Industrial Panel Roof and Wall Detailing Manual

Industrial Panel Roof and Wall

Detailing Manual

Corporate Office: 3449 Hempland Road, Lancaster, PA 17601 (800) 477-2741

Architectural Systems:

308 Alabama Blvd., Jackson, GA 30233 (800) 884-4484

Additional Locations: 2402 Industry Way, Cedar City, UT 84720 (800) 432-2725

Route 24 West, Gridley, IL 71744 (800) 451-3974 Route 3, Box 632, Idabel, OK 74745 (800) 926-8509

658 Boekel Road, Rathdrum, ID 83858 (888) 432-2725 1820 East 26th St., Marshfield, WI 54449 (800) 528-0878

Highway 41 South & 55 Lamb Loop Road, Tifton, GA 31793 (800) 749-8144

World Wide Web Address: www.fabral.com E-mail Address: [email protected]

NOTE: The details in this manual are for through-fastened panels only. Fabral’s standing seam panels have their own manuals. Refer to the respective standing seam panel manual for installation instructions and details. Due to product improvements, changes and other factors, Fabral reserves the right to change or delete information herein without prior notice. 9832-148 11/02 I-220 ©2001 Fabral

TABLE OF CONTENTS

Panel profiles 3 UNINSULATED ROOF DETAILS Ridge (unvented) 6 Ridge (vented) 7 Endwall 8 Eave without gutter 9 Eave with gutter 10 Gable 11 Sidewall 12 Valley 13 Penetration 14 UNINSULATED WALL DETAILS Uninsulated wall section 16 Opening in sidewall with horizontal panels 17 Opening in sidewall with vertical panels 18 Wall expansion joint 19 Base 20 Outside corner with vertical panels 21 Inside corner with vertical panels 22 Outside panel with horizontal panels 23 Inside corner with horizontal panels 24 Sidewall 25 Sill 26 Jamb 27 INSULATED WALL DETAILS Insulated wall assembly 28 Inside corner 29 Outside corner 30 Sidewall (low and high) 31 Insulated wall section (side view) 32 Insulated wall section (end view) 33 VARIOUS Panel installation sequence and endlap 34 Maintenance instruction 35

4" RIB

7/8" CORRUGATED

1/2" CORRUGATED

35 9/16" OVERALL32" COVERAGE

4" 1"

6"

12" COVERAGE

1 7/16"

12" COVERAGE

1 7/16"

32" COVERAGE36 1/4" OVERALL

2 2/3"

41 1/4" OVERALL

37 1/3" COVERAGE

2 2/3" 1/2"

7/8"


24" COVERAGE

24 3/4" OVERALL

2 1/2"

1 1/2"

13 3/8" OVERALL

13 3/8" OVERALL

CFP 6

CFP 12

LP-15

LP-25

PANEL WIDTHS ABOVE ARE FOR STEEL ONLY. ALUMINUM PANEL WIDTHS MAY VARY.

4

ROOFINGSEALANT TAPE(FIELD APPLIED)




ULTRA-RIB I

MIGHTI-RIB PBR

ULTRA-RIB

36" COVERAGE7.2"

38 7/8" OVERALL

1 1/2"

36" COVERAGE12"

38 5/8" OVERALL

1 1/2"

12"

36" COVERAGE

36" COVERAGE12"

12"36" COVERAGE

37 7/8" OVERALL

37 7/8" OVERALL

39" OVERALL

38" OVERALL

36" COVERAGE12" 1 1/2"

MIGHTI-RIB I

MIGHTI-RIB

HEFTI-RIB


1 1/4"

1 1/4"

1 1/4"




HEFTI-RIB I

25 1/4" OVERALL

12"24" COVERAGE

4"


12"

4"

30" COVERAGE33 7/8" OVERALL

10"

2"

32" COVERAGE

33 7/8" OVERALL

5 1/3"


7.2"

1 3/4"

1 1/2"

V-BEAM

DEEP RIB II

DEEP RIB IV (ROOFING)

DEEP RIB IV (SIDING)


RIDGE (UNVENTED)

PURLIN

ROOF PANEL

OUTSIDE CLOSURE(CAULK TOP AND

BOTTOM)

RIDGE FLASHING

SCREW

PANEL

PURLIN

RIDGE CAP

VENT MATERIAL(NOT BY FABRAL)

OUTSIDE CLOSURE (CAULK TOP AND BOTTOM)

SCREW (12"O.C. MAX.)

RIDGE (VENTED)

ENDWALL

WALL PANEL GIRT

TRANSITION FLASHING

ROOF PANEL PURLIN

INSIDE CLOSURE (CAULKTOP AND BOTTOM)

OUTSIDE CLOSURE (CAULKTOP AND BOTTOM)

SCREW

EAVE WITHOUT GUTTER



WALL PANEL

EAVE FLASHING

ROOF PANEL

EAVE WITH GUTTER


1" MINIMUM

GUTTER SUPPORT


ROOF PANEL

GUTTER

WALL PANEL

EAVE STRUT

10

PURLIN

GABLE

FLASHING

SEALANT TAPE

ROOF PANEL

WALL PANEL


BOTTOM)

11

SIDEWALL

PURLIN

SEALANT TAPE

GIRT

WALL PANEL

INSIDE CLOSURE(CAULK TOP AND BOTTOM)

BASE TRIMROOF PANEL

12

VALLEY

6" MIN.

PURLIN

VALLEY SUPPORTICE & WATER SHIELD

PLAN VIEW OF CLOSURES AND CAULK FOR EXPOSED FASTENER PANELS IN VALLEY

DOWNSLOPE

INSIDE CLOSURE SECTION;CAULK TOP AND BOTTOM; SET

SQUARELY IN CORRUGATION

DOWNSLO

PE

CENTERLINE OF VALLEY FLASHING

TOP OF PANEL CORRUGATION

EDGE OF VALLEY FLASHING, ICE & WATERSHIELD, AND VALLEY SUPPORT

CAULK TO CONNECT CLOSURE SECTIONS

DO

WN

SLO

PE

INSIDE CLOSURE; CUT OUT AND REMOVE DASHED AREAS; CAULK TOP AND BOTTOM OF REMAINING SECTIONS AND PLACE INSIDE CORRUGATIONS AS SHOWN ABOVE

SCREW; PLACE BEHINDCAULK; SPACE 4" O.C. MAX.

IN PANEL PROFILE VALLEYS

A

A

VALLEY DETAIL, SECTION A-A

CLOSURE SECTION; CAULK PERIMETER; SEEPLAN VIEW AND CLOSURE SECTION BELOW

VALLEY FLASHING

13

DOWNSLOPE

DOWNSLOPE

CURB

PENETRATION(WITH STRUCTURAL MEMBERS ONLY)

PENETRATION(WITH STRUCTURAL MEMBERS AND CURB)

PURLINADDITIONAL STRUCTURAL MEMBER

ADDITIONAL STRUCTURAL MEMBER PURLIN

14

PURLIN

DOWNSLOPE

SECTION A-A

A

B

SECTION B-B

4" (+/-)CURB

CURB

PENETRATION(COMPLETE)

B

A

PURLIN

TOP OF PANEL RIB (TYP.)PLATE TO CLOSE OFF OPENING

DIVERTER TOCLOSE OFFRIB; SEALAND FASTEN

OUTSIDE CLOSURE(CAULK TOP ANDBOTTOM)

ADDITIONAL STRUCTURAL MEMBER

CRICKET

INSIDE CLOSURE(CAULK TOP AND

BOTTOM)

DIVERTER TO CLOSE OFFRIB (FASTEN AND SEAL)

SCREW

CAULK

ADDITIONAL STRUCTURALMEMBER

15

UNINSULATED WALL SECTION

BASE TRIM

JAMB TRIM

SILL TRIM

PROFILE CLOSURE

16

WALL PANEL

WALL PANEL

J-FLASHING

WALL PANEL

SCREW


BOTTOM)

DRIP FLASHING (CAULKAND ANGLE DOWNWARD)

SCREW (12" O.C.)

SECTION C-C

SECTION A-A

NOTE: IF THE PANEL "ENDS" ON THE RIB AT THE OPENING FOR SECTIONS A-A OR B-B, ATTACH A "Z" THAT IS AS TALL AS THE PANEL IS DEEP TO THE GIRT. USE THE APPROPRIATE FLASHING AS SHOWN FOR SECTIONS A-A AND B-B. ATTACH THE PANEL TO THE "Z". SEE DETAIL BELOW.

SECTION B-B

GIRT

ELEVATION OF OPENING IN SIDEWALL WITH HORIZONTAL PANELS

B

B

CC

A

A

SCREW (12" O.C.)

J-FLASHING (CAULKAND ANGLEDOWNWARD)

FRAME AROUNDOPENING

GIRT

WALL PANEL

Z

17

SECTION A-A

SCREW (12" O.C.)DRIP FLASHING(ANGLE DOWNWARD)

WALL PANEL

GIRT

SECTION B-B

SCREW (12" O.C.)

WALL PANEL

J-FLASHING

SCREW (12" O.C.)J-FLASHING (ANGLEDOWNWARD)

GIRT

SECTION C-C

WALL PANEL

ELEVATION OF OPENING IN SIDEWALL WITH VERTICAL PANELS

B B

A

A

C

C

OUTSIDE CLOSURE;CAULK PERIMETER

INSIDE CLOSURE;CAULK TOP AND BOTTOM

UNIVERSAL CLOSURE; CAULK TOP ANDBOTTOM; CLOSURE IS NOT NECESSARYIF PANEL "ENDS" WITH RIB AT FLASHING

BUT MUST BE CAULKED AT FLASHING

18

GIRT

DIMENSIONS FOR SLIDING FLASHINGS

X = CALCULATED THERMAL MOVEMENT

WALL EXPANSION JOINT

X X + 1/2" X

SLIDING FLASHINGS

EXPAND-O-FLASH SEALANT TAPE

PANEL

19

BASE


DRIP FLASHING (SLOPEAWAY FROM WALL)

WALL PANEL

20

GIRT

OUTSIDE CORNER WITH VERTICAL PANELS

WALL PANEL

SEALANT TAPE

CORNER FLASHING

SCREW (12" O.C.)

21

GIRT

INSIDE CORNER WITH VERTICAL PANELS

CORNER FLASHING

SCREW (12" O.C.)SEALANT TAPE

PANEL

22

OUTSIDE CORNER WITH HORIZONTAL PANELS


SCREW

HORIZONTAL WALL PANEL

CORNER FLASHING

23


SCREW

INSIDE CORNER WITH HORIZONTAL PANELS

HORIZONTAL WALL PANEL

INSIDE CORNER FLASHING

24

GIRT

GIRT

SIDEWALL (HIGH)

SIDEWALL (LOW)

SEALANT TAPE

SCREW (12" O.C.)

WALL PANEL

WALL PANEL

SCREW

SEALANT TAPE

25

SILL


BOTTOM)

WALL PANEL

SILL FLASHING

SILL FRAME

26

JAMB

GIRT

JAMB FRAME

JAMB TRIM

SCREW (12" O.C.)SEALANT TAPE

WALL PANEL

27

CFP-12 PANEL

SUBGIRT

LP-15 LINER PANEL

WALL GIRT

INSULATED WALL ASSEMBLY

28

GIRT

INSIDE CORNER

SUBGIRT

CORNER FLASHING

TAPE SEALANT

SCREW

LINER PANEL

INSULATION

EXTERIOR PANEL

29

GIRT

OUTSIDE CORNER

LINER PANEL

INSULATIONEXTERIOR PANEL

SUBGIRT

SEALANT TAPE

CORNER FLASHING

SCREW

J FOR SUBGIRTSUPPORT

30

INSULATED WALL SECTION

EXTERIOR PANEL

SUBGIRT

INSULATION

LINER PANEL

4'-0"MAXIMUM

GIRT

NOTE: SUBGIRTS MUST BE PLACED AT EACH MAIN GIRT WITH AT LEAST ONE SUBGIRT BETWEEN MAIN GIRTS. MAXIMUM SUBGIRT SPACING IS 4'-0" O.C.

31

GIRT

GIRT

SIDEWALL (LOW)

SIDEWALL (HIGH)

WALL PANELSUBGIRT

SEALANT TAPESCREW

LINER PANEL

INSULATION

SEALANT TAPESCREWWALL PANEL

SUBGIRT

LINER PANELINSULATION

SUPPORT J FOR SUBGIRT

J FOR SUBGIRT SUPPORT

32

GIRT

GIRT

INSULATED WALL SECTIONS

LINER PANEL

SUBGIRTINSULATION

SCREWEXTERIOR PANEL

CFP-6 PANELSUBGIRT

SCREW

LINER PANELINSULATION

33

PANEL INSTALLATION SEQUENCE

SEALANT TAPE

SLOPE ENDLAP LENGTH2:12 & LESSER 12"3:12 9"4:12 & GREATER 6"

ENDLAP

SCREW

ENDLAPLENGTH

7

8

5 3 1

6 4 2

PREVAILING WIND DIRECTION

DO

WN

SLO

PE

EAVELINE

RIDGELINE

34

MAINTENANCE INSTRUCTIONS FOR FABRAL'S METAL PANELS I. MAINTENANCE BY INSTALLER BEFORE LEAVING JOBSITE. A. REMOVE METAL FILINGS from panels and flashings at the end of each day. Filings from

drilling, grinding and cutting can start to rust overnight. At end of project, make final check for any filings. If rust spots have already appeared they can be removed with a non-abrasive cleaner. Do not use abrasive cleaners.

B. TOUCH-UP PAINT should be used on scratches, but should be used sparingly and applied with a small artist's brush. If scratches penetrate the zinc coating on galvanized material, a zinc rich primer should be applied in the scratch before the touch-up paint is applied.

C. CLEAN OR POWER WASH panels as necessary after completion of project. This includes removing excess unsightly caulking. Caulking can be removed with mineral spirits. Rinse residue with clean water.

D. REMOVE DEBRIS AND CRATING MATERIAL from the site. II. ROUTINE MAINTENANCE FOR METAL PANELS BY OWNER OR OWNER'S AGENT OVER LIFE OF BUILDING. A. FILE ALL JOB RECORDS, including project plans, specifications, shop drawings,

warranties (if any), etc., for future reference. B. SET UP MAINTENANCE INSPECTION SCHEDULE. Metal panels normally require little

maintenance, but to assure optimum serviceability, a routine inspection should be conducted at intervals no greater than once a year. NOTE: STEEP METAL ROOFS CAN BE SLIPPERY. A QUALIFIED METAL ROOFING CONTRACTOR MAY BE REQUIRED FOR ROOF INSPECTIONS.

C. KEEP GUTTERS AND DOWNSPOUTS CLEAR of debris that can impede water flow. D. IMMEDIATELY REMOVE ANY VEGETATION OR DEBRIS that contacts metal panels.

This includes tree branches, leaves, weeds, grass, etc. E. CLEAN METAL PANELS as necessary with a 5% solution, in water, of commonly used

commercial and industrial detergent. Use a cloth, soft bristle brush, or pressure washer. Rinse completely with water. When surfaces are dulled by heavy deposits of dirt or other contaminants, a heavy -duty, a cup of dry powdered laundry detergent (such as Tide) mixed with water may be used, followed by a water rinse. Mildew may be removed by a solution of a cup of dry powdered laundry detergent (such as Tide), b cup tri-sodium phosphate (such as Soilax), 1 quart sodium hypochlorite 5% solution (bleach), mixed with 3 quarts of water. (Note: do not use bleach on Galvalume-coated panels.) Tar, grease or oil may be removed by using denatured alcohol, isopropyl alcohol, or mineral spirits followed by a water rinse. Proceed with caution as aggressive cleaning with any of the above-described procedures may damage the coating and thus void any warranty.

F. REPAIR DAMAGE that may have occurred to panels with caulking, touch-up paint, etc. G. CORRECT ANY SIGNS OF CORROSION OR DETERIORATION as necessary. III. ADDITIONAL ROUTINE MAINTENANCE FOR METAL PANELS. A. ELIMINATE ANY CONDITIONS THAT ARE CAUSING WATER TO POND AND

ACCUMULATE on panels. B. RESEAL CURBS, GUTTERS, FLASHINGS, CLOSURES, PENETRATIONS, ETC. as

necessary to maintain the weathertightness of the system. Typically, a non-acid cured silicone caulk or a one part polyurethane sealant (such as Sikaflex 201) is best for such repairs. The owner may wish to hire a qualified, experienced metal contractor for these repairs.

C. REMOVE SALT DEPOSITS by a fresh water rinse in salt spray areas.

Industrial Panel Roof and Wall Detailing Manual

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