Technical/Erection Information

TM
Vertical-Lok
Technical/Erection Information
July, 2009 - Subject to change without notice.
IMPORTANT NOTICE
Read this manual completely prior to beginning the installation of the Vertical-Lok roofing system. Corle details must
be followed as a minimum to insure appropriate warranties will be issued. If there is a conflict between project
erection drawings provided or approved by Corle and details in this manual, project erection drawings will take
precedence.
CAUTION!
Exercise extreme caution when walking on unsecured panels; panels
may have reduced load capacities until installation is complete.
Material may be slippery, resulting from but not limited to wet conditions. Use extreme caution when walking, sitting, standing or kneeling on a metal roof to avoid a fall or other injury.
Do not step on edges. Step toward center of all panels.
Improper unloading or handling of bundles and crates may cause
bodily injury or material damage. Multiple lift points may be required.
Use extreme care in the operation of power lifting devices such as
cranes and forklifts and follow the safety instructions provided by their
manufacturer.
Crates, boxes, and bundles may have sharp or rough edges. They
may be bulky, heavy, or both. Corle is not responsible for bodily injuries or material handling during unloading, storage or job-site placement.
Always wear appropriate safety gloves, eye protection and apparel when installing panels.
ALL OSHA REQUIREMENTS & REGULATIONS MUST BE
FOLLOWED WHEN USING MATERIAL
For further information, please contact OSHA: www.osha.gov
U.S. Department of Labor
Occupational Safety and Health Administration (OSHA)
200 Constitution Avenue, N.W., Washington, D.C. 20210
Descriptions and specifications contained herein were in effect at the time this publication was approved for printing.
In a continuing effort to refine and improve products, CORLE reserves the right to discontinue products at any time
or change specifications and/or designs without incurring obligation. To insure you have the latest information
available, please inquire or visit our web site at www.corle.com. Application details are for illustration purposes
only and may not be appropriate for all environmental conditions, building designs, or panel profiles. Projects should
be engineered to conform to applicable building codes, regulations, and accepted industry practices. For clarity,
insulation is not shown in these details.
July, 2009 - Subject to change without notice.
TABLE OF CONTENTS
CORLE VERTICAL-LOK ROOFING SYSTEM
GENERAL INFORMATION
Engineering (Notices, Panel Properties / Panel Spans)
Product Checklist
Seaming Panel Sidelaps
Hand Crimper
Seamer Operation
Preparation
Unloading
Handling & Panel Storage
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
July, 2009 - Subject to change without notice.
VL-15-17
VL-18
VL-19
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
VL-1-3
VL-4-7
VL-8
VL-9
VL-10
VL-11
VL-12-13
VL-14
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
TRIM DETAILS
Standard Gutter
Sculptured Eave
Mid Slope Fixed Condition
Ridge Cap / End Closure
Rake, Rake Slide, Termination
Rake Extension
Parallel Transition (Floating)
Parallel Transition (Fixed)
Perpendicular Transition
Hip
Valley
Field Hemming Panel End
Snow Gutter Installation
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
SPECIAL ERECTION TECHNIQUES
Recommended Installation Techniques
Typical Details - Outside Closure
Typical Details - Installation over Metal Decking
ERECTION SEQUENCE
Step 1 - Rake Support
Step 2 - Eave Plate
Step 3 - First Panel
Step 4 - Back-Up Plate
Step 5 - Endlap Panel
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
○
VL-20
VL-21
VL-22-23
VL-24
VL-25
VL-26
VL-27
VL-28
VL-29
VL-30
VL-31
VL-32
VL-33
VL-34
VL-35
VL-36
VL-37
VL-38
TM
114 Rosemont Lane
Imler, PA 16655
(814) 276-9611
Engineering
Vertical-Lok
IMPORTANT -- READ THIS FIRST
CAUTION
Application and design details are for illustration purposes only and may not be appropriate for all environmental
conditions or building designs. Projects should be engineered to conform to applicable building codes, regulations and accepted industry practices.
NOTE
The use of any field seaming machine other than that provided by CORLE BUILDING SYSTEMS will damage
the panels and void all warranties.
It will greatly facilitate DESIGNING, QUOTING, ORDERING or ERECTING the Corle Vertical Lok panels if you
determine which system you need based on insulation requirements. Listed below are the differences between
the low and high systems.
LOW SYSTEM
HIGH SYSTEM
3/8” clearance between panel and purlin without 1” thermal
spacer for added insulation.
1 3/8” clearance between panel and purlin with 1” thermal
spacer for added insulation.
HIGH CLIP
HIGH EAVE PLATE
LOW CLIP
LOW RAKE SUPPORT
HIGH RAKE SUPPORT
Floating clips have a maximum of 1” movement each direction. Articulating clips have a maximum movement of 1 1/4” each
direction. Thermal calculations should be performed for each project to ensure that the thermal movement of the roof is not more
than the clips can handle.
FOR ROOF PITCHES GREATER THAN 4:12, CALL CORLE BUILDING SYSTEMS (814-276-9611).
NOTE: As with all standing seam roof systems, a sound insulator (EXAMPLE: blanket insulation) is required between the panel
and substructure. Some composite systems require additional acoustical consideration. Call CORLE for further information.
Thermal Spacer Selection Chart
For use over blanket insulation (.60 pcf maximum density) installed over purlins or joists.
Low System
No Insulation
3” Insulation
4” Insulation
6” Insulation
3/8” Thermal Spacer
No Thermal Spacer Required
N/A
N/A
High System
N/A
1” Thermal Spacer
5/8” Thermal Spacer
3/8” Thermal Spacer
This manual is to be used by the roof system erector as a guide for the erection of the Vertical-Lok Roof. IT IS THE RESPONSIBILITY OF
THE ERECTOR TO INSTALL THIS ROOF USING SAFE CONSTRUCTION PRACTICES. The manufacturer is not responsible for the
performance of this roof system if it is not installed in accordance with the instructions shown in this manual.
CORLE BUILDING SYSTEMS ERECTION DRAWINGS TAKE PRECEDENCE OVER THIS MANUAL OR ANY OTHER INFORMATION
WRITTEN OR IMPLIED, REGARDING THE INSTALLATION OF THEIR ROOF SYSTEM.
If there are any questions regarding proper installation of parts or materials on this roof system, please inquire before proceeding.
July, 2009 - Subject to change without notice.
VL-1
114 Rosemont Lane
Imler, PA 16655
(814) 276-9611
Engineering - Panel Properties
Vertical-Lok
Vertical-Lok Panel - 18” Coverage
18"
18”
2"
2”
1/8" (TYP)
1/8”
(TYP)
5-3/4"
5-3/4”
6-1/2"
6-1/2”
5-3/4"
5-3/4”
SECTION PROPERTIES
MATERIAL
TOP IN COMPRESSION
BOTTOM IN COMPRESSION
PANEL
GAGE
Fy
KSI
Weight
(PSF)
Ix
(in4/ft)
Sx4
(in3/ft)
Ma
(kip-in/ft)
Ix
(in4/ft)
Sx
(in3/ft)
Ma
(kip-in/ft)
24
50
1.28
0.1447
0.0834
2.4973
0.0700
0.0643
01.9253
NOTES
1. All Vertical-Lok panel properties are calculated in accordance with the North American Specification for
the Design of Cold-Formed Steel Structural Members with Commentary, 2001 Edition, published by the
American Iron and Steel Institute.
2.
3.
4.
5.
VL-2
The moment of inertia, Ix is used in calculating deflections.
The section modulus, Sx, is used in calculating allowable bending moment.
The allowable bending moment, Ma, is used in calculating allowable uniform loads.
As noted, all tabulated values represent the average for one foot of panel width.
July, 2009 - Subject to change without notice.
114 Rosemont Lane
Imler, PA 16655
(814) 276-9611
Engineering - Panel Spans
Vertical-Lok
Vertical-Lok Panel - 18” Coverage
18”
18"
2”
2"
1/8"
1/8”(TYP)
(TYP)
5-3/4"
5-3/4”
5-3/4"
5-3/4”
6-1/2"
6-1/2”
ALLOWABLE UNIFORM LOADS IN POUNDS PER SQUARE FOOT
SPAN TYPE
SINGLE
LOAD TYPE
LIVE LOAD
WIND PRESSURE
WIND SUCTION
LIVE LOAD
2 SPANS
WIND PRESSURE
WIND SUCTION
LIVE LOAD
3 OR MORE
SPANS
WIND PRESSURE
WIND SUCTION
SINGLE SPAN W/ 5”
CANTILEVER AT
ONE END
LIVE LOAD
WIND PRESSURE
WIND SUCTION
SINGLE SPAN W/ 17”
CANTILEVER AT
ONE END
LIVE LOAD
WIND PRESSURE
WIND SUCTION
SPAN IN FEET
2.0
416
416
56
320
320
56
401
401
56
454
454
56
159
159
56
2.5
266
266
39
205
205
39
256
256
39
281
281
39
159
159
39
3.0
184
184
39
142
142
39
178
178
39
192
192
39
159
159
39
3.5
135
135
39
104
104
39
130
130
39
139
139
39
159
159
39
4.0
104
104
36
80
80
36
100
100
36
106
106
36
136
136
36
4.5
82
82
32
63
63
32
79
79
32
83
83
32
101
101
32
5.0
66
66
29
51
51
29
64
64
29
67
67
29
78
78
29
NOTES
1. Tabulated values are superimposed loads: weight of panel has been deducted.
2. Loads for multiple span conditions are based on equal span lengths.
3. Tabulated values incorporate deflection limit of L/240 of span.
4. Values incorporate web crippling consideration.
5. Suction values incorporate ASTM E 1592 test results and consideration of tension in the screws
connecting the clips to the purlins.
6. Tabulated values apply to panel installed in accordance with this manual.
July, 2009 - Subject to change without notice.
VL-3
114 Rosemont Lane
Imler, PA 16655
(814) 276-9611
General Information
Vertical-Lok
PRODUCT CHECKLIST
VERTICAL-LOK
18” PANEL
STANDARD CLIP
LOW FLOATING
24 GAGE
FACTORY-APPLIED MASTIC
2 3/8”
18”
2”
1/8” (TYP)
5 3/4”
6 1/2”
KC-480
5 3/4”
STANDARD CLIP
LOW FIXED
KC-470
2 3/8”
SPECIAL ORDER
STANDARD CLIP
HIGH FLOATING
UTILITY CLIP
KC-485
3”
HW-218
2”
STANDARD CLIP
HIGH FIXED
KC-475
3”
VL-4
July, 2009 - Subject to change without notice.
114 Rosemont Lane
Imler, PA 16655
(814) 276-9611
General Information
Vertical-Lok
PRODUCT CHECKLIST
EAVE PLATE LOW
8’-0” LENGTH
16 GA. 5”
FACTORY SLOTS
FOR USE WITH
LOW CLIPS
1 1/4”
8’-0” LENGTH
16 GA. 5 1/2”
FACTORY SLOTS
FOR USE WITH HIGH CLIPS
EAVE PLATE HIGH
1 1/4”
1”
3/8”
1 1/4”
1/2”
3 1/4”
20’-0” LENGTH
14 GA. 5 1/2”
FACTORY SLOTS
RAKE SUPPORT
RAKE SUPPORT UTILITY
LOW
3”
2 3/8”
2 1/2”
EP-LOW
EP-HIGH
20’-0” LENGTH
14 GA. 5 1/2”
FACTORY SLOTS
FOR USE WITH UTILITY
CLIPS
HIGH
2”
3 1/8”
2 1/2”
BACK-UP PLATE (18”)
RS-LCVL
RS-HCVL
FOR USE AT
ENDLAPS, HIGH
EAVE, AND AT
THE RIDGE
16 GA. RED OXIDE
3 1/2”
RS-UCVL
BEARING PLATE
Protected by U.S. Patent No. 4,355,020
OUTSIDE CLOSURE (18”)
BPCVL18”
5”
FOR USE AT
RIDGE, ROOF
PENETRATIONS,
ETC.
FOR 24 GA.
3 7/8”
MOCLCVL4
July, 2009 - Subject to change without notice.
16 GA. GALVANIZED
REQUIRED UNDER CLIPS
FOR RIGID INSULATION
APPLICATIONS
HW-7500
VL-5
114 Rosemont Lane
Imler, PA 16655
(814) 276-9611
Fasteners
Vertical-Lok
PRODUCT CHECKLIST
SD175
FST#1
1/4” x 14 x 1 1/4” DRILLER
5/16” HEX WASHER HEAD
WITH 9/16” O.D. WASHER
CLIP TO PURLIN
EAVE PLATE TO EAVE STRUT
RAKE SUPPORT TO RAKE ANGLE
(FIXED SYSTEM ONLY)
FASTENER #2A
USE IN PLACE OF SD175 AND
SM75 SCREWS AT ALL STRIPOUTS
PANEL TO EAVE PLATE
ROOF PANEL ENDLAP
TERMINATION TRIM TO RAKE TRIM
OUTSIDE CLOSURE TO PANEL
AT RIDGE
RAKE TRIM TO ROOF PANEL
RAKE TRIM TO PURLIN COVER
SNOW GUTTER STRAP TO
ROOF / GUTTER
12-14 x 1 3/4”
5/16” HEX WASHER HEAD WITH SEALING WASHER
(LONG LIFE EXTERIOR FASTENER)
RAKE SUPPORT TO RAKE ANGLE
(FLOATING SYSTEM ONLY)
FLOATING EAVE PLATE
TO EAVE STRUT
FASTENER #5
17 x 3/4” TYPE AB LONG LIFE
5/16” HEX WASHER HEAD WITH SEALING WASHER
(LONG LIFE EXTERIOR FASTENER)
SM75
RIDGE AND OTHER FLASHING
TO OUTSIDE CLOSURE
GUTTER TO PANEL
GUTTER TO STRAP
TRIM TO TRIM CONNECTIONS
RAKE TRIM TO WALL PANEL
DELUXE EAVE TRIM TO
WALL PANEL
DELUXE EAVE TRIM TO
ROOF PANEL
1/4” x 20 x 1 1/4” WITH SHOULDER
5/16” HEX WASHER HEAD, NO WASHER
FASTENER #14
GUTTER SPLICES, OUTLETS,
AND END CAPS
CORNER BOXES
EAVE TRIM TO EAVE PLATE
“Z” CLOSURES AT HIP ROOFS
RAKE CLOSURES
DOWNSPOUT SPLICES
1/4” x 14 x 3/4”
5/16” HEX WASHER HEAD WITH SEALING WASHER
(LONG LIFE EXTERIOR FASTENER)
1/8” x 3/16” POP RIVET
FASTENER #12
VALLEY/HIP SUPPORT PLATES
TO PURLIN
RAKE ANGLE TO PURLINS
10 - 16 x 1” #2 PHILLIPS PANCAKE HEAD DRILLER
VL-6
TEK1
INSIDE CLOSURE TO EAVE PLATE
OR EAVE STRUT
OUTSIDE CLOSURE TO EAVE PLATE
AT HIP CONDITION
1/4” x 14 x 1” DRILLER 5/16” HEX WASHER HEAD
WITH 7/16” O.D. WASHER
July, 2009 - Subject to change without notice.
114 Rosemont Lane
Imler, PA 16655
(814) 276-9611
General Information
Vertical-Lok
PRODUCT CHECKLIST
MASTIC
1/8” x 1” x 50’
TAPE SEALER - MINOR RIB
PRE-CUT BEVELED
7/32” x 1 3/8” x 4”
USED AT THE EAVE,
OUTSIDE CLOSURES,
TRIM CONNECTIONS,
AND HIP CONDITIONS
USED TO FILL VOID AT
MINOR RIBS OF THE
PANEL AT THE EAVE
95-9TI
95-9Z
TWO-PIECE RIB COVER
TRIPLE BEAD TAPE
3/16” x 2-1/2” x 20’
USED AT THE ENDLAPS,
VALLEYS AND ROOF CURBS
OUTER COVER
COLOR
COLOR
INNER COVER
82-6W
CSLRB-1
CSLRB-0
THERMAL SPACER
POLYSTYRENE BLOCK USED TO INCREASE THE INSULATION
CAPACITY ALONG THE PURLINS
3/8”, 5/8”,
OR 1”
1’ 11 7/8”
3”
THSP 1”
THSP 5/8”
THSP 3/8”
July, 2009 - Subject to change without notice.
VL-7
114 Rosemont Lane
Imler, PA 16655
(814) 276-9611
Vertical-Lok
SEAMING PANEL SIDELAPS
Seaming Panel Sidelaps
SEAMING OPERATION
CAUTION
IT IS CRITICAL THAT THE PANEL SEAMS ARE
CRIMPED AND FOLDED BEFORE USING THE
ELECTRIC SEAMER. FAILURE TO FOLLOW
THESE GUIDELINES WILL RESULT IN DAMAGED
SEAMS.
STAGE 1 - SEAMING MACHINE
The seamer will be run in one direction only, and is capable of starting on either end of the panel. On buildings
with endlaps, panels must be installed right to left. On
buildings of 6:12 pitch and greater, panels must be installed left to right.
STAGE 2 - SEAMING MACHINE
A run / jog switch is provided on the side of the unit. The
jog position is a momentary contact which can be used to
make sure the seamer is aligned properly. After ensuring
proper alignment, move the switch to the “RUN” position,
where it will remain until it is manually moved to “OFF”.
STAGE 3 - SEAMING MACHINE
To begin seaming, pull the lever handle towards the drive
motor. This will open the seamer. Set the seamer on the
hand seamed section of the panel rib. Check the machine
for alignment as described above. Push the lever handle
away from the drive motor and begin seaming.
Stop seaming about 12” from the end of the panel. Disengage the locking bar and remove the seamer from the panel.
Finish the seam with the hand tool.
STAGE 4 - SEAMING MACHINE
VL-8
July, 2009 - Subject to change without notice.
114 Rosemont Lane
Imler, PA 16655
(814) 276-9611
Vertical-Lok
HAND SEAMING
STAGE 1 - STEP1
TO
BEGINseaming,
SEAMING,
TOOLthe
ONTO
THE
To begin
setSET
theTHE
handHAND
tool onto
seam
as shown and
SEAM
AS edge
SHOWN
AND
ALIGN
OF of
THE
align the
of the
hand
toolTHE
withEDGE
the end
theHAND
panel.
TOOL WITH THE END OF THE PANEL.
HAND SEAMING
STAGE 2 - STEP1
RETURN TO THE END OF THE PANEL TO BEGIN THE
Return to the end of the panel to begin the second stage. Set the
SECOND STAGE. SET THE HAND TOOL ONTO THE
hand tool onto the seam as shown and align the edge of the hand
SEAM AS SHOWN AND ALIGN THE EDGE OF THE
tool with the end of the panel.
HAND TOOL WITH THE END OF THE PANEL.
July, 2009 - Subject to change without notice.
Hand Crimper
HAND SEAMING
STAGE 1 - STEP2
ROTATE
HANDLE
DOWNWARD
TO CRIMP
Rotate handle
downward
to crimp
femaleFEMALE
lip. This LIP.
should be
THIS
BE along
DONEthe
FOUR
TIMES
doneSHOULD
four times
seam
for aALONG
total ofTHE
24”. SEAM
FOR A TOTAL OF 24".
HAND SEAMING
STAGE 2 - STEP2
Rotate the handle downward to finish the seam. This should be
done once for 6”.
ROTATE THE HANDLE DOWNWARD TO FINISH THE
SEAM. THIS SHOULD BE DONE ONCE FOR 6".
VL-9
114 Rosemont Lane
Imler, PA 16655
(814) 276-9611
Seamer
Vertical-Lok
DIRECTION
OF ROOF
INSTALLATION
DIRECTION
OF ROOF
INSTALLATION
HIGH EAVE
OR PEAK
LOW EAVE
SEAMER KIT BOX
DETERMINING DIRECTION OF SEAMER
1/4” +- 1/16”
NOTICE
5/8” +- 1/16”
All seamer units are carefully inspected and tested before being
shipped to a jobsite. If you encounter difficulty in operating a seamer,
DO NOT MAKE ADJUSTMENTS
TO THE UNIT.
Please call Corle Building Systems
at 814-276-9611 for assistance.
CROSS SECTION OF FINISHED SEAM
VL-10
July, 2009 - Subject to change without notice.
114 Rosemont Lane
Imler, PA 16655
(814) 276-9611
General Information
Vertical-Lok
PREPARATORY REQUIREMENTS
1. A single pitch eave strut must be used with the Vertical-Lok roof system.
2. Make sure a rake angle has been installed on top of the purlins.
3. The walls do not have to be erected before the roof is installed. However, for the purpose of this manual,
we have assumed the wall panels have been installed.
4. All primary and secondary framing must be erected, plumbed and squared with bolts tightened according
to accepted building practices.
5. The substructure (eave to ridge) must be on plane (1/4” in 20’ or 3/8” in 40’ tolerance).
6. Vertical-Lok can be erected on various types of construction. However, for the purposes of this manual,
we have assumed that the roof will be installed on a new, pre-engineered metal building.
7. Vertical-Lok roof panels are furnished in 18” widths.
8. It is critical that the purlins or joists at the ridge and endlaps be exactly located as detailed and that they are
straight from rafter to rafter. Any mislocation or bowing of these members can cause the fasteners at the
endlaps or outside closures to foul as the panels expand and contract.
9. Peak purlin spacing - 18” (9” from the centerline of the building).
10. Read recommended installation techniques on pages VL15 - VL17 before proceeding with roof installation.
11. CORLE recommends the use of a screw gun with a speed range of 0-2000 RPM to properly install
all fasteners referenced in this manual. Tools rated to 4000 RPM should never be used for selfdrilling fasteners typically applied with metal building components.
NOTE
It is the responsibility of the erector to install this roof using safe construction practices that are in compliance with OSHA regulations.
CORLE is not responsible for the performance of this roof system if it is not installed in accordance with the instructions shown in this
manual. Deviations from these instructions and details must be approved in writing by CORLE.
CAUTION
Diaphragm capabilities and purlin stability are not provided by CORLE’S Vertical-Lok roof system. Therefore, other bracing may be required.
CAUTION
The minimum recommended slope for the roof system is 1/4 on 12. A slope of less than 1/4 on 12 could cause severe ponding and will
void material warranties.
CAUTION
Application and design details are for illustration purposes only, and may not be appropriate for all environmental conditions or building
designs.Projects should be engineered to conform to applicable building codes, regulations, and accepted industry practices.
CAUTION
Light transmitting panels are not designed or intended to bear the weight of any person walking, stepping, standing or resting on them.
CORLE DISCLAIMS ANY WARRANTY OR REPRESENTATION, EXPRESS OR IMPLIED, that any person can safely walk, step, stand
or rest on or near these light transmitting panels, or that they comply with any OSHA regulations.
July, 2009 - Subject to change without notice.
VL-11
114 Rosemont Lane
Imler, PA 16655
(814) 276-9611
General Information
Vertical-Lok
UNLOADING
RIGHT WAY
Upon receiving material, check shipment against shipping list for shortages
and damages. CORLE will not be responsible for shortages or damages
unless they are noted on the shipping
list.
Each bundle should be lifted at its center of gravity. Where possible, bundles
should remain banded until final placement on roof. If bundles must be
opened, they should be retied before
lifting.
When lifting bundles with a crane, a
spreader bar and nylon straps should
be used. NEVER USE WIRE ROPE
SLINGS. THEY WILL DAMAGE THE
PANELS.
X
WRONG WAY
When lifting bundles with a forklift, forks
must be a minimum of five feet apart.
Do not transport open bundles. Drive
slowly when crossing rough terrain to
prevent panel buckling.
CAUTION
5’ Minimum
RIGHT WAY
Improper unloading and handling of
crates may cause bodily injury or
material damage. The manufacturer is not responsible for bodily
injuries or material damages during unloading and storage.
X
WRONG WAY
VL-12
July, 2009 - Subject to change without notice.
114 Rosemont Lane
Imler, PA 16655
(814) 276-9611
Vertical-Lok
General Information
UNLOADING
(continued)
FULL CRATE
This method is used by Corle Building Systems for all deliveries. 2x4’s are strapped
under the bundles to allow access for straps
for a forklift.
Bundles less than 25’ long may be handled
by a forklift.The forklift should have at least
5’ between forks.
Bundles longer than 25’ should be lifted
using a spreader bar with nylon straps. This
procedure will require an additional packaging charge to be considered at time of
estimating.
July, 2009 - Subject to change without notice.
VL-13
114 Rosemont Lane
Imler, PA 16655
(814) 276-9611
General Information
Vertical-Lok
PANEL
HANDLING & STORAGE
10’ to 12’
10’ to 12’
5’
RIGHT WAY
Standing on one side of the panel, lift it by
the seam. If the panel is over 10’ long, lift it
with two or more people on one side of the
panel to prevent buckling. Do not pick up
panels by the ends.
NOTE
Protective gloves should always be
used while handling panels. OSHA
safety regulations must be followed
at all times.
WRONG WAY
Store bundled sheets off the ground sufficiently high to allow air circulation beneath
bundle and to prevent rising water from
entering bundle. Slightly elevate one end of
bundle. Prevent rain from entering bundle
by covering with tarpaulin, making provision
for air circulation between draped edges of
tarpaulin and the ground. PROLONGED
STORAGE OF SHEETS IN A BUNDLE
IS NOT RECOMMENDED. If conditions
do not permit immediate erection, extra care
should be taken to protect sheets from white
rust or watermarks.
Check to see that moisture has not formed
inside the bundles during shipment. If moisture is present, panels should be uncrated
and wiped dry, then restacked and loosely
covered so that air can circulate between
the panels.
VL-14
July, 2009 - Subject to change without notice.
114 Rosemont Lane
Imler, PA 16655
(814) 276-9611
Vertical-Lok
PANEL CLIP INSTALLATION
Installation
RECOMMENDED
INSTALLATION
TECHNIQUES
POSITION THE CLIP OVER THE MALE LEG OF THE
PANEL AS SHOWN, AND ROTATE CLIP DOWNWARD.
When installing clips, be sure to push them
tight to the panel before installing fasteners. If
you leave a gap between the clip and the
panel, it will affect panel module.
WITH THE UPPER CLIP FIRMLY SEATED, POSITION
THE BASE FIRMLY AGAINST THE PURLIN FLANGE.
1) Install a clip on the male leg of the panel at the
endlap, ridge, or high eave. This should be the
first clip installed as it controls the 18” module
for the remainder of the panel after this clip is
installed, install clips on all remaining purlins.
WHEN PROPERLY POSITIONED, THE VERTICAL LEG
OF THE UPPER SECTION OF THE CLIP WILL BE
POINTED UPWARD, AS SHOWN.
FST#1
TEK1 SCREWS
(2 PER CLIP)
2) As each clip is installed, maintain an 18” module center to center of panel.
3) Do not stand on panel during clip installation
where it will distort the panel and cause it to be
out of module.
Vertical-Lok clips are supplied with factoryapplied mastic. If a clip must be removed from
the panel, check factory mastic - if damaged,
replace with a bead of urethane sealant (not
by Corle Building Systems).
As panels are installed, hand seam at each
clip with hand tool. Panels should be completely seamed with electric seamer as soon
after installation as possible. Refer to pages
VL-8, VL-9 and VL-10 for seaming information.
Never install vent pipes through the panel seam. Always install through
the pan of the panel. If the pipe is too large to allow adequate water
flow down the panel, install the pipe in a roof curb.
July, 2009 - Subject to change without notice.
Before installing clips to second and all following panels, C-clamp the panel seam at
both ends. Long panels may require one or
more C- clamps in the middle. This will help
hold panel module.
VL-15
114 Rosemont Lane
Imler, PA 16655
(814) 276-9611
Installation
Vertical-Lok
PANEL END SEALANT DETAIL AT RIDGE
7” AT RIDGE EAVE
3” AT RIDGE
RIDGE END OR HIGH EAVE
END OF PANEL
MASTIC
PANEL END SEALANT DETAIL AT EAVE
RECOMMENDED
INSTALLATION
TECHNIQUES
(continued)
Seal panel seams at eave and valleys with urethane sealant (not by
Corle Building Systems). Seal panel
seam at ridge by applying a piece of
mastic along the top of the male leg
before the next panel is installed.
Mastic should begin at the upper end
of the peak panel and extend
downslope 7” when using the high
side eave detail on page VL-27. For
all other ridge details, mastic will extend 3” downslope.
VERTICAL-LOK PANEL
URETHANE SEALER
(NOT BY CORLE
BUILDING SYSTEMS)
EAVE END
OF PANEL
1/2”
Before installing clips at second and all following panels, use locking clamps to
hold the panel at each end. Long panels may require one or more clamps in the
middle. This will help hold the panel on module.
VL-16
July, 2009 - Subject to change without notice.
114 Rosemont Lane
Imler, PA 16655
(814) 276-9611
Recommended Installation Techniques
Vertical-Lok
CORRECTING OUT OF PLANE
SUBSTRUCTURE
STEEL
SHIM
CORRECTING OUT OF PLANE SUBSTRUCTURE
Occasionally, a purlin may be encountered that is lower
(out-of-plane) than those adjacent to it. When a clip is
attached to this purlin, it will go down further than those
adjacent to it, distorting the seam. This can cause the
next panel sidelap to be difficult to seam together in
this area. To compensate for this lower purlin, a steel
shim may be placed under the clip to bring it up to the
proper height (in plane). This shim should be no thicker
than 1/4”. If 1/4” is not enough, then structural modification will be necessary.
Avoid “stair-stepping” of the panels at the eave. This
will cause problems engaging back-up plates at the
endlap and ridge.
18"
18”
INCREMENTS
Any “stripped out” fasteners at the endlaps or outside
closures should be immediately replaced with Fastener
#2A. Place a 1” long piece of mastic over the “stripped
out” hole before installing Fastener #2A. This will allow
the fastener threads to be coated with mastic and provide a good seal.
NEVER ALLOW PANELS TO COME INTO CONTACT WITH LEAD, COPPER, GRAPHITE,
GASOLINE, OR HARSH CHEMICALS AS THIS
WILL VOID THE GALVALUME WARRANTY.
PANEL CLIP LOCATION
18"
CHECK ROOF FOR PANEL ALIGNMENT.
18”
Check the roof every three or four runs for panel alignment as it is being erected. This can be accomplished
by two different means.
18"
18”
1) Measure from the rake support to the seam of the
last completed panel run. Take measurements at the
ridge, eave, and all endlaps.
PEAK
PURLIN
18"
18”
INCREMENTS
July, 2009 - Subject to change without notice.
EAVE STRUT
2) Attach a stringline to the eave plate and ridge purlin,
running parallel to the rake support. The stringline
should stay ahead of the work and can be moved
across the roof as construction progresses. Measure
from the stringline back to the last completed panel
run. Take measurements at the ridge, eave, and all
endlaps.
VL-17
114 Rosemont Lane
Imler, PA 16655
(814) 276-9611
Typical Details - Outside Closure
Vertical-Lok
2”
DO
S
WN
LO
PE
FIELD CUT OUTSIDE CLOSURE
BEFORE INSTALLATION (ONE END ONLY)
SD175 SCREW
(6 PER CLOSURE)
FIRST OUTSIDE
CLOSURE
1”x1/8” MASTIC
CONTINUOUS RUN
OVER CLOSURE(S)
*TUBE SEALANT
1”x1/8”
MASTIC
BACK-UP PLATE
*TUBE SEALANT
RAKE SUPPORT
*(Not by Corle Building Systems)
FIELD NOTCH CLOSURE
AROUND PANEL SEAM
NOTES
1. Panels must be seamed before the outside closures are installed.
2. Install mastic across width of panel. The downslope edge of tape sealant should be 2” from end of panel. Begin tape
sealer at top of seam. Roll tape sealer under seam, and continue down seam, across width of panel, up to and across the
top of the adjacent seam. Field cut the end of the outside closure that accepts the seam of the panel.
3. Install first outside closure. Attached to panel with SD175 screws at building peak or high eave, or fastener #14 at hip
condition. Vertical leg of outside closure should be 2” from end of panel.
4. Install mastic across top leg of first outside closure where it laps over seam and continue tape sealer across next panel.
Field cut and install next and all subsequent outside closures.
VL-18
July, 2009 - Subject to change without notice.
114 Rosemont Lane
Imler, PA 16655
(814) 276-9611
Vertical-Lok
RIGID BOARD INSULATION WITH METAL DECK
CROSS SECTION OF RIGID BOARD INSULATION OVER METAL DECK
LOW CLIP ALTERNATE
STANDARD
RIGID BOARD
INSULATION
UTILITY CLIP
RIGID BOARD
INSULATION
3/8” THERMAL
SPACER
BEARING PLATE
VAPOR
BARRIER
FASTENER #15
BEARING PLATE
VAPOR
BARRIER
FASTENER #15
22 GAUGE
1 1/2” DECKING
ISOMETRIC VIEW OF
RIGID BOARD INSULATION
LOW CLIP
22 GAGE
1 1/2” DECKING
VERTICAL-LOK
PANEL
UTILITY CLIP
BEARING PLATE
RIGID BOARD
INSULATION
VAPOR
BARRIER
PURLIN
22 GAGE
1 1/2” DECKING
NOTES
1. Metal deck to be 1 1/2” deep, 22 gage.
2. Rigid board insulation to be minimum of 1” thick.
3. Clips and bearing plates to be installed simultaneously with fastener #15 into the metal deck. Length to be determined
by thickness of insulation plus depth of metal deck. Fasteners should extend a minimum of 1/2”below metal deck.
4. Corle Building Systems recommends the use of 3/8” thermal spacer between clips to reduce the potential for wind
induced panel movement.
5. Rigid board insulation must have a minimum density of 2 PCF.
July, 2009 - Subject to change without notice.
VL-19
114 Rosemont Lane
Imler, PA 16655
(814) 276-9611
Erection Sequence
Vertical-Lok
Step
1
INSULATION TAPE
*DOUBLE FACED
(36" O/C)
INSULATION TAPE (36” O.C.)
RAKE
RAKE SUPPORT
SUPPORTANGLE
ANGLE
TEK1 SCREW (FIXED SYSTEM)
FST# 5 (FLOATING SYSTEM)
TEK1
(24"
O/C)SCREW(FIXED SYSTEM)
RAKE
SUPPORT
FASTENER
#5
TO
RAKE ANGLE
(FLOATING
SYSTEM)
(24” O.C.)
RAKE SUPPORT
TO RAKE ANGLE
FST# 12
FASTENER#12
(2) PER
(2) PER RAKE
RAKE
ANGLE
ANGLE TO
TO EAVE STRUT
EAVE
STRUT
OR PURLIN
OR PURLIN
ANG64
ANG64
RAKE
RAKEANGLE
ANGLE
RAKE SUPPORT
Attach the rake support on top of the rake
angle with the proper self-drilling fasteners
on 2’-0” centers with a fastener in the first
and last prepunched slot. The vertical leg is
to be installed flush with the steel line.
Center fasteners in slots.
IT IS IMPORTANT THAT THE RAKE
SUPPORT IS INSTALLED STRAIGHT
AND SQUARE WITH THE EAVE AS IT
CONTROLS THE ALIGNMENT OF
THE ROOF SYSTEM.
Install 6” long pieces of double-faced tape on
3’-0” centers to the top of the horizontal leg of
the rake support. This will help hold the insulation in place at the rake.
*NOT SUPPLIED BY CORLE BUILDING SYSTEMS
Roll out insulation from eave to peak laying
the side of the insulation on top of rake
support. The first roll should be 3’ wide. This
will keep insulation sidelaps 6” from roof
panel sidelaps (based on 1’-6” wide panels).
CAUTION
(For Floating Systems Only)
It is important that shoulder fasteners are
installed through the CENTER of the
slotted holes of the rake support to allow
for expansion and contraction.
VL-20
July, 2009 - Subject to change without notice.
114 Rosemont Lane
Imler, PA 16655
(814) 276-9611
Erection Sequence
Vertical-Lok
Step
2
RAKE
SUPPORT
RAKE SUPPORT
THERMAL
THERMAL SPACER
SPACER
EAVE PLATE
DOUB
*DOUBLE-FACED
OR SP
TAPE OR SPRAY
ADHESIVE
1"X1/8"
1”
x 1/8”
MASTIC
MASTIC
MINOR RIB
RIB
MINOR
TAPE SEAL
SEAL
TAPE
FST#1
SCREW
(12” O.C.)
EAVE
PLATE
TO
EAVE
STRUT
EAVE
EAVE PLATE
PLATE
SS-BER
SS-BER
BOX EAVE
EAVE TRIM
TRIM
BOX
The eave plate must be flush with the
wall panel and will be attached over
the insulation with FST#1 SCREWS
at each pre-punched slot.
THE FIRST EAVE PLATE WILL
BUTT AGAINST THE VERTICAL
LEG OF
THE RAKE SUPPORT.
Do not install fasteners in eave plate
beyond insulation so next roll can be
installed.
Place mastic across the eave trim,
flush with the outside edge.
THERMAL SPACER FOR THE
HIGH SYSTEM ONLY
* NOY BY CORLE BUILDING SYSTEMS
Position the thermal spacer on top
of the insulation over each purlin
and against the rake support prior
to installing the roof panel.
Using double faced tape or spray
adhesive, adhere the thermal
spacer to the insulation. The thermal spacer increases the insulation
capacity along the purlins.
July, 2009 - Subject to change without notice.
VL-21
114 Rosemont Lane
Imler, PA 16655
(814) 276-9611
Erection Sequence
Vertical-Lok
Step
3
MINOR
RIB TAPE
MINOR RIB
TAPE
MASTIC
MASTIC
FIRST PANEL
Apply minor rib tape sealer to the under-side
of the minor ribs of the panel. Position so that
this tape sealer will cross the mastic on the
eave trim when panel is installed.
Position the panel so that it overhangs the eave
strut by the thickness of the wall covering plus
2”. The upper end of the panel must be 7”
beyond the web of the purlin.
2”
2"
NEL
LLL PA
WWAAL
PANEL
SS
E
N
K
IC
NE
TH
THICK SS
VERTICAL-LOK
VERTICAL-LOK PANEL
PANEL
MASTIC
1"X1/8" TAPE
1” MASTIC
x 1/8”
Place the female lip of the panel over the rake
support. To prevent wind damage, secure the
female lip to the rake support with vise grips
or temporary fasteners. Fasteners must go
through rake support. The panel will not be
fastened permanently to the rake support until the rake trim is installed.
EAVE
EAVE PLATE
PLATE
SD175 SCREW
SD175
SCREW
(6 PER PANEL)
(6 PER PANEL)
BOXEAVE
EAVE
TRIM
BOX
TRIM
WALL
WALL PANEL
PANEL
FST#1
FST#1 SCREW
SCREW
(1'-0" O/C)
(1’-0”
O.C.)
INSULATION
INSULATION
VL-22
July, 2009 - Subject to change without notice.
114 Rosemont Lane
Imler, PA 16655
(814) 276-9611
Erection Sequence
Vertical-Lok
ROOF INSTALLATION
- STEP #3 CONTINUED FIRST PANEL
Step
3
cont.
CAUTION
DO NOT WALK ON MINOR RIBS.
NOTE
ALL PRIMARY AND SECONDARY
FRAMING SHOULD BE ERECTED,
PLUMBED, AND BOLTS TIGHTENED
PRIOR TO SHEETING.
Attach the panel to the eave strut with
SD175 screws. Six fasteners are required
at this location.
NOTE
IT IS ESSENTIAL THAT THE ERECTOR MAINTAIN AN 18” MODULE AT
ALL CLIP LOCATIONS, AS WELL AS
AT THE EAVE.
SD175SCREW
SCREW
SD175
ALL
LOCATIONS
ALL LOCATIONS
1
5
4
6
3
FASTENER SEQUENCE
FIRST RUN EAVE
2
Installing fasteners in proper sequence is
important as it helps maintain panel
module.
CAUTION
Do not, under any circumstance, step on
the panel at the seam or at the panel
ends until the adjacent side, end panels
or eave fasteners are fully attached. The
roof panel may not support the weight of
a person at these locations and could
affect panel module.
CAUTION
To prevent rust, the roof should be swept
clean of any drill shavings at the end of
each day.
July, 2009 - Subject to change without notice.
VL-23
114 Rosemont Lane
Imler, PA 16655
(814) 276-9611
Erection Sequence
Vertical-Lok
Step
4
TRIPLE BEAD
BACKUP
BACKUP
PLATE
PLATE
TRIPLE
MASTICBEAD
TAPE
MASTIC TAPE
BACK-UP PLATE*
This step will occur for a panel endlap or fulllength panel.
PANEL
PANEL
CLIP CLIP
ROOF
ROOF
PANEL
PANEL
(2)
(2) FST#1
TEK1
SCREWS
SCREWS
PURLIN
PURLIN
NOTE
All back-up plates on first panel run will
require field modification to avoid fouling
rake support.
Slide a back-up plate onto end of panel. Make
sure the teeth on top of the back-up plate are
on the top of the panel.
Place triple bead tape or mastic over the enCAUTION
tire width of the panel. Position the mastic
so that the edge is even with the end of the
panel. Install the mastic tape so that it follows
the panel configuration.
MASTIC INSTALLATION
CAUTION
Forcing the mastic back into the corners
will lessen the thickness of the tape sealer
where it is needed most.
RIGHT WAY
WRONG WAY
*Protected by U.S. Patent No. 4,655,020
VL-24
July, 2009 - Subject to change without notice.
114 Rosemont Lane
Imler, PA 16655
(814) 276-9611
Erection Sequence
Vertical-Lok
Step
5
UPPER
UPPER
ROOF
ROOF
PANEL
PANEL
BEAD
TRIPLE
BEAD
C TAPE
MASTIC TAPE
ENDLAP PANEL
BACKUP
BACKUP
PLATE
PLATE
NOTE
Step 5 applies only where more than one
sheet is used in a single slope.
LOWER LOWER
ROOF
ROOF
PANEL PANEL
Position female lip of upper panel over rake
support, while holding male side of panel up
away from the triple bead tape. Install SD175
screws in sequence as shown at 1-1/2” from
the end of the upper panel. This will center
the fastener on the triple bead tape. Fasteners must penetrate through the triple bead
tape.
“LAP”
PURLIN
FASTENER #1E
SD175
SCREW
ALL
LOCATIONS
ALL LOCATIONS
1
5
4
6
FASTENER SEQUENCE
PANEL ENDLAP
July, 2009 - Subject to change without notice.
3
2
To ensure that the male legs do not separate
at the panel endlap, clamp the horizontal
ledge with a locking C-clamp. This will allow
room for the lower panel of the next run to be
installed without removing the clamp.
CAUTION
The roof should be swept clean of any drill
shavings at the end of each day to prevent
rust.
VL-25
114 Rosemont Lane
Imler, PA 16655
(814) 276-9611
Standard Gutter
Vertical-Lok
TRIM DETAILS - STANDARD GUTTER
*3 PER TRIM - TRIM TO EAVE PLATE - INSTALL MASTIC OVER FST#14.
(FST#14 HOLDS TRIM UNTIL ROOF PANEL SCREWS ARE INSTALLED).
**#=ROOF PITCH
SM75 SCREW
SM75 SCREW
(2) PER STRAP
(2) PER STRAP
GUTTER
STRAP
GUTTER
STRAP
(2’-0” O.C.)
(2'-0" O/C)
ROOF
ROOFPANEL
PANEL
SD175
SCREW
SD175
SCRE
(6) PER PANEL
(6) PER PAN
*FST
*FASTENER#14
**VL-G#A
**VL-G#A
GUTTER
GUTTER
SM75 SCREW
(1'-0"SM75
O/C)SCREW
O.C.)
GUTTER(12”
TO
GUTTER
TO
ROOF PANEL
ROOF PANEL
SS-BER
SS-BER
EAVE EAVE
TRIM
TRIM
STRUT
EAVEEAVE
STRUT
NOTES
THE ABOVE GUTTER SHOULD NOT BE USED IN AREAS THAT EXPERIENCE SNOW LOADS OF
10 PSF OR HIGHER. SEE PAGE VL-39 FOR THE GUTTER DETAIL FOR THESE AREAS.
SEE PAGE VL-6 FOR FASTENER SELECTION
VL-26
July, 2009 - Subject to change without notice.
114 Rosemont Lane
Imler, PA 16655
(814) 276-9611
Sculptured Eave
Vertical-Lok
TRIM DETAILS SCULPTURED EAVE
SS-HE
HIGH EAVE TRIM
HIGH EAVE
SM75
SC
SM75 SCREW
(1’-0” O.C.)
EAVE
TR
EAVE TRIM TO CLOSURE
META
METAL OUTSIDE
CLOS CLOSURE
1”x1/8”
1"X1MASTIC
MAS
SCREW
O/C)SM75 SCREW
(1’-0” O.C.)
TRIM TO
EAVE TRIM
PANEL
WALL
WALL
PANEL
TO WALL PANEL
PANEL
OUTSIDE
CLOSURE
OUTSIDE
LOW EAVE
*3 PER TRIM - TRIM TO EAVE PLATE - INSTALL MASTIC OVER FST#14.
(FST#13 HOLDS TRIM UNTIL ROOF PANEL SCREWS ARE INSTALLED).
ROOF
PANEL
ROOF
PANEL
*FST#14
*FASTENER
#14
NOTE
Top leg dimension of
high side eave trim
may have to be increased to accommodate wall panel thickness.
NOTE
This optional scultured
eave trim is available.
However, under certain
conditions, it may induce staining of wall
panels.
July, 2009 - Subject to change without notice.
SS-DLXEB
SS-DLXEB
DELUXE
DELUXE
EAVE
TRIM
EAVE
TRIM
SM75 SCREW
(1'-0" O/C)
SM75 SCREW
EAVE TRIM
(12”
O.C.)PANEL
EAVE TRIM
TO
WALL
TO WALL PANEL
OUTSIDE
OUTSIDE
CLOSURE
CLOSURE
VL-27
114 Rosemont Lane
Imler, PA 16655
(814) 276-9611
Trim Details
Vertical-Lok
MID SLOPED FIXED CONDITION (ENDLAP)
3”
”
1 1/2” 1 1/2
SD175 SCREW
(6 PER ENDLAP)
UPPER
VERTICAL-LOK
PANEL
LOWER
VERTICAL-LOK
PANEL
TRIPLE BEAD
TAPE
STANDARD EAVE PLATE LOW OR HIGH
FST#1 SCREWS
(1’-0” OC)
NOTES
1. This special detail is for use when a panel run exceeds the thermal movement capabilities of the panel clip.
2. A positive panel attachment is made at the mid-point in the panel run allowing for thermal movement to the eave
and ridge.
3. The standard floating ridge condition must be used in conjunction with this special eave detail.
4. The Floating Eave Plate must be used to allow for panel movement at the eave.
5. Floating clips have a maximum movement of 1” in each direction. Articulating clips have a maximum movement
of 1 1/4” in each direction. Thermal calculations must be performed for each project to ensure that the thermal
movement of the roof will not exceed the design of the clips and 2” slot in the special eave plate.
VL-28
July, 2009 - Subject to change without notice.
114 Rosemont Lane
Imler, PA 16655
(814) 276-9611
Trim Details
Vertical-Lok
RIDGE CAP TRIM
OUTSIDE
CLOSURE
SM75 SCREW (0’-6” O.C.)
RIDGE CAP TO
OUTSIDE CLOSURE
*SSRC#
*SSRC#
RIDGE
CAP
RIDGE
SD175SD175SCREW
SCREW
5 PER 5PANEL
PER PANEL
1"X1/8"
1”x1/8”
MASTIC
MASTIC
TAPE
TAPE
* # = ROOF PITCH
NOTES
1. INSTALL THE RIDGE FLASHING STARTING
AND ENDING 2-1/2” OUTSIDE THE STEEL
LINE.
SM75 SCREW
(6) PER CLOSURE)
1”x1/8” MASTIC
RIDGE FLASHING
RIDGE END CAP
2. LEAVE 6” UNFASTENED ON EACH END TO
ALLOW THE RAKE TRIM TO BE INSTALLED
LATER.
3. DO NOT INSTALL THE SM75 SCREWS FOR
THE RIDGE CAP THROUGH THE LOCK OF THE
STANDING SEAM ROOF.
SM75 SCREW (2) PER SIDE
RIDGE FLASHING
1”x1/8” MASTIC
RAKE TRIM
TUBE SEALANT
(NOT BY CORLE)
SS-REC
RIDGE END CAP
RAKE TRIM
July, 2009 - Subject to change without notice.
VL-29
114 Rosemont Lane
Imler, PA 16655
(814) 276-9611
Trim Details
Vertical-Lok
RAKE TRIM (ROOF SURFACES </= 90’ 0 EAVE TO PEAK)
SS-R1
SS-R1
RAKE TRIM
TRIM
RAKE
ROOF
ROOF PANEL
PANEL
SD175 SCREW
(2'-0" O/C)
RAKE TRIM TO
SD175 SCREW
O.C.)
ROOF(2’-0”
PANEL
RAKE TRIM TO ROOF PANEL
1"X1/8"
MASTIC
1”x1/8”
TAPE
MASTIC TAPE
RAKE
RAKE ANGLE
ANGLE
RAKE
SUPPORT
RAKE SUPPORT
ANGLE
ANGLE
SM75 SCREW
SM75
SCREW
(1'-0"O.C.)
O/C) RAKE TRIM TO WALL PANEL
(12”
WALL
RAKE TRIM TO
WALL PANEL
WALLPANEL
PANEL
OUTSIDE CLOSURE
OUTSIDE
(OPTIONAL)CLOSURE
RAKE SLIDE (FOR GREATER THAN 90’ WIDE EAVE TO PEAK)
1”x1/8”
1"X1/8"
MASTIC
MASTIC
SM75 SCREW
SM75 SCREW
(0’-6”
(0'-6"
O/C) O.C.)
SD175 SCREW
(1'-0" O/C)
SD175 SCREW
TERMINATION
TRIM
ROOF PANEL
(12’ O.C.)TO
TERMINATION
SS-TM
SS-TM
TERMINATION TRIM
TERMINAT
SS-R1
RAKE TRIM
TRIM TO ROOF PANEL
1"X1/8"
1”x1/8”
MASTIC
MASTIC
PANEL
PANEL
CLIP
CLIP
SM75 SCREW
(1'-0" O/C)
SS-RS
RAKE SLIDE
RAKE
SUPPORT
RAKE
ANGLE
RAKE SLIDE
(FOR FLOATING SYSTEMS ONLY)
SUPPORT
ANGLE
SM75 SCREW
VL-30
July, 2009 - Subject to change without notice.
114 Rosemont Lane
Imler, PA 16655
(814) 276-9611
Trim Details
Vertical-Lok
TRIM DETAILS - RAKE EXTENSION
RAKE CHANNEL
SS-R2
RAKE TRIM
RAKE TRIM
SD175 SCREW
(1'-0" O/C)
RAKE TRIM TO
RAKE CHANNEL
SD175 SCREW
(1’-0” O.C.)
RAKE TRIM TO
RAKE CHANNEL
CREWS
PURLIN
TEK1 SCREWS
(2) PER PURLIN
ND BOTTOM)
(TOP AND BOTTOM)
IEOC
IEOC
PURLIN COVER
PURLIN
COVER
SOFFIT
SOFFIT
PANEL
PANEL
July, 2009 - Subject to change without notice.
SM75 SCREW
(1'-0" O/C)
PURLIN COVER
SM75 SCREW
(1’-0” O.C.)
PURLIN COVER
TO SOFFIT PANEL
VL-31
114 Rosemont Lane
Imler, PA 16655
(814) 276-9611
Trim Details
Vertical-Lok
TRIM DETAILS - PARALLEL TRANSITIONS
FLOATING-ON MODULE
ROOF TO ADJACENT BUILDING
PARAPET TO ROOF
FACADE TO ROOF
GABLE CANOPY TO ROOF
(STARTING)
FIELD MODIFY
PANEL
(ENDING)
FASTENER #14 (POP RIVET)
(0’-6” O.C.)
PARAPET / FACADE WALL
OR ADJACENT BUILDING
SD175 SCREW (0’-6” O.C.)
INSIDE CLOSURE
SS-FLON
SS-PRC
1”x1/8”
MASTIC
VERICAL-LOK PANEL
PARAPET / FACADE WALL
OR ADJACENT BUILDING
SD175 SCREW (0’-6” O.C.)
INSIDE CLOSURE
VL-FLONF
VERICAL-LOK PANEL
6x4 ANGLE
(6” LEG UP)
6x4 ANGLE
(6” LEG UP)
LOW/HIGH RAKE
SUPPORT ANGLE
LOW/HIGH RAKE
SUPPORT ANGLE
FASTENER #5
(2’-0” O.C.)
FASTENER #12
(2 PER PURLIN)
PURLIN
FASTENER #12
(2 PER PURLIN)
FASTENER #5
(2’-0” O.C.)
PURLIN
FLOATING-OFF MODULE
(ENDING)
(ENDING)
(STARTING)
(STARTING)
FIELD MODIFY PANEL
PARAPET / FACADE WALL
OR ADJACENT BUILDING
1”x1/8” MASTIC
1”x1/8” MASTIC
PARAPET / FACADE WALL
OR ADJACENT BUILDING
SD175 SCREW
SD175 SCREW
(0’-6” O.C.)
(0’-6” O.C.)
INSIDE CLOSURE
INSIDE CLOSURE
*SS-FLOF #
*SS-FLOF #
SS-PRC
SS-PRC
SD175 SCREW
VERTICAL-LOK
PANEL
(2’-0” O.C.)
LOW/HIGH RAKE
SUPPORT ANGLE
6x4 ANGLE
(6” LEG UP)
FASTENER #12
(2) PER PURLIN
VERTICAL-LOK
PANEL
FASTENER #5
(2’-0” O.C.)
PURLIN
FASTENER #5
(2’-0” O.C.)
6x4 ANGLE
(6” LEG UP)
LOW/HIGH RAKE
SUPPORT ANGLE
FASTENER #12
(2) PER PURLIN
PURLIN
PANEL START DIMENSION
PANEL START DIMENSION
* # = PANEL START DIMENSIONS IN INCHES
VL-32
July, 2009 - Subject to change without notice.
114 Rosemont Lane
Imler, PA 16655
(814) 276-9611
Trim Details
Vertical-Lok
ROOF TO ADJACENT BUILDING
PARAPET TO ROOF
FACADE TO ROOF
GABLE CANOPY TO ROOF
PARALLEL TRANSITIONS
FIXED ON MODULE
(STARTING)
(ENDING)
1”x1/8”
MASTIC
FIELD MODIFY
PANEL
FIELD MODIFY
PANEL
PARAPET / FACADE WALL
OR ADJACENT BUILDING
PARAPET / FACADE WALL
OR ADJACENT BUILDING
SD175 SCREW (0’-6” O.C.)
SD175 SCREW (0’-6” O.C.)
INSIDE CLOSURE
SS-FXON
SD175 SCREW
(1’-0” O.C.)
VERICAL-LOK PANEL
INSIDE CLOSURE
SS-FXON
SD175 SCREW (1’-0” O.C.)
VERICAL-LOK PANEL
6x4 ANGLE
(6” LEG UP)
6x4 ANGLE
(6” LEG UP)
LOW/HIGH RAKE
SUPPORT ANGLE
FASTENER #5
(2’-0” O.C.)
1”x1/8”
MASTIC
LOW/HIGH RAKE
SUPPORT ANGLE
FASTENER #12
(2 PER PURLIN)
PURLIN
FASTENER #12
(2 PER PURLIN)
FASTENER #5
(2’-0” O.C.)
PURLIN
FIXED OFF MODULE
(STARTING)
(ENDING)
PARAPET / FACADE WALL
OR ADJACENT BUILDING
SD175 SCREW
(0’-6” O.C.)
1”x1/8” MASTIC
INSIDE CLOSURE
SD175 SCREW
(2’-0” O.C.)
*VL-FXOF#
PARAPET / FACADE WALL
OR ADJACENT BUILDING
SD175 SCREW
(0’-6” O.C.)
INSIDE CLOSURE
SD175 SCREW
(2’-0” O.C.)
*VL-FXOF#
LOW/HIGH RAKE
SUPPORT ANGLE
6x4 ANGLE
(6” LEG UP)
FASTENER #12
(2) PER PURLIN
VERTICAL-LOK
PANEL
FASTENER #5
(2’-0” O.C.)
PURLIN
VERTICAL-LOK
PANEL
FASTENER #5
(2’-0” O.C.)
1”x1/8”
MASTIC
6x4 ANGLE
(6” LEG UP)
LOW/HIGH RAKE
SUPPORT ANGLE
FASTENER #12
(2) PER PURLIN
PURLIN
PANEL START DIMENSION
PANEL START DIMENSION
* # = PANEL START DIMENSIONS IN INCHES
July, 2009 - Subject to change without notice.
VL-33
114 Rosemont Lane
Imler, PA 16655
(814) 276-9611
Trim Details
Vertical-Lok
LEAN-TO CONNECTION
SINGLE SLOPE CANOPY CONNECTION
FACADE TO ROOF
PARAPET TO ROOF
INSIDE
INSIDECLOSURE
CLOSURE
PERPENDICULAR TRANSITIONS
SD175 SCREW
SD175 SCREW
(0’-6” O.C.) WALL PANEL
(0'-6"
O/C) ANGLE
TO
TRANSITION
WALL PANEL TO
TRANSITION ANGLE
S-PT
WALL
PANEL
WALL
SS-PTRANSITION
TRANSITION TRIM
TRIM
PANEL
ANG64
TRANSITION
ANGLE ANGLE
ANG64 TRANSITION
SM75 SCREW
SM75 SCREW
(0’-6” O.C)
(0'-6" O/C)
TRANSITION
TOTRANSITION
ROOF PANEL
EW
TRIM TO
ROOF PANEL
TEK 1 SCREW
N ANGLE
(1’-0” O.C.)
TION GIRT
TRANSITION ANGLE TO
TRANSITION GIRT
N
TRANSITION
GIRT
L
*IEF5B
WALL PANEL
CAP TRIM
ROOF
ROOF
PANEL
PANEL
3-1/2” (LOW SYSTEM)
4” (HIGH SYSTEM)
OUTSIDE
OUTSIDE
CLOSURE
CLOSURE
MASTIC
MASTIC
TAPE
TAPE
O
SD175 SCREW
RT
(0’-6” O.C.) WALL
PANEL
TO TRANSITION GIRT
VL-34
WALL
WALL
PANEL
PANEL
*NOT SUPPLIED ON CANOPIES WITH SOFFIT.
July, 2009 - Subject to change without notice.
114 Rosemont Lane
Imler, PA 16655
(814) 276-9611
Trim Details
Vertical-Lok
TRIM DETAILS - HIP
7”
TEK1 SCREW
(1’-0” O.C.)
2”
SM75 SCREW (0’-6” O.C.)
URETHANE SEALANT AT “Z” CLOSURE BEVEL CUTS
(NOT BY CORLE BUILDING SYSTEMS)
2”
+/-
HIPCAP
HIP ROOF FLASHING
1”x1/8”
MASTIC
1”x1/8” MASTIC
“Z” CLOSURE
(FIELD CUT TO LENGTH)
(BEVEL CUT TO FIT PANEL)
VERTICAL-LOK
PANEL
FASTENER #5
(1’-0” O.C.)
PURLIN
EAVE PLATE
FASTENER #12
(2 PER PURLIN)
MIN. 16GA HIP SUPPORT PLATE
(FIELD NOTCH AT PURLINS)
PURLIN
SM75 SCREW
(0’-6” O.C.)
HIP CAP
HIP FLASHING
VERTICAL-LOK PANEL
URETHANE SEALANT
APPLY AT “Z” CLOSURE BEVEL CUTS
(NOT BY CORLE BUILDING SYSTEMS)
1”x1/8” MASTIC
“Z” CLOSURE (FIELD CUT TO LENGTH)
(BEVEL CUT TO FIT PANEL)
TEK1 SCREW (1’-0” O.C.)
1”x1/8” MASTIC
FASTENER #12
(2 PER PURLIN)
FASTENER #5
(1’-0” O.C.)
PURLIN
EAVE PLATE
July, 2009 - Subject to change without notice.
HIP SUPPORT PLATE
(FIELD NOTCH “LEGS” AT PURLINS)
VL-35
114 Rosemont Lane
Imler, PA 16655
(814) 276-9611
Trim Details
Vertical-Lok
TRIM DETAILS - VALLEY
SD175 SCREW
(6) PER PANEL
VERTICAL-LOK PANEL
1”x 1/8”
MASTIC
3
”
R4
O
”
3/4
EM
ST )
SY TEM
OW SYS
” (L
3/8 HIGH
(
1”
TRIPLE BEAD
MASTIC TAPE
FASTENER #12
(2) PER PURLIN
PURLIN
VALLEY SUPPORT PLATE
VALLEY TRIM
NOTE
LOW SYSTEM
9” VALLEY DIMENSION MUST BE USED
IN LOW SLOPE CONDITIONS IN VALLEYS
LONGER THAN 30’-0”
1”x1/8” MASTIC
VALLEY TRIM
PRECUT MINOR RIB
TAPE SEALER
TRIPLE BEAD TAPE
VL-36
July, 2009 - Subject to change without notice.
114 Rosemont Lane
Imler, PA 16655
(814) 276-9611
Field Hemming Panel End
Vertical-Lok
VERTICAL-LOK PANEL
PANEL HEMMING TOOL
NOTCHING PANEL END
FIELD NOTCH
1 1/2”
PANEL
VERTICAL-LOK PANEL
FORMING
OPEN HEM
PANEL
HEMMING
TOOL
PANEL
HEMMING
TOOL
ENGAGING HEMMING TOOL
NOTES
1. FIELD NOTCH MALE AND FEMALE LEGS
OF PANEL 1 1/2”.
2. ENGAGE PANEL HEMMING TOOL ONTO
PROTRUDING PAN OF PANEL.
3. BEND PAN OF PANEL DOWN TO FORM
AND OPEN HEM.
4. HEM MAY BE TIGHTENED WITH PAIR OF
VISE GRIP “DUCK BILLS”.
5. PANEL ENGAGEMENT SHOWN ABOVE IS
FOR PANEL RUNS UP TO 100’ LONG.
July, 2009 - Subject to change without notice.
1-1/2”
OFFSET
CLEAT
1/2”
1”
PANEL
ENGAGEMENT
1/2”
1-1/2”
VL-37
114 Rosemont Lane
Imler, PA 16655
(814) 276-9611
Snow Gutter Installation
Vertical-Lok
SNOW GUTTER INSTALLATION
*3 PER TRIM - TRIM TO EAVE PLATE - INSTALL MASTIC OVER FST#14.
(FST#14 HOLDS TRIM UNTIL ROOF PANEL SCREWS ARE INSTALLED)
ROOF PANEL
SD175
SCREW
(6) PER PANEL
SD175
SCREW
(6) PER PANEL
SNOW
GUTTERGUTT
STRAP
SNOW
(24” O.C.)
(24" O/C)
MASTIC
TAPE
MAST
TAPE
*FASTENER #14
W SNOW GUTTER
TER
SCREW
175 SCREW SD175
(2) PER STRAP
PER STRAP
SCREW
SM75 SCREWSM175
(2 PER PANEL)
(2 PER PANEL) GUTTER TO
SS-BER
EAVE TRIM
ROOF PANEL
NOTES
1. USE MINOR RIB TAPE SEALER TO FILL VOIDS IN PANEL AT MINOR RIBS AS SHOWN ON PAGE VL-21.
2. ATTACH PANEL TO EAVE PLATE WITH SD175 SCREWS. USE 6 SCREWS PER PANEL.
3. ATTACH BACK LEG OF GUTTER TO ROOF PANEL WITH SM75 SCREWS
4. INSTALL GUTTER STRAP(S) 2’-0” O.C. USE (2) SD175 SCREWS PER STRAP.
5. THIS SYSTEM ALLOWS FOR THE ROOF OR WALL TO BE INSTALLED FIRST.
6. INSTALL THE SD175 SCREW THROUGH THE HOLE IN THE GUTTER STRAP THAT IS OVER THE EAVE PLATE.
VL-38
July, 2009 - Subject to change without notice.
Notes:
TM
Corle Building Systems
114 Rosemont Lane
Imler, PA 16655
Phone: 814-276-9611 - Fax: 814-276-3307
www.corle.com