga
(.0359")	1
1
1	#10
#12 1/4"	20
20
20	29
29
29	19
19
19	29
29
29	19
19
19	28
28
28	17
19
19	26
28
28	14
16
18	22
25
28	12
14
16	19
21
25	12
13
15	17
20
23	
	22ga	1	#10	20	29	19	29	18	27	14	22	12	18	10	16	10	15	
	(.0299")	1	#12	20	29	19	29	19	28	16	25	14	21	12	18	11	17	
		1	1/4"	20	29	19	29	19	28	19	28	16	24	14	20	13	19	
	15/32"	1	#10	20	29	19	29	19	28	16	22	14	19	12	16	11	15	
		1	#12	20	29	19	29	19	28	19	25	16	21	13	18	12	17	
		1	#14	20	29	19	29	19	28	19	28	17	23	15	20	14	19	
Plywood & OSB	19/32"	1
1
1	#10
#12
#14	20
20
20	29
29
29	19
19
19	29
29
29	19
19
19	28
28
28	19
19
19	28
28
28	17
18
18	24
27
28	15
17
18	20
23
25	14
16
17	19
21
23	
	23/32"	1	#10	20	29	19	29	19	28	19	28	18	28	18	24	17	23	
		1	#12	20	29	19	29	19	28	19	28	18	28	18	27	18	26	
		1	#14	20	29	19	29	19	28	19	28	18	28	18	27	18	27	
Lumber (DFL)	1" min	1
1
1	#10
#12
#14	20
20
20	29
29
29	19
19
19	29
29
29	19
19
19	28
28
28	19
19
19	28
28
28	18
18
18	28
28
28	18
18
18	27
27
27	18
18
18	27
27
27	

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Table 4.7 - Clip/fastener attachment schedule (No. 24 gage Prestige Series with 0” or 1” reveal, DIRECT FASTENED):

Substrate	Fastener	Attachment Spacing, (ft-in)	
	
#	
Size	2' - 0"	3' - 0"	4' - 0"	5' - 0"	6' - 0"	7' - 0"	7' - 6"	
			Panel Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			14	22	14	21	13	20	12	19	12	18	11	17	11	16	
			Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	
	12ga	1	#10	14	22	14	21	13	20	12	19	12	18	11	17	11	16	
	(.1050")	1	#12	14	22	14	21	13	20	12	19	12	18	11	17	11	16	
		1	1/4"	14	22	14	21	13	20	12	19	12	18	11	17	11	16	
Cold Formed Steel (Gr 55
min.)	14ga
(.0700")	1
1
1	#10
#12 1/4"	14
14
14	22
22
22	14
14
14	21
21
21	13
13
13	20
20
20	12
12
12	19
19
19	12
12
12	18
18
18	11
11
11	17
17
17	11
11
11	16
16
16	
	16ga
(.0590")	1
1
1	#10
#12 1/4"	14
14
14	22
22
22	14
14
14	21
21
21	13
13
13	20
20
20	12
12
12	19
19
19	12
12
12	18
18
18	11
11
11	17
17
17	11
11
11	16
16
16	
	18ga	1	#10	14	22	14	21	13	20	12	19	12	18	11	17	11	16	
	(.0470")	1	#12	14	22	14	21	13	20	12	19	12	18	11	17	11	16	
		1	1/4"	14	22	14	21	13	20	12	19	12	18	11	17	11	16	
	16ga	1	#10	14	22	14	21	13	20	12	19	12	18	11	17	11	16	
	(.0598")	1	#12	14	22	14	21	13	20	12	19	12	18	11	17	11	16	
		1	1/4"	14	22	14	21	13	20	12	19	12	18	11	17	11	16	
Cold Formed Steel (Gr 33
min.)	18ga
(.0478")	1
1
1	#10
#12 1/4"	14
14
14	22
22
22	14
14
14	21
21
21	13
13
13	20
20
20	12
12
12	19
19
19	12
12
12	18
18
18	11
11
11	17
17
17	11
11
11	16
16
16	
	20ga
(.0359")	1
1
1	#10
#12 1/4"	14
14
14	22
22
22	14
14
14	21
21
21	13
13
13	20
20
20	12
12
12	19
19
19	12
12
12	18
18
18	11
11
11	17
17
17	11
11
11	16
16
16	
	22ga	1	#10	14	22	14	21	13	20	12	19	12	18	10	16	10	15	
	(.0299")	1	#12	14	22	14	21	13	20	12	19	12	18	11	17	11	16	
		1	1/4"	14	22	14	21	13	20	12	19	12	18	11	17	11	16	
	15/32"	1	#10	14	22	14	21	13	20	12	19	12	18	11	16	11	15	
		1	#12	14	22	14	21	13	20	12	19	12	18	11	17	11	16	
		1	#14	14	22	14	21	13	20	12	19	12	18	11	17	11	16	
Plywood & OSB	19/32"	1
1
1	#10
#12
#14	14
14
14	22
22
22	14
14
14	21
21
21	13
13
13	20
20
20	12
12
12	19
19
19	12
12
12	18
18
18	11
11
11	17
17
17	11
11
11	16
16
16	
	23/32"	1	#10	14	22	14	21	13	20	12	19	12	18	11	17	11	16	
		1	#12	14	22	14	21	13	20	12	19	12	18	11	17	11	16	
		1	#14	14	22	14	21	13	20	12	19	12	18	11	17	11	16	
Lumber (DFL)	1" min	1
1
1	#10
#12
#14	14
14
14	22
22
22	14
14
14	21
21
21	13
13
13	20
20
20	12
12
12	19
19
19	12
12
12	18
18
18	11
11
11	17
17
17	11
11
11	16
16
16	

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Table 4.8 - Clip/fastener attachment schedule (No. 20 and 22 gage Prestige Series with 0” or 1” reveal – CLIP ATTACHED):

Substrate	Fastener	Attachment Spacing, (ft-in)	
	#
per clip	

Size	2' - 0"	3' - 0"	4' - 0"	5' - 0"	6' - 0"	7' - 0"	7' - 6"	
			Panel / Clip Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			88	142	88	142	76	122	64	102	51	82	39	62	33	53	
			Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	
	12ga	3	#10	88	142	88	142	76	122	64	102	51	82	39	62	33	53	
	(.1050")	3	#12	88	142	88	142	76	122	64	102	51	82	39	62	33	53	
		3	1/4"	88	142	88	142	76	122	64	102	51	82	39	62	33	53	

Cold Formed Steel (Gr 55
min.)	14ga
(.0700")	3
3
3	#10
#12 1/4"	88
88
88	142
142
142	88
88
88	142
142
142	76
76
76	122
122
122	64
64
64	102
102
102	51
51
51	82
82
82	39
39
39	62
62
62	33
33
33	53
53
53	
	16ga
(.0590")	3
3
3	#10
#12 1/4"	88
88
88	142
142
142	88
88
88	142
142
142	76
76
76	122
122
122	64
64
64	102
102
102	51
51
51	82
82
82	39
39
39	62
62
62	33
33
33	53
53
53	
	18ga	3	#10	88	142	88	142	76	115	61	92	51	76	39	62	33	53	
	(.0470")	3	#12	88	142	88	142	76	122	64	102	51	82	39	62	33	53	
		3	1/4"	88	142	88	142	76	122	64	102	51	82	39	62	33	53	
	16ga	3	#10	88	142	83	125	62	94	50	75	42	62	36	53	33	50	
	(.0598")	3	#12	88	142	88	142	71	106	57	85	47	71	39	61	33	53	
		3	1/4"	88	142	88	142	76	122	64	99	51	82	39	62	33	53	

Cold Formed Steel (Gr 33
min.)	18ga
(.0478")	3
3
3	#10
#12 1/4"	88
88
88	142
142
142	67
76
88	100
113
132	50
57
66	75
85
99	40
45
53	60
68
79	33
38
44	50
57
66	29
32
38	43
49
56	27
30
33	40
45
53	
	20ga
(.0359")	3
3
3	#10
#12 1/4"	75
85
88	112
128
142	50
57
66	75
85
99	37
43
49	56
64
74	30
34
39	45
51
59	25
28
33	37
43
49	21
24
28	32
36
42	20
23
26	30
34
40	
	22ga	3	#10	62	94	42	63	31	47	25	38	21	31	18	27	17	25	
	(.0299")	3	#12	71	107	47	71	35	53	28	43	24	36	20	31	19	29	
		3	1/4"	82	123	55	82	41	62	33	49	27	41	23	35	22	33	
	15/32"	3	#10	71	96	47	64	35	48	28	38	24	32	20	27	19	26	
		3	#12	81	109	54	72	40	54	32	43	27	36	23	31	21	29	
		3	#14	88	120	59	80	44	60	36	48	30	40	25	34	24	32	
Plywood & OSB	19/32"	3
3
3	#10
#12
#14	88
88
88	122
138
142	60
68
75	81
92
101	45
51
56	61
69
76	36
41
45	49
55
61	30
34
37	41
46
51	26
29
32	35
39
43	24
27
30	32
37
40	
	23/32"	3	#10	88	142	72	98	54	73	43	59	36	49	31	42	29	39	
		3	#12	88	142	82	111	62	84	49	67	41	56	35	48	33	45	
		3	#14	88	142	88	122	68	92	54	73	45	61	39	52	33	49	
Lumber (DFL)	1" min	3
3
3	#10
#12
#14	88
88
88	142
142
142	88
88
88	142
142
142	76
76
76	121
122
122	64
64
64	97
102
102	51
51
51	81
82
82	39
39
39	62
62
62	33
33
33	53
53
53	
Specific Notes (Refer to the General Notes section for other applicable notes):
Table accounts for increased loads on fasteners due to the eccentricity of the fasteners relative to the panel seam. The Prestige Series panel summary chart at the front of this section provides for development of these fastener load adjustments.
Number of fasteners can be reduced to (2) if project load requirements can still be met. Reduce stated
capacities above by 1/2 (the third fastener @ panel nailing flange does not factor into the above capacities).	

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Table 4.9 - Clip/fastener attachment schedule (No. 24 gage Prestige Series with 0” or 1” reveal – CLIP ATTACHED):

Substrate	Fastener	Attachment Spacing, (ft-in)	
	
#
per clip	

Size	2' - 0"	3' - 0"	4' - 0"	5' - 0"	6' - 0"	7' - 0"	7' - 6"	
			Panel / Clip Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			69	110	69	110	61	98	53	85	45	72	37	59	33	53	
			Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	
	12ga	3	#10	69	110	69	110	61	98	53	85	45	72	37	59	33	53	
	(.1050")	3	#12	69	110	69	110	61	98	53	85	45	72	37	59	33	53	
		3	1/4"	69	110	69	110	61	98	53	85	45	72	37	59	33	53	

Cold Formed Steel (Gr 55
min.)	14ga
(.0700")	3
3
3	#10
#12 1/4"	69
69
69	110
110
110	69
69
69	110
110
110	61
61
61	98
98
98	53
53
53	85
85
85	45
45
45	72
72
72	37
37
37	59
59
59	33
33
33	53
53
53	
	16ga
(.0590")	3
3
3	#10
#12 1/4"	69
69
69	110
110
110	69
69
69	110
110
110	61
61
61	98
98
98	53
53
53	85
85
85	45
45
45	72
72
72	37
37
37	59
59
59	33
33
33	53
53
53	
	18ga	3	#10	69	110	69	110	61	98	53	85	45	72	37	59	33	53	
	(.0470")	3	#12	69	110	69	110	61	98	53	85	45	72	37	59	33	53	
		3	1/4"	69	110	69	110	61	98	53	85	45	72	37	59	33	53	
	16ga	3	#10	69	110	69	110	61	94	50	75	42	62	36	53	33	50	
	(.0598")	3	#12	69	110	69	110	61	98	53	85	45	71	37	59	33	53	
		3	1/4"	69	110	69	110	61	98	53	85	45	72	37	59	33	53	

Cold Formed Steel (Gr 33
min.)	18ga
(.0478")	3
3
3	#10
#12 1/4"	69
69
69	110
110
110	67
69
69	100
110
110	50
57
61	75
85
98	40
45
53	60
68
79	33
38
44	50
57
66	29
32
37	43
49
56	27
30
33	40
45
53	
	20ga
(.0359")	3
3
3	#10
#12 1/4"	69
69
69	110
110
110	50
57
66	75
85
99	37
43
49	56
64
74	30
34
39	45
51
59	25
28
33	37
43
49	21
24
28	32
36
42	20
23
26	30
34
40	
	22ga	3	#10	62	94	42	63	31	47	25	38	21	31	18	27	17	25	
	(.0299")	3	#12	69	107	47	71	35	53	28	43	24	36	20	31	19	29	
		3	1/4"	69	110	55	82	41	62	33	49	27	41	23	35	22	33	
	15/32"	3	#10	69	96	47	64	35	48	28	38	24	32	20	27	19	26	
		3	#12	69	109	54	72	40	54	32	43	27	36	23	31	21	29	
		3	#14	69	110	59	80	44	60	36	48	30	40	25	34	24	32	
Plywood & OSB	19/32"	3
3
3	#10
#12
#14	69
69
69	110
110
110	60
68
69	81
92
101	45
51
56	61
69
76	36
41
45	49
55
61	30
34
37	41
46
51	26
29
32	35
39
43	24
27
30	32
37
40	
	23/32"	3	#10	69	110	69	98	54	73	43	59	36	49	31	42	29	39	
		3	#12	69	110	69	110	61	84	49	67	41	56	35	48	33	45	
		3	#14	69	110	69	110	61	92	53	73	45	61	37	52	33	49	
Lumber (DFL)	1" min	3
3
3	#10
#12
#14	69
69
69	110
110
110	69
69
69	110
110
110	61
61
61	98
98
98	53
53
53	85
85
85	45
45
45	72
72
72	37
37
37	59
59
59	33
33
33	53
53
53	
Specific Notes (Refer to the General Notes section for other applicable notes):
Table accounts for increased loads on fasteners due to the eccentricity of the fasteners relative to the panel seam. The Prestige Series panel summary chart at the front of this section provides for development of these fastener load adjustments.
Number of fasteners can be reduced to (2) if project load requirements can still be met. Reduce stated
capacities above by 1/2 (the third fastener @ panel nailing flange does not factor into the above capacities).	

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Table 4.10 - Section properties (1” reveal Prestige Series):

Gauge	Weight	
Base Metal Thickness	
Yield Strength	
Tensile Strength	Gross Section Properties	
				
Area	Moment of Inertia	Distance to
N.A. from Bottom	Positive Section Modulus	Negative Section Modulus	
w
psf	t
in	Fy
ksi	Fu
ksi	Ag
in2/ft	Ig
in4/ft	yb
in	Sg+
in3/ft	Sg-
in3/ft	
24	1.51	0.0232	50	65	0.4295	0.1444	1.06	0.3222	0.1363	
22	1.89	0.0294	50	65	0.5426	0.1800	1.05	0.4019	0.1703	
20	2.27	0.0354	40	55	0.6517	0.2130	1.05	0.4769	0.2028	
18	2.93	0.0459	40	55	0.8415	0.2680	1.04	0.6026	0.2582	

Gauge	Effective Section Properties	Uniform Load Only	
	
Area	Positive	Negative		
		Moment of Inertia	Distance to
N.A. from Bottom	Section Modulus	Moment of Inertia	Distance to
N.A. from Bottom	Section Modulus	
Id = (2Ie+Ig)/3	
	Ae/ft
in2	Ie+
in4/ft	yb
in	Se+
in3/ft	Ie-
in4/ft	yb
in	Se-
in3/ft	I+
in4/ft	I-
in4/ft	
24	0.1531	0.0552	0.58	0.0598	0.0949	1.18	0.0807	0.0849	0.1114	
22	0.2130	0.0752	0.61	0.0843	0.1264	1.15	0.1098	0.1101	0.1443	
20	0.2863	0.1010	0.65	0.1187	0.1610	1.13	0.1430	0.1383	0.1783	
18	0.4039	0.1420	0.68	0.1773	0.2120	1.11	0.1917	0.1840	0.2307	

Table 4.11 - Allowable reactions at supports (1” reveal Prestige Series):

Gauge	Condition	Allowable (lbs/ft width)	Factored (lbs/ft width)	
24	1- End
2- Interior	460
522	737
835	
22	1- End
2- Interior	619
720	991
1153	
20	1- End
2- Interior	619
720	991
1153	
18	1- End
2- Interior	619
720	991
1153	
Reaction capacities based on a minimum 1.5" web bearing length	

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Table 4.12 - Positive (inward) uniform load design values (1” reveal Prestige Series):

Gauge	
Span	
Condition	Positive (Inward) Uniform Load Capacity (lbs/ft2) / Span (ft. - in.)	
			2' - 0"	3' - 0"	4' - 0"	5' - 0"	6' - 0"	7' - 0"	7' - 6"	

24	
Single Span	ASD, W/Ω LRFD, φW L/180
L/60	298
473
-
-	133
210
-
-	75
118
-
-	48
76
-
-	33
53
-
-	24
39
22
-	21
34
18
-	
	
Double Span	ASD, W/Ω LRFD, φW L/180
L/60	209
334
-
-	139
223
-
-	95
144
-
-	62
93
-
-	43
65
-
-	32
49
-
-	28
42
-
-	
	
Triple Span	ASD, W/Ω LRFD, φW L/180
L/60	237
380
-
-	158
253
-
-	117
176
-
-	77
116
-
-	53
81
-
-	40
60
-
-	35
52
33
-	

22	
Single Span	ASD, W/Ω LRFD, φW L/180
L/60	421
667
-
-	187
297
-
-	105
167
-
-	67
107
-
-	47
74
45
-	34
54
28
-	30
47
23
-	
	
Double Span	ASD, W/Ω LRFD, φW L/180
L/60	288
461
-
-	192
307
-
-	129
194
-
-	84
126
-
-	59
89
-
-	44
66
-
-	38
57
-
-	
	
Triple Span	ASD, W/Ω LRFD, φW L/180
L/60	327
524
-
-	218
349
-
-	157
237
-
-	103
155
-
-	73
109
-
-	53
81
53
-	47
71
43
-	

20	
Single Span	ASD, W/Ω LRFD, φW L/180
L/60	474
752
-
-	211
334
-
-	118
188
-
-	76
120
-
-	53
84
-
-	39
61
35
-	34
53
29
-	
	
Double Span	ASD, W/Ω LRFD, φW L/180
L/60	288
461
-
-	192
307
-
-	133
200
-
-	86
130
-
-	61
91
-
-	45
68
-
-	40
60
-
-	
	
Triple Span	ASD, W/Ω LRFD, φW L/180
L/60	327
524
-
-	218
349
-
-	161
242
-
-	106
160
-
-	75
113
-
-	56
84
-
-	49
74
-
-	

18	
Single Span	ASD, W/Ω LRFD, φW L/180
L/60	619
991
-
-	315
499
-
-	177
281
-
-	113
180
-
-	79
125
74
-	58
92
47
-	50
80
38
-	
	
Double Span	ASD, W/Ω LRFD, φW L/180
L/60	288
461
-
-	192
307
-
-	144
231
-
-	115
174
-
-	81
122
-
-	60
90
-
-	53
80
-
-	
	
Triple Span	ASD, W/Ω LRFD, φW L/180
L/60	327
524
-
-	218
349
-
-	164
262
-
-	131
210
-
-	100
151
-
-	75
113
-
-	65
98
-
-	
Table values denoted by “-“ indicate that capacities are limited by panel strength not deflection.

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Clip/fastener attachment schedules (1” reveal Prestige Series panel): Tables 4.6 to 4.9 apply

Table 4.13 - Section properties (2” reveal Prestige Series):

Gauge	Weight	
Base Metal Thickness	
Yield Strength	
Tensile Strength	Gross Section Properties	
				
Area	Moment of Inertia	Distance to
N.A. from Bottom	Positive Section Modulus	Negative Section Modulus	
w
psf	t
in	Fy
ksi	Fu
ksi	Ag
in2/ft	Ig
in4/ft	yb
in	Sg+
in3/ft	Sg-
in3/ft	
24	1.51	0.0232	50	65	0.4295	0.1480	1.00	0.2924	0.1478	
22	1.89	0.0294	50	65	0.5426	0.1840	1.00	0.3649	0.1849	
20	2.27	0.0354	40	55	0.6517	0.2180	0.99	0.4333	0.2203	
18	2.93	0.0459	40	55	0.8415	0.2760	0.98	0.5483	0.2808	

Gauge	Effective Section Properties	Uniform Load Only	
	
Area	Positive	Negative		
		Moment of Inertia	Distance to
N.A. from Bottom	Section Modulus	Moment of Inertia	Distance to
N.A. from Bottom	Section Modulus	
Id = (2Ie+Ig)/3	
	Ae/ft
in2	Ie+
in4/ft	yb
in	Se+
in3/ft	Ie-
in4/ft	yb
in	Se-
in3/ft	I+
in4/ft	I-
in4/ft	
24	0.1547	0.0557	0.57	0.0593	0.0938	1.15	0.0816	0.0865	0.1119	
22	0.2163	0.0761	0.59	0.0835	0.1257	1.12	0.1121	0.1121	0.1451	
20	0.2935	0.1020	0.62	0.1173	0.1630	1.09	0.1499	0.1407	0.1813	
18	0.4235	0.1450	0.66	0.1750	0.2210	1.05	0.2102	0.1887	0.2393	

Table 4.14 - Allowable reactions at supports (2” reveal Prestige Series):

Gauge	Condition	Allowable (lbs/ft width)	Factored (lbs/ft width)	
24	1- End
2- Interior	460
522	737
835	
22	1- End
2- Interior	619
720	991
1153	
20	1- End
2- Interior	619
720	991
1153	
18	1- End
2- Interior	619
720	991
1153	
Reaction capacities based on a minimum 1.5" web bearing length	

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Table 4.15 - Positive (inward) uniform load design values (2” reveal Prestige Series):

Gauge	
Span	
Condition	Positive (Inward) Uniform Load Capacity (lbs/ft2) / Span (ft. - in.)	
			2' - 0"	3' - 0"	4' - 0"	5' - 0"	6' - 0"	7' - 0"	7' - 6"	

24	
Single Span	ASD, W/Ω LRFD, φW L/180
L/60	296
469
-
-	132
209
-
-	74
117
-
-	47
75
-
-	33
52
-
-	24
38
22
-	21
33
18
-	
	
Double Span	ASD, W/Ω LRFD, φW L/180
L/60	209
334
-
-	139
223
-
-	96
145
-
-	62
94
-
-	43
66
-
-	32
49
-
-	28
42
-
-	
	
Triple Span	ASD, W/Ω LRFD, φW L/180
L/60	237
380
-
-	158
253
-
-	118
178
-
-	77
116
-
-	54
81
-
-	40
60
-
-	34
52
34
-	

22	
Single Span	ASD, W/Ω LRFD, φW L/180
L/60	417
661
-
-	185
294
-
-	104
165
-
-	67
106
-
-	46
73
45
-	34
54
29
-	30
47
23
-	
	
Double Span	ASD, W/Ω LRFD, φW L/180
L/60	288
461
-
-	192
307
-
-	131
197
-
-	86
129
-
-	60
91
-
-	45
67
-
-	38
58
-
-	
	
Triple Span	ASD, W/Ω LRFD, φW L/180
L/60	327
524
-
-	218
349
-
-	160
241
-
-	105
159
-
-	74
112
-
-	55
82
54
-	48
72
44
-	

20	
Single Span	ASD, W/Ω LRFD, φW L/180
L/60	468
743
-
-	208
330
-
-	117
186
-
-	75
119
-
-	52
83
-
-	38
61
36
-	33
53
29
-	
	
Double Span	ASD, W/Ω LRFD, φW L/180
L/60	288
461
-
-	192
307
-
-	138
207
-
-	90
136
-
-	63
96
-
-	47
71
-
-	41
62
-
-	
	
Triple Span	ASD, W/Ω LRFD, φW L/180
L/60	327
524
-
-	218
349
-
-	164
252
-
-	111
167
-
-	79
118
-
-	58
88
-
-	51
77
-
-	

18	
Single Span	ASD, W/Ω LRFD, φW L/180
L/60	619
991
-
-	310
493
-
-	175
277
-
-	112
177
-
-	78
123
76
-	57
90
48
-	50
79
39
-	
	
Double Span	ASD, W/Ω LRFD, φW L/180
L/60	288
461
-
-	192
307
-
-	144
231
-
-	115
184
-
-	89
134
-
-	65
99
-
-	57
86
-
-	
	
Triple Span	ASD, W/Ω LRFD, φW L/180
L/60	327
524
-
-	218
349
-
-	164
262
-
-	131
210
-
-	109
164
-
-	81
122
-
-	71
107
-
-	
Table values denoted by “-“ indicate that capacities are limited by panel strength not deflection.

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Table 4.16 - Clip/fastener attachment schedule (No. 20 and 22 gage Prestige Series with 2” reveal, DIRECT FASTENED):

Substrate	Fastener	Attachment Spacing, (ft-in)	
	
#	
Size	2' - 0"	3' - 0"	4' - 0"	5' - 0"	6' - 0"	7' - 0"	7' - 6"	
			Panel Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			27	40	26	40	26	39	26	38	25	38	25	37	25	37	
			Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	
	12ga	1	#10	27	40	26	40	26	39	26	38	25	38	25	37	25	37	
	(.1050")	1	#12	27	40	26	40	26	39	26	38	25	38	25	37	25	37	
		1	1/4"	27	40	26	40	26	39	26	38	25	38	25	37	25	37	
Cold Formed Steel (Gr 55
min.)	14ga
(.0700")	1
1
1	#10
#12 1/4"	27
27
27	40
40
40	26
26
26	40
40
40	26
26
26	39
39
39	26
26
26	38
38
38	25
25
25	38
38
38	25
25
25	37
37
37	25
25
25	37
37
37	
	16ga
(.0590")	1
1
1	#10
#12 1/4"	27
27
27	40
40
40	26
26
26	40
40
40	26
26
26	39
39
39	26
26
26	38
38
38	25
25
25	38
38
38	25
25
25	37
37
37	25
25
25	37
37
37	
	18ga	1	#10	27	40	26	40	26	39	26	38	25	38	25	37	24	35	
	(.0470")	1	#12	27	40	26	40	26	39	26	38	25	38	25	37	25	37	
		1	1/4"	27	40	26	40	26	39	26	38	25	38	25	37	25	37	
	16ga	1	#10	27	40	26	40	26	39	26	38	24	36	21	31	19	29	
	(.0598")	1	#12	27	40	26	40	26	39	26	38	25	38	24	35	22	33	
		1	1/4"	27	40	26	40	26	39	26	38	25	38	25	37	25	37	
Cold Formed Steel (Gr 33
min.)	18ga
(.0478")	1
1
1	#10
#12 1/4"	27
27
27	40
40
40	26
26
26	40
40
40	26
26
26	39
39
39	23
26
26	35
38
38	19
22
25	29
33
38	17
19
22	25
28
33	15
18
20	23
26
31	
	20ga
(.0359")	1
1
1	#10
#12 1/4"	27
27
27	40
40
40	26
26
26	40
40
40	22
25
26	33
37
39	17
20
23	26
30
34	14
16
19	22
25
29	12
14
16	19
21
25	12
13
15	17
20
23	
	22ga	1	#10	27	40	24	36	18	27	14	22	12	18	10	16	10	15	
	(.0299")	1	#12	27	40	26	40	21	31	16	25	14	21	12	18	11	17	
		1	1/4"	27	40	26	40	24	36	19	29	16	24	14	20	13	19	
	15/32"	1	#10	27	40	26	37	21	28	16	22	14	19	12	16	11	15	
		1	#12	27	40	26	40	23	32	19	25	16	21	13	18	12	17	
		1	#14	27	40	26	40	26	35	21	28	17	23	15	20	14	19	
Plywood & OSB	19/32"	1
1
1	#10
#12
#14	27
27
27	40
40
40	26
26
26	40
40
40	26
26
26	35
39
39	21
24
26	28
32
35	17
20
22	24
27
29	15
17
19	20
23
25	14
16
17	19
21
23	
	23/32"	1	#10	27	40	26	40	26	39	25	34	21	28	18	24	17	23	
		1	#12	27	40	26	40	26	39	26	38	24	32	20	28	19	26	
		1	#14	27	40	26	40	26	39	26	38	25	36	23	30	21	28	
Lumber (DFL)	1" min	1
1
1	#10
#12
#14	27
27
27	40
40
40	26
26
26	40
40
40	26
26
26	39
39
39	26
26
26	38
38
38	25
25
25	38
38
38	25
25
25	37
37
37	25
25
25	37
37
37	

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Table 4.17 - Clip/fastener attachment schedule (No. 24 gage Prestige Series with 2” reveal, DIRECT FASTENED):

Substrate	Fastener	Attachment Spacing, (ft-in)	
	
#	
Size	2' - 0"	3' - 0"	4' - 0"	5' - 0"	6' - 0"	7' - 0"	7' - 6"	
			Panel Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			16	23	16	23	16	24	16	24	16	24	16	24	16	24	
			Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	
	12ga	1	#10	16	23	16	23	16	24	16	24	16	24	16	24	16	24	
	(.1050")	1	#12	16	23	16	23	16	24	16	24	16	24	16	24	16	24	
		1	1/4"	16	23	16	23	16	24	16	24	16	24	16	24	16	24	
Cold Formed Steel (Gr 55
min.)	14ga
(.0700")	1
1
1	#10
#12 1/4"	16
16
16	23
23
23	16
16
16	23
23
23	16
16
16	24
24
24	16
16
16	24
24
24	16
16
16	24
24
24	16
16
16	24
24
24	16
16
16	24
24
24	
	16ga
(.0590")	1
1
1	#10
#12 1/4"	16
16
16	23
23
23	16
16
16	23
23
23	16
16
16	24
24
24	16
16
16	24
24
24	16
16
16	24
24
24	16
16
16	24
24
24	16
16
16	24
24
24	
	18ga	1	#10	16	23	16	23	16	24	16	24	16	24	16	24	16	24	
	(.0470")	1	#12	16	23	16	23	16	24	16	24	16	24	16	24	16	24	
		1	1/4"	16	23	16	23	16	24	16	24	16	24	16	24	16	24	
	16ga	1	#10	16	23	16	23	16	24	16	24	16	24	16	24	16	24	
	(.0598")	1	#12	16	23	16	23	16	24	16	24	16	24	16	24	16	24	
		1	1/4"	16	23	16	23	16	24	16	24	16	24	16	24	16	24	
Cold Formed Steel (Gr 33
min.)	18ga
(.0478")	1
1
1	#10
#12 1/4"	16
16
16	23
23
23	16
16
16	23
23
23	16
16
16	24
24
24	16
16
16	24
24
24	16
16
16	24
24
24	16
16
16	24
24
24	15
16
16	23
24
24	
	20ga
(.0359")	1
1
1	#10
#12 1/4"	16
16
16	23
23
23	16
16
16	23
23
23	16
16
16	24
24
24	16
16
16	24
24
24	14
16
16	22
24
24	12
14
16	19
21
24	12
13
15	17
20
23	
	22ga	1	#10	16	23	16	23	16	24	14	22	12	18	10	16	10	15	
	(.0299")	1	#12	16	23	16	23	16	24	16	24	14	21	12	18	11	17	
		1	1/4"	16	23	16	23	16	24	16	24	16	24	14	20	13	19	
	15/32"	1	#10	16	23	16	23	16	24	16	22	14	19	12	16	11	15	
		1	#12	16	23	16	23	16	24	16	24	16	21	13	18	12	17	
		1	#14	16	23	16	23	16	24	16	24	16	23	15	20	14	19	
Plywood & OSB	19/32"	1
1
1	#10
#12
#14	16
16
16	23
23
23	16
16
16	23
23
23	16
16
16	24
24
24	16
16
16	24
24
24	16
16
16	24
24
24	15
16
16	20
23
24	14
16
16	19
21
23	
	23/32"	1	#10	16	23	16	23	16	24	16	24	16	24	16	24	16	23	
		1	#12	16	23	16	23	16	24	16	24	16	24	16	24	16	24	
		1	#14	16	23	16	23	16	24	16	24	16	24	16	24	16	24	
Lumber (DFL)	1" min	1
1
1	#10
#12
#14	16
16
16	23
23
23	16
16
16	23
23
23	16
16
16	24
24
24	16
16
16	24
24
24	16
16
16	24
24
24	16
16
16	24
24
24	16
16
16	24
24
24	

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Table 4.18 - Clip/fastener attachment schedule (No. 20 and 22 gage Prestige Series with 2” reveal, CLIP ATTACHED):

Substrate	Fastener	Attachment Spacing, (ft-in)	
	
#
per clip	

Size	2' - 0"	3' - 0"	4' - 0"	5' - 0"	6' - 0"	7' - 0"	7' - 6"	
			Panel / Clip Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			88	141	88	141	77	123	66	105	55	88	44	70	38	61	
			Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	
	12ga	3	#10	88	141	88	141	77	123	66	105	55	88	44	70	38	61	
	(.1050")	3	#12	88	141	88	141	77	123	66	105	55	88	44	70	38	61	
		3	1/4"	88	141	88	141	77	123	66	105	55	88	44	70	38	61	

Cold Formed Steel (Gr 55
min.)	14ga
(.0700")	3
3
3	#10
#12 1/4"	88
88
88	141
141
141	88
88
88	141
141
141	77
77
77	123
123
123	66
66
66	105
105
105	55
55
55	88
88
88	44
44
44	70
70
70	38
38
38	61
61
61	
	16ga
(.0590")	3
3
3	#10
#12 1/4"	88
88
88	141
141
141	88
88
88	141
141
141	77
77
77	123
123
123	66
66
66	105
105
105	55
55
55	88
88
88	44
44
44	70
70
70	38
38
38	61
61
61	
	18ga	3	#10	88	141	88	141	76	115	61	92	51	76	44	66	38	61	
	(.0470")	3	#12	88	141	88	141	77	123	66	104	55	87	44	70	38	61	
		3	1/4"	88	141	88	141	77	123	66	105	55	88	44	70	38	61	
	16ga	3	#10	88	141	83	125	62	94	50	75	42	62	36	53	33	50	
	(.0598")	3	#12	88	141	88	141	71	106	57	85	47	71	41	61	38	57	
		3	1/4"	88	141	88	141	77	123	66	99	55	82	44	70	38	61	

Cold Formed Steel (Gr 33
min.)	18ga
(.0478")	3
3
3	#10
#12 1/4"	88
88
88	141
141
141	67
76
88	100
113
132	50
57
66	75
85
99	40
45
53	60
68
79	33
38
44	50
57
66	29
32
38	43
49
56	27
30
35	40
45
53	
	20ga
(.0359")	3
3
3	#10
#12 1/4"	75
85
88	112
128
141	50
57
66	75
85
99	37
43
49	56
64
74	30
34
39	45
51
59	25
28
33	37
43
49	21
24
28	32
36
42	20
23
26	30
34
40	
	22ga	3	#10	62	94	42	63	31	47	25	38	21	31	18	27	17	25	
	(.0299")	3	#12	71	107	47	71	35	53	28	43	24	36	20	31	19	29	
		3	1/4"	82	123	55	82	41	62	33	49	27	41	23	35	22	33	
	15/32"	3	#10	71	96	47	64	35	48	28	38	24	32	20	27	19	26	
		3	#12	81	109	54	72	40	54	32	43	27	36	23	31	21	29	
		3	#14	88	120	59	80	44	60	36	48	30	40	25	34	24	32	
Plywood & OSB	19/32"	3
3
3	#10
#12
#14	88
88
88	122
138
141	60
68
75	81
92
101	45
51
56	61
69
76	36
41
45	49
55
61	30
34
37	41
46
51	26
29
32	35
39
43	24
27
30	32
37
40	
	23/32"	3	#10	88	141	72	98	54	73	43	59	36	49	31	42	29	39	
		3	#12	88	141	82	111	62	84	49	67	41	56	35	48	33	45	
		3	#14	88	141	88	122	68	92	54	73	45	61	39	52	36	49	
Lumber (DFL)	1" min	3
3
3	#10
#12
#14	88
88
88	141
141
141	88
88
88	141
141
141	77
77
77	121
123
123	66
66
66	97
105
105	55
55
55	81
88
88	44
44
44	69
70
70	38
38
38	61
61
61	
Specific Notes (Refer to the General Notes section for other applicable notes):
Table accounts for increased loads on fasteners due to the eccentricity of the fasteners relative to the panel seam. The Prestige Series panel summary chart at the front of this  section provides  for development of these fastener load adjustments.
Number of fasteners can be reduced to (2) if project load requirements can still be met. Reduce stated
capacities above by 1/2 (the third fastener @ panel nailing flange does not factor into the above capacities).	

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Table 4.19 - Clip/fastener attachment schedule (No. 24 gage Prestige Series with 2” reveal, CLIP ATTACHED):

Substrate	Fastener	Attachment Spacing, (ft-in)	
	#
per clip	

Size	2' - 0"	3' - 0"	4' - 0"	5' - 0"	6' - 0"	7' - 0"	7' - 6"	
			Panel / Clip Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			81	130	81	130	72	115	63	101	54	86	45	71	40	64	
			Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	

Cold Formed Steel (Gr 55
min.)	12ga
(.1050")	3
3
3	#10
#12 1/4"	81
81
81	130
130
130	81
81
81	130
130
130	72
72
72	115
115
115	63
63
63	101
101
101	54
54
54	86
86
86	45
45
45	71
71
71	40
40
40	64
64
64	
	14ga
(.0700")	3
3
3	#10
#12 1/4"	81
81
81	130
130
130	81
81
81	130
130
130	72
72
72	115
115
115	63
63
63	101
101
101	54
54
54	86
86
86	45
45
45	71
71
71	40
40
40	64
64
64	
	16ga
(.0590")	3
3
3	#10
#12 1/4"	81
81
81	130
130
130	81
81
81	130
130
130	72
72
72	115
115
115	63
63
63	101
101
101	54
54
54	86
86
86	45
45
45	71
71
71	40
40
40	64
64
64	
	18ga
(.0470")	3
3
3	#10
#12 1/4"	81
81
81	130
130
130	81
81
81	130
130
130	72
72
72	115
115
115	61
63
63	92
101
101	51
54
54	76
86
86	44
45
45	66
71
71	40
40
40	61
64
64	

Cold Formed Steel (Gr 33
min.)	16ga
(.0598")	3
3
3	#10
#12 1/4"	81
81
81	130
130
130	81
81
81	125
130
130	62
71
72	94
106
115	50
57
63	75
85
99	42
47
54	62
71
82	36
41
45	53
61
70	33
38
40	50
57
64	
	18ga
(.0478")	3
3
3	#10
#12 1/4"	81
81
81	130
130
130	67
76
81	100
113
130	50
57
66	75
85
99	40
45
53	60
68
79	33
38
44	50
57
66	29
32
38	43
49
56	27
30
35	40
45
53	
	20ga
(.0359")	3
3
3	#10
#12 1/4"	75
81
81	112
128
130	50
57
66	75
85
99	37
43
49	56
64
74	30
34
39	45
51
59	25
28
33	37
43
49	21
24
28	32
36
42	20
23
26	30
34
40	
	22ga
(.0299")	3
3
3	#10
#12 1/4"	62
71
81	94
107
123	42
47
55	63
71
82	31
35
41	47
53
62	25
28
33	38
43
49	21
24
27	31
36
41	18
20
23	27
31
35	17
19
22	25
29
33	

Plywood & OSB	15/32"	3
3
3	#10
#12
#14	71
81
81	96
109
120	47
54
59	64
72
80	35
40
44	48
54
60	28
32
36	38
43
48	24
27
30	32
36
40	20
23
25	27
31
34	19
21
24	26
29
32	
	19/32"	3
3
3	#10
#12
#14	81
81
81	122
130
130	60
68
75	81
92
101	45
51
56	61
69
76	36
41
45	49
55
61	30
34
37	41
46
51	26
29
32	35
39
43	24
27
30	32
37
40	
	23/32"	3
3
3	#10
#12
#14	81
81
81	130
130
130	72
81
81	98
111
122	54
62
68	73
84
92	43
49
54	59
67
73	36
41
45	49
56
61	31
35
39	42
48
52	29
33
36	39
45
49	
Lumber (DFL)	1" min	3
3
3	#10
#12
#14	81
81
81	130
130
130	81
81
81	130
130
130	72
72
72	115
115
115	63
63
63	97
101
101	54
54
54	81
86
86	45
45
45	69
71
71	40
40
40	64
64
64	
Specific Notes (Refer to the General Notes section for other applicable notes):
Table accounts for increased loads on fasteners due to the eccentricity of the fasteners relative to the panel seam. The Prestige Series panel summary chart at the front of this section provides for development of these fastener load adjustments.
Number of fasteners can be reduced to (2) if project load requirements can still be met. Reduce stated
capacities above by 1/2 (the third fastener @ panel nailing flange does not factor into the above capacities).	

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Table 4.20 - Section properties (6” reveal Prestige Series):

Gauge	Weight	
Base Metal Thickness	
Yield Strength	
Tensile Strength	Gross Section Properties	
				
Area	Moment of Inertia	Distance to
N.A. from Bottom	Positive Section Modulus	Negative Section Modulus	
w
psf	t
in	Fy
ksi	Fu
ksi	Ag
in2/ft	Ig
in4/ft	yb
in	Sg+
in3/ft	Sg-
in3/ft	
24	1.51	0.0232	50	65	0.4295	0.1330	0.77	0.1806	0.1734	
22	1.89	0.0294	50	65	0.5426	0.1660	0.76	0.2258	0.2174	
20	2.27	0.0354	40	55	0.6517	0.1970	0.76	0.2684	0.2595	
18	2.93	0.0459	40	55	0.8415	0.2490	0.75	0.3404	0.3317	

Gauge	Effective Section Properties	Uniform Load Only	
	
Area	Positive	Negative		
		Moment of Inertia	Distance to
N.A. from Bottom	Section Modulus	Moment of Inertia	Distance to
N.A. from Bottom	Section Modulus	
Id = (2Ie+Ig)/3	
	Ae/ft
in2	Ie+
in4/ft	yb
in	Se+
in3/ft	Ie-
in4/ft	yb
in	Se-
in3/ft	I+
in4/ft	I-
in4/ft	
24	0.1557	0.0567	0.52	0.0577	0.0801	1.02	0.0783	0.0821	0.0977	
22	0.2185	0.0778	0.54	0.0808	0.1071	0.99	0.1083	0.1072	0.1267	
20	0.2983	0.1051	0.56	0.1127	0.1387	0.95	0.1467	0.1357	0.1581	
18	0.4340	0.1500	0.59	0.1666	0.1890	0.90	0.2094	0.1830	0.2090	

Table 4.21 - Allowable reactions at supports (6” reveal Prestige Series):

Gauge	Condition	Allowable (lbs/ft width)	Factored (lbs/ft width)	
24	1- End
2- Interior	460
522	737
835	
22	1- End
2- Interior	619
720	991
1153	
20	1- End
2- Interior	619
720	991
1153	
18	1- End
2- Interior	619
720	991
1153	
Reaction capacities based on a minimum 1.5" web bearing length	

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Table 4.22 - Positive (inward) uniform load design values (6” reveal Prestige Series):

Gauge	
Span	
Condition	Positive (Inward) Uniform Load Capacity (lbs/ft2) / Span (ft. - in.)	
			2' - 0"	3' - 0"	4' - 0"	5' - 0"	6' - 0"	7' - 0"	7' - 6"	

24	
Single Span	ASD, W/Ω LRFD, φW L/180
L/60	288
456
-
-	128
203
-
-	72
114
-
-	46
73
-
-	32
51
-
-	23
37
21
-	20
32
17
-	
	
Double Span	ASD, W/Ω
LRFD, φW
L/180
L/60	209
334
-
-	139
223
-
-	93
140
-
-	60
91
-
-	42
63
-
-	31
47
-
-	27
41
-
-	
	
Triple Span	ASD, W/Ω
LRFD, φW
L/180
L/60	237
380
-
-	158
253
-
-	114
172
-
-	75
113
-
-	52
79
-
-	39
59
-
-	34
51
32
-	

22	
Single Span	ASD, W/Ω LRFD, φW L/180
L/60	403
640
-
-	179
284
-
-	101
160
-
-	65
102
-
-	45
71
43
-	33
52
27
-	29
45
22
-	
	
Double Span	ASD, W/Ω
LRFD, φW L/180 L/60	288
461
-
-	192
307
-
-	127
191
-
-	83
125
-
-	58
87
-
-	43
65
-
-	37
56
-
-	
	
Triple Span	ASD, W/Ω
LRFD, φW L/180 L/60	327
524
-
-	218
349
-
-	155
234
-
-	102
154
-
-	71
108
-
-	53
80
52
-	46
70
42
-	

20	
Single Span	ASD, W/Ω
LRFD, φW
L/180
L/60	450
714
-
-	200
317
-
-	112
178
-
-	72
114
-
-	50
79
-
-	37
58
35
-	32
51
28
-	
	
Double Span	ASD, W/Ω
LRFD, φW
L/180
L/60	288
461
-
-	192
307
-
-	136
204
-
-	88
133
-
-	62
94
-
-	46
70
-
-	41
61
-
-	
	
Triple Span	ASD, W/Ω
LRFD, φW L/180 L/60	327
524
-
-	218
349
-
-	164
248
-
-	109
164
-
-	77
116
-
-	57
86
-
-	50
75
-
-	

18	
Single Span	ASD, W/Ω
LRFD, φW L/180 L/60	619
991
-
-	296
469
-
-	166
264
-
-	106
169
-
-	74
117
-
-	54
86
47
-	47
75
38
-	
	
Double Span	ASD, W/Ω
LRFD, φW
L/180
L/60	288
461
-
-	192
307
-
-	144
231
-
-	115
184
-
-	89
133
-
-	66
99
-
-	57
86
-
-	
	
Triple Span	ASD, W/Ω
LRFD, φW L/180 L/60	327
524
-
-	218
349
-
-	164
262
-
-	131
210
-
-	109
163
-
-	80
121
-
-	71
107
-
-	
Table values denoted by “-“ indicate that capacities are limited by panel strength not deflection.

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Table 4.23 - Clip/fastener attachment schedule (20-22ga Prestige Series with 6” reveal)

Substrate	Fastener	Attachment Spacing, (ft-in)	
	#
per clip	

Size	2' - 0"	3' - 0"	4' - 0"	5' - 0"	6' - 0"	7' - 0"	7' - 6"	
			Panel / Clip Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			76	121	76	121	69	110	62	98	54	87	47	75	44	70	
			Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	

Cold Formed Steel (Gr 55
min.)	12ga
(.1050")	3
3
3	#10
#12 1/4"	76
76
76	121
121
121	76
76
76	121
121
121	69
69
69	110
110
110	62
62
62	98
98
98	54
54
54	87
87
87	47
47
47	75
75
75	44
44
44	70
70
70	
	14ga
(.0700")	3
3
3	#10
#12 1/4"	76
76
76	121
121
121	76
76
76	121
121
121	69
69
69	110
110
110	62
62
62	98
98
98	54
54
54	87
87
87	47
47
47	75
75
75	44
44
44	70
70
70	
	16ga
(.0590")	3
3
3	#10
#12 1/4"	76
76
76	121
121
121	76
76
76	121
121
121	69
69
69	110
110
110	62
62
62	98
98
98	54
54
54	87
87
87	47
47
47	75
75
75	44
44
44	70
70
70	
	18ga
(.0470")	3
3
3	#10
#12 1/4"	76
76
76	121
121
121	76
76
76	121
121
121	69
69
69	110
110
110	61
62
62	92
98
98	51
54
54	76
87
87	44
47
47	66
74
75	41
44
44	61
69
70	

Cold Formed Steel (Gr 33
min.)	16ga
(.0598")	3
3
3	#10
#12 1/4"	76
76
76	121
121
121	76
76
76	121
121
121	62
69
69	94
106
110	50
57
62	75
85
98	42
47
54	62
71
82	36
41
47	53
61
70	33
38
44	50
57
66	
	18ga
(.0478")	3
3
3	#10
#12 1/4"	76
76
76	121
121
121	67
76
76	100
113
121	50
57
66	75
85
99	40
45
53	60
68
79	33
38
44	50
57
66	29
32
38	43
49
56	27
30
35	40
45
53	
	20ga
(.0359")	3
3
3	#10
#12 1/4"	75
76
76	112
121
121	50
57
66	75
85
99	37
43
49	56
64
74	30
34
39	45
51
59	25
28
33	37
43
49	21
24
28	32
36
42	20
23
26	30
34
40	
	22ga
(.0299")	3
3
3	#10
#12 1/4"	62
71
76	94
107
121	42
47
55	63
71
82	31
35
41	47
53
62	25
28
33	38
43
49	21
24
27	31
36
41	18
20
23	27
31
35	17
19
22	25
29
33	

Plywood & OSB	15/32"	3
3
3	#10
#12
#14	71
76
76	96
109
120	47
54
59	64
72
80	35
40
44	48
54
60	28
32
36	38
43
48	24
27
30	32
36
40	20
23
25	27
31
34	19
21
24	26
29
32	
	19/32"	3
3
3	#10
#12
#14	76
76
76	121
121
121	60
68
75	81
92
101	45
51
56	61
69
76	36
41
45	49
55
61	30
34
37	41
46
51	26
29
32	35
39
43	24
27
30	32
37
40	
	23/32"	3
3
3	#10
#12
#14	76
76
76	121
121
121	72
76
76	98
111
121	54
62
68	73
84
92	43
49
54	59
67
73	36
41
45	49
56
61	31
35
39	42
48
52	29
33
36	39
45
49	
Lumber (DFL)	1" min	3
3
3	#10
#12
#14	76
76
76	121
121
121	76
76
76	121
121
121	69
69
69	110
110
110	62
62
62	97
98
98	54
54
54	81
87
87	47
47
47	69
75
75	44
44
44	65
70
70	
Specific Notes (Refer to the General Notes section for other applicable notes):
Table accounts for increased loads on fasteners due to the eccentricity of the fasteners relative to the panel seam. The Prestige Series panel summary chart at the front of this section provides for development of these fastener load adjustments.
Number of fasteners can be reduced to (2) if projectload requirements can still be met. Reduce stated
capacities above by 1/2 (the third fastener @ panel nailing flange does not factor into the above capacities).	

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

5.0 - Skyline Roofing®  & Skyline Roofing® hp

Figure 5.1 - Profile: As installed view shown.

Table 5.1 – Profile:

Panel Use:	Roof (primary use), wall, fascia	
Substrates:	Over solid or closely fitted deck.	
Available Gauges:	No. 24 gage (Skyline Roofing® hp), No. 26 gage (Skyline Roofing®)	
Minimum Slope:	3:12 (25 percent)	
Load Combination Reduction Available (Ref. Section 5.6)	No.	
Uninstalled Panel View		

Table 5.2 - Attachment:

Clip Name:	N/A (fastener attached panel)	
Clip View:	N/A	
Clip Usage:	N/A	
Part #:	N/A	
Panel/ Substrate Gap:	0 inch	
Thermal Movement:	5/16 inch each direction (with centered fastener)	

Fastener Limitations:	Nom. size: #10 max.
Head height: 0.090 inch max.
Head dia.: ½ inch max.	
Recommended Fastener(s):	#8 modified truss head, #10 pancake	
Fastener Load Adjustment:	N/A	
Associated Bearing Plate:	N/A	

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Table 5.3 - Section properties (12” Skyline Roofing®):

Gauge	Weight	
Base Metal Thickness	
Yield Strength	
Tensile Strength	Gross Section Properties	
				
Area	Moment of Inertia	Distance to
N.A. from Bottom	Positive Section Modulus	Negative Section Modulus	
w
psf	t
in	Fy
ksi	Fu
ksi	Ag
in2/ft	Ig
in4/ft	yb
in	Sg+
in3/ft	Sg-
in3/ft	
26	1.01	0.0173	33	45	0.2775	0.0119	0.11	0.0169	0.1082	

Gauge	Effective Section Properties	Uniform Load Only	
	
Area	Positive	Negative		
		Moment of Inertia	Distance to
N.A. from Bottom	Section Modulus	Moment of Inertia	Distance to
N.A. from Bottom	Section Modulus	
Id = (2Ie+Ig)/3	
	Ae/ft
in2	Ie+
in4/ft	yb
in	Se+
in3/ft	Ie-
in4/ft	yb
in	Se-
in3/ft	I+
in4/ft	I-
in4/ft	
26	0.0735	0.0119	0.11	0.0169	0.0069	0.30	0.0136	0.0119	0.0086	

Table 5.4 - Fastener attachment schedule (12”, No. 26 gage Skyline Roofing®):

Substrate	Fastener	Attachment Spacing, (ft-in)	
	
#	
Size	5.5"	11"	16.5"	22"	27.5"	
			Panel Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			40	60	39	59	37	56	34	53	31	49	
			Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	

Plywood & OSB	15/32"	1
1	#8
#10	40
40	60
60	39
39	59
59	37
37	56
56	34
34	52
53	31
31	42
48	
	19/32"	1
1	#8
#10	40
40	60
60	39
39	59
59	37
37	56
56	34
34	52
53	31
31	42
48	
	23/32"	1
1	#8
#10	40
40	60
60	39
39	59
59	37
37	56
56	34
34	52
53	31
31	42
48	
Lumber
(DFL)	1" min	1
1	#8
#10	40
40	60
60	39
39	59
59	37
37	56
56	34
34	53
53	31
31	49
49	

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Table 5.5 - Section properties (16” Skyline Roofing® & Skyline Roofing® hp):

Gauge	Weight	
Base Metal Thickness	
Yield Strength	
Tensile Strength	Gross Section Properties	
				
Area	Moment of Inertia	Distance to
N.A. from Bottom	Positive Section Modulus	Negative Section Modulus	
w
psf	t
in	Fy
ksi	Fu
ksi	Ag
in2/ft	Ig
in4/ft	yb
in	Sg+
in3/ft	Sg-
in3/ft	
26	0.94	0.0173	33	45	0.2659	0.0143	0.11	0.0152	0.1229	
24	1.25	0.0232	50	65	0.3551	0.0180	0.12	0.0197	0.1457	

Gauge	Effective Section Properties	Uniform Load Only	
	
Area	Positive	Negative		
		Moment of Inertia	Distance to
N.A. from Bottom	Section Modulus	Moment of Inertia	Distance to
N.A. from Bottom	Section Modulus	
Id = (2Ie+Ig)/3	
	Ae/ft
in2	Ie+
in4/ft	yb
in	Se+
in3/ft	Ie-
in4/ft	yb
in	Se-
in3/ft	I+
in4/ft	I-
in4/ft	
26	0.0568	0.0140	0.11	0.0152	0.0080	0.35	0.0119	0.0141	0.0101	
24	0.0774	0.0181	0.12	0.0197	0.0107	0.35	0.0155	0.0181	0.0132	

Table 5.6 - Fastener attachment schedule (16”, 24ga Skyline Roofing® hp):

Substrate	Fastener	Attachment Spacing, (ft-in)	
	
#	
Size	5.5"	11"	16.5"	22"	27.5"	
			Panel Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			46	74	45	73	44	71	43	69	42	67	
			Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	

Plywood & OSB	15/32"	1
1	#8
#10	46
46	74
74	45
45	73
73	39
44	52
61	29
34	39
45	23
27	31
36	
	19/32"	1
1	#8
#10	46
46	74
74	45
45	73
73	39
44	52
61	29
34	39
45	23
27	31
36	
	23/32"	1
1	#8
#10	46
46	74
74	45
45	73
73	39
44	52
61	29
34	39
45	23
27	31
36	
Lumber
(DFL)	1" min	1
1	#8
#10	46
46	74
74	45
45	73
73	44
44	71
71	43
43	69
69	42
42	67
67	

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

Table 5.7 - Fastener attachment schedule (16”, 26ga Skyline Roofing®):

Substrate	Fastener	Attachment Spacing, (ft-in)	
	
#	
Size	5.5"	11"	16.5"	22"	27.5"	33"	
			Panel Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			31	50	31	49	30	48	29	46	28	45	26	42	
			Panel System Negative (Outward) Uniform Load Capacity, (lbs/ft2)	
			ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	ASD
W/Ω	LRFD
φW	

Plywood & OSB	15/32"	1
1	#8
#10	31
31	50
50	31
31	49
49	30
30	48
48	29
29	39
45	23
27	31
36	19
22	26
30	
	19/32"	1
1	#8
#10	31
31	50
50	31
31	49
49	30
30	48
48	29
29	39
45	23
27	31
36	19
22	26
30	
	23/32"	1
1	#8
#10	31
31	50
50	31
31	49
49	30
30	48
48	29
29	39
45	23
27	31
36	19
22	26
30	
Lumber
(DFL)	1" min	1
1	#8
#10	31
31	50
50	31
31	49
49	30
30	48
48	29
29	46
46	28
28	45
45	26
26	42
42	

Number:

309

Originally Issued: 09/09/2014

Revised: 11/01/2019

Valid Through: 09/30/2020

CALIFORNIA SUPPLEMENT
ASC PROFILES LLC
2110 Enterprise Blvd.
West Sacramento, CA 95691 (800) 360-2477
www.ascprofiles.com

AEP SPAN AND ASC BUILDING PRODUCTS: SINGLE SKIN STEEL ROOF AND WALL PANELS WITH CONCEALED FASTENERS
CSI Section:
07 61 00 Sheet Metal Roofing
07 64 00 Sheet Metal Wall Cladding

RECOGNITION

ASC Profiles, LLC. AEP Span and ASC Building Products Single Skin Steel Roof and Wall Panels with Concealed Fasteners have been evaluated for use as exterior roof and wall covering panels. The structural and fire resistance properties of the panels have been evaluated for compliance with the following codes:
2019 California Building Code (CBC)
2019 California Residential Code (CRC)
2016 California Building Code® (CBC)
2016 California Residential Code® (CRC)

The roof panels comply with requirements for metal roof panels in Chapter 15 of the CBC, and Section R905 of the CRC. The wall panels comply with requirements for steel exterior wall coverings in Chapter 14 of the CBC, and Section R703 of the CRC.

ADDITIONAL REQUIREMENTS

Roof panels may be used in “new buildings located in any Fire Hazard Severity Zone or any Wildland-Urban Interface Fire Area designated by the enforcing agency constructed after the application date stipulated in CBC Section 701A.3.1 shall comply with the provisions” in accordance with Sections 701A.3 and 705A of the CBC and with the 2018 IBC as presented in ER-550.
The AEP Span and ASC Building Products panels, clips, and fasteners described in evaluation report ER-309 are in compliance with, or are acceptable alternatives to what is specified in those codes listed in Section 1.0 of this report subject to the limitations contained in ER-309 and to the following limitations, as applicable:

The minimum allowable roof panel slopes shall conform to CBC Section 1507.4 or CRC Section R905.10; or as stated within this report.

Roof panel flashing requirements, when applicable, shall comply with CBC Section 1503.2 and 1503.3 or CRC Sections R903.2 and R903.3. Underlayment shall be installed in accordance with CBC Section 1507.4.5 or CRC Section R905.10.5 where applicable wind conditions occur.

Panels used on exterior walls shall be flashed in accordance with CBC Section 1405.4 and shall be over a water-resistant barrier complying and installed in accordance with CBC Section 1403.2 or CRC Section R703.1. Vapor retarders shall be installed, as applicable, in accordance with CBC Section 1405.3.

Design of panel penetrations and other panel discontinuities shall be the responsibility of the structural design professional in accordance with CBC Section 1604.4 or in accordance with the manufacturer’s installation instructions, when approved by the building official.

Roof assemblies complying with the requirements of CBC Section 1505.2 Exception 2, or CRC Section R902.1 Exception 2 are considered Class A roof assemblies. For other conditions, roof assemblies shall be listed as Class A, B, or C in accordance with ASTM E108 or UL 790 by an approved testing agency or shall be considered as non- classified roofing. ASC Profiles shall be contacted for information on specific listed assemblies.

Pertaining to structures under the jurisdiction of DSA and OSHPD, designs for the transfer of anchorage forces into the diaphragm shall comply with CBC Section 1613A.5.1 of the 2019 CBC.

3.0 SUBSTANTIATING DATA

Data submitted in conformance with IAPMO-UES Evaluation Criteria Single Skin Steel Roof and Wall Panels, EC-011, revised July 2019. Any product testing is from laboratories in compliance with ISO/IEC 17025.

For additional information about this evaluation report please visit www.uniform-es.org or email us at info@uniform-es.org