Metal Sales Pro-Panel II Installation

Post-Frame

& Residential

Installation Guide

POST FRAME & RESIDENTIAL

The application and detail drawings in this manual are strictly for illustration purposes and may not be applicable to all building designs or product installations. All projects should conform to applicable building codes for that particular area. It is recommended to follow all building regulations and standard industry practices.

Metal Sales Manufacturing Corporation is not responsible for the performance of the roof system if it is not installed in accordance with the suggested instructions referenced in this installation manual or in the product overview. (See Product Manual or Product Technical

Literature). If there is a conict between this manual and the actual erection drawings, the

erection drawings are to take precedence.

Prior to ordering and installing materials, all dimensions should be veried by eld

measurements.

Metal Sales reserves the right to modify, without notice, any details, recommendations

or suggestions. Any questions you may have regarding proper installation of the roong

system should be directed to your Metal Sales representative, see pages 2 and 3.

Consult Metal Sales for any additional information not outlined in this manual.

IMPORTANT INFORMATION

This manual is designed to be utilized as a guide when installing Post Frame and

Residential roong systems.

It is the responsibility of the erector to ensure the safe installation of this product system.

SAFETY

STUDY APPLICABLE OSHA AND OTHER SAFETY REQUIREMENTS BEFORE

FOLLOWING THESE INSTRUCTIONS.

The installation of metal roof systems is a dangerous procedure and should be supervised by trained knowledgeable erectors. USE EXTREME CARE WHILE INSTALLING ROOF PANELS. It is not possible for Metal Sales to be aware of all the possible job site situations that could cause an unsafe condition to exist. The erector of the roof system is responsible for reading these instructions and determining the safest way to install the roof system.

These instructions are provided only as a guide to show a knowledgeable, trained erector the correct part placement one to another. If following any of the installation steps would endanger a worker, the erector should stop work and decide upon a corrective action.

Provide required safety railing, netting, or safety lines for crew members working on the roof.

Do not use the roof panel as a walking platform. The roof panels will not withstand the weight of a person standing at the edge of the panel.

Do not stand on the roof panel until the panels have been attached.

POST FRAME & RESIDENTIAL

METAL SALES BRANCH LOCATIONS

123

13 2

For more than 45 years, Metal Sales Manufacturing Corporation has earned a reputation

as the premier provider of innovative metal building components and accessories.

We’ve backed this reputation with the industry’s largest professional sales and

services team. We offer a full line of exceptional quality metal roof and wall panels

for agricultural, commercial, architectural, industrial, and residential projects of

every shape and size, new construction or retro-t.

POST FRAME & RESIDENTIAL

CUSTOMER SERVICE

1.) LONGMONT BRANCH

7990 E. I-25 Frontage Road Longmont, CO 80504

303.702.5440 Phone

800.289.7663 Toll Free

800.289.1617 Toll Free Fax

2.) JACKSONVILLE BRANCH

7110 Stuart Avenue Jacksonville, FL 32254

904.783.3660 Phone

800.394.4419 Toll Free

904.783.9175 Fax

800.413.3292 Toll Free Fax

3.) JEFFERSON BRANCH

352 East Erie Street Jefferson, OH 44047

440.576.9070 Phone

800.321.5833 Toll Free

440.576.9242 Fax

800.233.5719 Toll Free Fax

4.) INDEPENDENCE BRANCH

1306 S. Powell Road Independence, MO 64057

816.796.0900 Phone

800.747.0012 Toll Free

816.796.0906 Fax

8.) SPOKANE BRANCH

East 2727 Trent Avenue Spokane, WA 99202

509.536.6000 Phone

800.572.6565 Toll Free

509.534.4427 Fax

9.) KENT BRANCH

20213 84th Avenue, South Kent, WA 98032

253.872.5750 Phone

800.431.3470 Toll Free (Outside WA)

800.742.7900 Toll Free (Inside WA)

253.872.2008 Fax

11.) ROCK ISLAND BRANCH

8111 West 29th Street Rock Island, IL 61201

309.787.1200 Phone

800.747.1206 Toll Free

309.787.1833 Fax

12.) ORWIGSBURG BRANCH

29 Pinedale Industrial Road Orwigsburg, PA 17961

570.366.2020 Phone

800.544.2577 Toll Free

570.366.1648 Fax

800.544.2574 Toll Free Fax

16.) ANCHORAGE BRANCH

4637 Old Seward Hwy. Anchorage, AK 99503

907.646.7663 Phone

866.640.7663 Toll Free

907.646.7664 Fax

17.) BAY CITY BRANCH

5209 Mackinaw Road Bay City, MI 48706

989.686.5879 Phone

888.777.7640 Toll Free

989.686.5870 Fax

888.777.0112 Toll Free Fax

18.) DETROIT LAKES BRANCH

1435 Egret Avenue Detroit Lakes, MN 56501

218.847.2988 Phone

888.594.1394 Toll Free

218.847.4835 Fax

888.594.1454 Toll Free Fax

19.) MOCKSVILLE BRANCH

188 Quality Way Mocksville, NC 27028

336.751.6381 Phone

800.228.6119 Toll Free

336.751.6301 Fax

800.228.7916 Toll Free Fax

5.) SELLERSBURG BRANCH

7800 State Road 60 Sellersburg, IN 47172

812.246.1866 Phone

800.999.7777 Toll Free

812.246.0893 Fax

800.477.9318 Toll Free Fax

6.) ROGERS BRANCH

22651 Industrial Blvd. Rogers, MN 55374

763.428.8080 Phone

800.328.9316 Toll Free

763.428.8525 Fax

800.938.9119 Toll Free Fax

7.) ANTIOCH BRANCH

4314 Hurricane Creek Blvd. Antioch, TN 37013

615.641.7100 Phone

800.251.8508 Toll Free

615.641.7118 Fax

800.419.4372 Toll Free Fax

13.) TEMPLE BRANCH

3838 North General Bruce Dr. Temple, TX 76501

254.791.6650 Phone

800.543.4415 Toll Free

254.791.6655 Fax

800.543.4473 Toll Free Fax

14.) WOODLAND BRANCH

1326 Paddock Place Woodland, CA 95776

530.668.5690 Phone

800.759.6019 Toll Free

530.668.0901 Fax

15.) FONTANA BRANCH

14213 Whittram Avenue Fontana, CA 92335

909.829.8618 Phone

800.782.7953 Toll Free

909.829.9083 Fax

20.) FORT SMITH BRANCH

7510 Ball Road Fort Smith, AR 72908

479.646.1176 Phone

877.452.3915 Toll Free

479.646.5204 Fax

TECHNICAL SUPPORT

TECHNICAL SERVICES

545 South 3rd Street Louisville, KY 40202

502.855.4300 Phone

800.406.7387 Toll Free

502.855.4290 Fax

800.944.6884 Toll Free Fax

POST FRAME & RESIDENTIAL

Important Information ......................................................................................................... 1

Metal Sales' Locations ....................................................................................................... 2

Customer Service ............................................................................................................... 3

TABLE OF CONTENTS

Panel Information ...................................................................................................... 6-12

Panel Fastening Patterens....................................................................................... 13-14

Panel Fastening Information ........................................................................................ 15

Post Frame Flashing Profiles ................................................................................. 16-18

Residential Flashing Profiles ...................................................................................... 19

Accessory Profiles ....................................................................................................... 20

Handling Material

Receiving Material ............................................................................................................ 21

General Handling ............................................................................................................. 21

Mechanical Handling ........................................................................................................ 21

Manual Handling .............................................................................................................. 22

Storage

General ............................................................................................................................23

Foot Traffic ................................................................................................................... 23

Required Tools ............................................................................................................... 23

Design / Installation Considerations

General ............................................................................................................... 24

Condition of Substructure ................................................................................... 24

Field Cutting and Touch-Up

Field Cutting ....................................................................................................... 25

Touch-Up Paint ................................................................................................... 25

Ventilation ...................................................................................................................... 25

Fastener Selection Guide ............................................................................................ 26

Installation Overview .................................................................................................... 27

Post Frame Panel Installation

Installing Inside Closures (Step 1) .................................................................................... 28

Installing First Panel (Step 2) ............................................................................................ 28

Installing Endlap Panel (Step 3) ........................................................................................ 29

Installing Sidelap Panel (Step 4) ....................................................................................... 29

14" Universal Ridge Detail ................................................................................................ 30

Low Profile Ridge Vent ......................................................................................................30

Outside Coner Detail ......................................................................................................... 30

Inside Corner Detail ..........................................................................................................30

Gable Trim Detail .............................................................................................................. 31

Rake Trim Detail ................................................................................................................ 31

Universal Sidewall Detail................................................................................................... 31

Universal Endwall Detail ................................................................................................... 31

Eave Molding Detail .......................................................................................................... 32

Universal Gambrel Detail .................................................................................................. 32

Angle Base Detail.............................................................................................................. 32

Double Angle Detail...........................................................................................................32

Drip Cap Detail .................................................................................................................. 33

Base Molding Detail .......................................................................................................... 33

Cannonball Track Cover Detail ......................................................................................... 33

National Track Cover Detail .............................................................................................. 33

Door Jamb Molding Detail ................................................................................................. 34

Mini-Angle - U-Flashing Detail .......................................................................................... 34

Post Trim Detail ................................................................................................................. 34

Door Post Trim Detail ........................................................................................................ 34

Overhead Door Trim Detail ............................................................................................... 35

Soffit Detail ........................................................................................................................ 35

12" Soffit Detail.................................................................................................................. 35

24" Soffit Detail.................................................................................................................. 35

PAGE NO.General Information

POST FRAME & RESIDENTIAL

Installation Overview .................................................................................................... 36

Residential Panel Installation

Installing Inside Closures (Step 1) .................................................................................... 37

Installing First Panel (Step 2) ............................................................................................ 37

Installing Second Panel (Step 3) ....................................................................................... 38

Installing Second Eave Panel (Step 4).............................................................................. 38

14" Universal Ridge Detail ................................................................................................ 39

Ridge / Hip Cover Detail.................................................................................................... 39

Vented Ridge Detail .......................................................................................................... 39

Gable Trim Detail .............................................................................................................. 39

Eave Detail ........................................................................................................................ 40

Gutter Detail ...................................................................................................................... 40

Valley Detail ...................................................................................................................... 40

Pitch Break Detail.............................................................................................................. 40

Chimney / Cricket Detail.................................................................................................... 41

Roof Penetration Detail ..................................................................................................... 41

TABLE OF CONTENTS (cont.)

PAGE NO.

Care and Maintenance .................................................................................... 42

POST FRAME & RESIDENTIAL

PRO-PANEL II / VERSARIB 20PP

36"

/8"

Anti-Syphon Groove

PRO-PANEL II ALLOWABLE UNIFORM LIVE LOADS (psf)

2 Equal Spans Inward Load Span Outward Load Span

Ga. Width Ksi 1.5' 2' 2.5' 3' 3.5' 4' 1.5' 2' 2.5' 3' 3.5' 4'

29 36 80 135 78 50 35 26 20 136 78 50 35 26 20

26 36 80 173 99 64 45 33 25 182 105 68 47 35 27

PRO-PANEL II ALLOWABLE SPANS

2 Equal Spans Inward Load (psf) Outward Load (psf)

Ga. Width Ksi 20 30 40 50 60 70 20 30 40 50 60 70

29 36 80 3'-11" 3'-2" 2'-9" 2'-5" 2'-3" 2'-0" 3'-11" 3'-2" 2'-9" 2'-5" 2'-3" 2'-1"

26 36 80 4'-5" 3'-7" 3'-1" 2'-9" 2'-6" 2'-4" 4'-6" 3'-9" 3'-3" 2'-10" 2'-7" 2'-5"

PRO-PANEL II ALLOWABLE UNIFORM LIVE LOADS (psf)

3 or More Equal

Spans

Ga. Width Ksi 1.5' 2' 2.5' 3' 3.5' 4' 1.5' 2' 2.5' 3' 3.5' 4'

29 36 80 156 90 58 41 27 18 157 90 59 41 27 18

26 36 80 199 115 75 52 35 23 210 122 79 55 35 23

Inward Load Span Outward Load Span

PRO-PANEL II ALLOWABLE SPANS

3 or More Equal

Spans

Ga. Width Ksi 20 30 40 50 60 70 20 30 40 50 60 70

29 36 80 3'-10" 3'-4" 3'-0" 2'-8" 2'-5" 2'-2" 3'-10" 3'-4" 3'-0" 2'-8" 2'-5" 2'-3"

26 36 80 4'-2" 3'-8" 3'-4" 3'-0" 2'-9" 2'-6" 4'-2" 3'-8" 3'-4" 3'-1" 2'-10" 2'-7"

Inward Load (psf) Outward Load (psf)

1. Section properties and allowable loads are calculated per AISI 2001 including 2004 Supplement.

2. Ixx and Sxx are effective section properties for deection and bending.

3. Allowable loads/spans are calculated considering bending, shear, combined bending and shear and deection.

4. Allowable load/span calculations do not include consideration for web crippling, fastener / connection limitations or uplift testing.

5. Allowable loads/spans do not include a 1/3 stress increase.

POST FRAME & RESIDENTIAL

CLASSIC RIB / VERSARIB 20CR

36"

/4"

Anti-Syphon Groove

CLASSIC RIB ALLOWABLE UNIFORM LIVE LOADS (psf)

2 Equal Spans Inward Load Span Outward Load Span

Ga. Width Ksi 1.5' 2' 2.5' 3' 3.5' 4' 1.5' 2' 2.5' 3' 3.5' 4'

29 36 80 122 70 45 31 23 18 155 88 57 40 29 23

26 36 80 159 91 58 41 30 23 196 112 73 51 37 29

CLASSIC RIB ALLOWABLE SPANS

2 Equal Spans Inward Load (psf) Outward Load (psf)

Ga. Width Ksi 20 30 40 50 60 70 20 30 40 50 60 70

29 36 80 3'-8" 3'-0" 2'-7" 2'-4" 2'-1" 1'-11" 4'-2" 3'-5" 2'-11" 2'-7" 2'-5" 2'-2"

26 36 80 4'-3" 3'-5" 3'-0" 2'-8" 2'-5" 2'-3" 4'-9" 3'-10" 3'-4" 3'-0" 2'-8" 2'-6"

CLASSIC RIB ALLOWABLE UNIFORM LIVE LOADS (psf)

3 or More Equal

Spans

Ga. Width Ksi 1.5' 2' 2.5' 3' 3.5' 4' 1.5' 2' 2.5' 3' 3.5' 4'

29 36 80 142 81 52 36 27 21 179 103 66 46 34 26

26 36 80 185 105 68 47 35 27 227 131 84 59 44 33

Inward Load Span Outward Load Span

CLASSIC RIB ALLOWABLE SPANS

3 or More Equal

Spans

Ga. Width Ksi 20 30 40 50 60 70 20 30 40 50 60 70

29 36 80 4'-0" 3'-3" 2'-10" 2'-6" 2'-3" 2'-1" 4'-4" 3'-8" 3'-2" 2'-10" 2'-7" 2'-4"

26 36 80 4'-7" 3'-9" 3'-3" 2'-10" 2'-7" 2'-5" 4'-8" 4'-1" 3'-7" 3'-2" 2'-11" 2'-8"

1. Section properties and allowable loads are calculated per AISI 2001 including 2004 Supplement.

2. Ixx and Sxx are effective section properties for deection and bending.

3. Allowable loads/spans are calculated considering bending, shear, combined bending and shear and deection.

4. Allowable load/span calculations do not include consideration for web crippling, fastener / connection limitations or uplift testing.

5. Allowable loads/spans do not include a 1/3 stress increase.

Inward Load (psf) Outward Load (psf)

POST FRAME & RESIDENTIAL

BI-RIB / VERSARIB 20BR

36"

Anti-Syphon Groove

/16"

BI-RIB ALLOWABLE UNIFORM LIVE LOADS (psf)

2 Equal Spans Inward Load Span Outward Load Span

Ga. Width Ksi 1' 1.5' 2' 2.5' 3' 3.5' 1' 1.5' 2' 2.5' 3' 3.5'

29 36 80 236 107 61 39 26 16 247 113 64 41 26 16

26 36 80 299 136 77 49 31 20 317 144 82 53 31 20

BI-RIB ALLOWABLE SPANS

2 Equal Spans Inward Load (psf) Outward Load (psf)

Ga. Width Ksi 20 30 40 50 60 70 20 30 40 50 60 70

29 36 80 3'-3" 2'-10" 2'-5" 2'-2" 2'-0" 1'-10" 3'-3" 2'-10" 2'-6" 2'-3" 2'-0" 1'-10"

26 36 80 3'-5" 3'-0" 2'-9" 2'-5" 2'-3" 2'-1" 3'-5" 3'-0" 2'-9" 2'-6" 2'-3" 2'-1"

BI-RIB ALLOWABLE UNIFORM LIVE LOADS (psf)

3 or More Equal

Spans

Ga. Width Ksi 1' 1.5' 2' 2.5' 3' 3.5' 1' 1.5' 2' 2.5' 3' 3.5'

29 36 80 273 125 69 35 20 13 286 131 69 35 20 13

26 36 80 346 158 82 42 24 15 366 168 82 42 24 15

Inward Load Span Outward Load Span

BI-RIB ALLOWABLE SPANS

3 or More Equal

Spans

Ga. Width Ksi 20 30 40 50 60 70 20 30 40 50 60 70

29 36 80 3'-0" 2'-7" 2'-4" 2'-2" 2'-1" 1'-11" 3'-0" 2'-7" 2'-4" 2'-2" 2'-1" 1'-11"

26 36 80 3'-2" 2'-9" 2'-6" 2'-4" 2'-2" 2'-1" 3'-2" 2'-9" 2'-6" 2'-4" 2'-2" 2'-1"

Inward Load (psf) Outward Load (psf)

1. Section properties and allowable loads are calculated per AISI 2001 including 2004 Supplement.

2. Ixx and Sxx are effective section properties for deection and bending.

3. Allowable loads/spans are calculated considering bending, shear, combined bending and shear and deection.

4. Allowable load/span calculations do not include consideration for web crippling, fastener / connection limitations or uplift testing.

5. Allowable loads/spans do not include a 1/3 stress increase.

POST FRAME & RESIDENTIAL

DELTA-RIB 36"

36"

41/2"

/16"

36" DELTA-RIB ALLOWABLE UNIFORM LIVE LOADS (psf)

2 Equal Spans Inward Load Span Outward Load Span

Ga. Width Ksi 1' 1.5' 2' 2.5' 3' 3.5' 1' 1.5' 2' 2.5' 3' 3.5'

29 36 80 103 68 48 35 27 22 97 64 45 33 26 20

26 36 80 139 90 63 47 36 28 139 90 63 46 36 28

36" DELTA-RIB ALLOWABLE SPANS

2 Equal Spans Inward Load (psf) Outward Load (psf)

Ga. Width Ksi 20 30 40 50 60 70 20 30 40 50 60 70

29 36 80 4'-7" 3'-9" 3'-2" 2'-10" 2'-7" 2'-4" 4'-6" 3'-7" 3'-1" 2'-9" 2'-6" 2'-3"

26 36 80 5'-4" 4'-4" 3'-9" 3'-4" 3'-0" 2'-9" 5'-4" 4'-4" 3'-9" 3'-4" 3'-0" 2'-9"

36" DELTA-RIB ALLOWABLE UNIFORM LIVE LOADS (psf)

3 or More Equal

Spans

Ga. Width Ksi 1' 1.5' 2' 2.5' 3' 3.5' 1' 1.5' 2' 2.5' 3' 3.5'

29 36 80 118 78 55 41 31 22 112 74 52 39 30 22

26 36 80 160 104 73 54 40 28 160 104 73 54 40 28

Inward Load Span Outward Load Span

36" DELTA-RIB ALLOWABLE SPANS

3 or More Equal

Spans

Ga. Width Ksi 20 30 40 50 60 70 20 30 40 50 60 70

29 36 80 4'-7" 4'-0" 3'-5" 3'-1" 2'-9" 2'-6" 4'-7" 3'-11" 3'-4" 3'-0" 2'-8" 2'-6"

26 36 80 5'-0" 4'-4" 3'-11" 3'-7" 3'-3" 3'-0" 5'-0" 4'-4" 3'-11" 3'-7" 3'-3" 3'-0"

1. Section properties and allowable loads are calculated per AISI 2001 including 2004 Supplement.

2. Ixx and Sxx are effective section properties for deection and bending.

3. Allowable loads/spans are calculated considering bending, shear, combined bending and shear and deection.

4. Allowable load/span calculations do not include consideration for web crippling, fastener / connection limitations or uplift testing.

5. Allowable loads/spans do not include a 1/3 stress increase.

Inward Load (psf) Outward Load (psf)

POST FRAME & RESIDENTIAL

DELTA-RIB 24"

24"

/2"

24" DELTA-RIB ALLOWABLE UNIFORM LIVE LOADS (psf)

2 Equal Spans Inward Load Span Outward Load Span

Ga. Width Ksi 2' 2.5' 3' 3.5' 4' 4.5' 2' 2.5' 3' 3.5' 4' 4.5'

29 24 80 124 82 58 43 33 26 108 71 50 37 28 23

26 24 80 169 110 77 57 44 35 162 106 74 55 42 33

24" DELTA-RIB ALLOWABLE SPANS

2 Equal Spans Inward Load (psf) Outward Load (psf)

Ga. Width Ksi 20 30 40 50 60 70 20 30 40 50 60 70

29 24 80 5'-1" 4'-2" 3'-7" 3'-2" 2'-10" 2'-7" 4'-8" 3'-10" 3'-3" 2'-11" 2'-8" 2'-5"

26 24 80 5'-9" 4'-9" 4'-1" 3'-8" 3'-4" 3'-1" 5'-9" 4'-8" 4'-0" 3'-7" 3'-3" 3'-0"

24" DELTA-RIB ALLOWABLE UNIFORM LIVE LOADS (psf)

3 or More Equal

Spans

Ga. Width Ksi 2' 2.5' 3' 3.5' 4' 4.5' 2' 2.5' 3' 3.5' 4' 4.5'

29 24 80 141 94 67 50 37 26 124 82 58 43 33 26

26 24 80 194 127 89 66 48 33 187 122 86 64 48 33

Inward Load Span Outward Load Span

24" DELTA-RIB ALLOWABLE SPANS

3 or More Equal

Spans

Ga. Width Ksi 20 30 40 50 60 70 20 30 40 50 60 70

29 24 80 4'-11" 4'-3" 3'-10" 3'-5" 3'-1" 2'-10" 4'-11" 4'-1" 3'-6" 3'-2" 2'-10" 2'-7"

26 24 80 5'-4" 4'-8" 4'-2" 3'-11" 3'-7" 3'-4" 5'-4" 4'-8" 4'-2" 3'-11" 3'-6" 3'-3"

1. Section properties and allowable loads are calculated per AISI 2001 including 2004 Supplement.

2. Ixx and Sxx are effective section properties for deection and bending.

3. Allowable loads/spans are calculated considering bending, shear, combined bending and shear and deection.

4. Allowable load/span calculations do not include consideration for web crippling, fastener / connection limitations or uplift testing.

5. Allowable loads/spans do not include a 1/3 stress increase.

Inward Load (psf) Outward Load (psf)

POST FRAME & RESIDENTIAL

1-1/4" CORRUGATED

24"

12"

C 1.263"

/4"

1-1/4" CORRUGATED ALLOWABLE UNIFORM LIVE LOADS (psf)

2 Equal Spans Inward Load Span Outward Load Span

Ga. Width Ksi 1' 1.25' 1.5' 1.75' 2' 2.25' 1' 1.25' 1.5' 1.75' 2' 2.25'

29 24 80 160 103 62 39 26 18 166 106 62 39 26 18

26 24 80 202 129 90 59 39 28 208 133 93 59 39 28

1-1/4" CORRUGATED ALLOWABLE SPANS

2 Equal Spans Inward Load (psf) Outward Load (psf)

Ga. Width Ksi 20 30 40 50 60 70 20 30 40 50 60 70

29 24 80 2'-2" 1'-10" 1'-8" 1'-7" 1'-6" 1'-5" 2'-2" 1'-10" 1'-8" 1'-7" 1'-6" 1'-5"

26 24 80 2'-6" 2'-2" 1'-11" 1'-10" 1'-8" 1'-7" 2'-6" 2'-2" 1'-11" 1'-10" 1'-8" 1'-7"

1-1/4" CORRUGATED ALLOWABLE UNIFORM LIVE LOADS (psf)

3 or More Equal

Spans

Ga. Width Ksi 1' 1.25' 1.5' 1.75' 2' 2.25' 1' 1.25' 1.5' 1.75' 2' 2.25'

29 24 80 165 84 49 31 21 14 165 84 49 31 21 14

26 24 80 235 127 73 46 31 22 242 127 73 46 31 22

Inward Load Span Outward Load Span

1-1/4" CORRUGATED ALLOWABLE SPANS

3 or More Equal

Spans

Ga. Width Ksi 20 30 40 50 60 70 20 30 40 50 60 70

29 24 80 2'-0" 1'-9" 1'-7" 1'-5" 1'-4" 1'-3" 2'-0" 1'-9" 1'-7" 1'-5" 1'-4" 1'-3"

26 24 80 2'-3" 2'-0" 1'-10" 1'-8" 1'-7" 1'-6" 2'-3" 2'-0" 1'-10" 1'-8" 1'-7" 1'-6"

Inward Load (psf) Outward Load (psf)

1. Section properties and allowable loads are calculated per AISI 2001 including 2004 Supplement.

2. Ixx and Sxx are effective section properties for deection and bending.

3. Allowable loads/spans are calculated considering bending, shear, combined bending and shear and deection.

4. Allowable load/span calculations do not include consideration for web crippling, fastener / connection limitations or uplift testing.

5. Allowable loads/spans do not include a 1/3 stress increase.

POST FRAME & RESIDENTIAL

2-1/2" CORRUGATED

24" Wall Coverage

21 1/3" Roof Coverage

2.67"

12"

/2"

2-1/2" CORRUGATED ALLOWABLE UNIFORM LIVE LOADS (psf)

2 Equal Spans Inward Load Span Outward Load Span

Ga. Width Ksi 1.5' 1.75' 2' 2.25' 2.5' 3' 1.5' 1.75' 2' 2.25' 2.5' 3'

29 24 80 192 142 109 87 67 39 198 147 113 89 67 36

26 24 80 255 188 145 115 88 51 245 189 145 115 88 51

2-1/2" CORRUGATED ALLOWABLE SPANS

2 Equal Spans Inward Load (psf) Outward Load (psf)

Ga. Width Ksi 20 30 40 50 60 70 20 30 40 50 60 70

29 24 80 3'-8" 3'-3" 2'-11" 2'-9" 2'-7" 2'-5" 3'-8" 3'-3" 2'-11" 2'-9" 2'-7" 2'-5"

26 24 80 4'-1" 3'-6" 3'-2" 3'-0" 2'-10" 2'-8" 4'-1" 3'-6" 3'-2" 3'-0" 2'-10" 2'-8"

2-1/2" CORRUGATED ALLOWABLE UNIFORM LIVE LOADS (psf)

3 or More Equal

Spans

Ga. Width Ksi 1.5' 1.75' 2' 2.25' 2.5' 3' 1.5' 1.75' 2' 2.25' 2.5' 3'

29 24 80 223 154 103 72 53 31 230 154 103 72 53 31

26 24 80 297 20 134 94 69 40 298 200 134 94 69 40

Inward Load Span Outward Load Span

2-1/2" CORRUGATED ALLOWABLE SPANS

3 or More Equal

Spans

Ga. Width Ksi 20 30 40 50 60 70 20 30 40 50 60 70

29 24 80 3'-5" 3'-0" 2'-8" 2'-6" 2'-4" 2'-3" 3'-5" 3'-0" 2'-8" 2'-6" 2'-4" 2'-3"

26 24 80 3'-9" 3'-3" 2'-11" 2'-9" 2'-7" 2'-5" 3'-9" 3'-3" 2'-11" 2'-9" 2'-7" 2'-5"

1. Section properties and allowable loads are calculated per AISI 2001 including 2004 Supplement.

2. Ixx and Sxx are effective section properties for deection and bending.

3. Allowable loads/spans are calculated considering bending, shear, combined bending and shear and deection.

4. Allowable load/span calculations do not include consideration for web crippling, fastener / connection limitations or uplift testing.

5. Allowable loads/spans do not include a 1/3 stress increase.

Inward Load (psf) Outward Load (psf)

POST FRAME & RESIDENTIAL

PRO-PANEL II FASTENING

End of Panel

Field of Panel

CLASSIC RIB FASTENING

End of Panel

PANEL FASTENING PATTERNS

Field of Panel

BI-RIB FASTENING

End of Panel

Field of Panel

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Metal Sales Pro-Panel II Installation

Specifications and Main Features

Frequently Asked Questions

User Manual