erection & detail manual - ias ac472 and csa-a660 steel …corle.com/erection_manual.pdf ·...

ERECTION & DETAILMANUAL

December 2015

IMPORTANT NOTICERead this manual completely prior to beginning the building erection process.If Corle details are not followed, all warranties will be void.

Descriptions and specifications contained herein were in effect at the time this publication was approved for printing. In a continuingeffort to refine and improve products, CORLE reserves the right to discontinue products at any time or change specifications and/ordesigns without incurring obligation. To insure you have the latest information available, please inquire or visit our web siteat www.corle.com. Application details are for illustration purposes only and may not be appropriate for all environmental condi-tions, building designs, or panel profiles. Projects should be engineered to conform to applicable building codes, regulations,andaccepted industry practices. For clarity, insulation is not shown in these details.

CAUTION!Exercise extreme caution when walking on unsecured panels; panelsmay have reduced load capacities until installation is complete.

Material may be slippery, resulting from, but not limited to wet condi-tions. Use extreme caution when walking, sitting, standing or kneelingon 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 bodilyinjury or material damage. Multiple lift points may be required.

Use extreme care in the operation of power lifting devices such as cranesand forklifts and follow the safety instructions provided by their manu-facturer.

ALL OSHA REQUIREMENTS & REGULATIONS MUST BEFOLLOWED WHEN USING MATERIAL

For further information, please contact OSHA:U.S. Department of Labor

Occupational Safety and Health Administration (OSHA)200 Constitution Avenue, N.W.

Washington, D.C. 20210www.osha.gov

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.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-siteplacement.

Always wear appropriate safety gloves, eye protection and apparel when installing panels.

If there is a conflict between project erection drawings provided or approved byCorle and details in this manual, project erection drawings will take precedence.

INTRODUCTION

This manual, and the guidelines set forth by the MBMA manual, the “Com-mon Industry Practices”, plus the erection drawings sent for your individual build-ing project, will provide you with guidelines needed to familiarize yourself with thestandard erection and detail conditions.

The erection drawings for your building coincide directly with this erectionmanual. It is important to read and study both the erection drawings and the erec-tion manual prior to assembly of your building.

Fab Tech, Inc. DBA Corle Building Systems, does not guarantee nor shallCorle Building Systems be held liable for the quality of erection, or assume theresponsibility for building defects due to improper erection techniques or negli-gence of other parties. Due to continuing research and product development, CorleBuilding Systems reserves the right to change its products and/or procedures atany time.

As noted in the MBMA manual, one must consider that minor problems are apart of the erection process. At Corle Building Systems, we make every effort toensure that the erection process runs as smoothly as possible. However, if anunforeseen problem should arise, please contact our customer service depart-ment BEFORE making an adjustment. This way, we can correctly resolve thematter together and in a timely manner.

Corle Building Systems404 Sarah Furnace Road

Imler, PA 16655

Phone: 814-276-9611FAX: 814-276-3307

Web: www.corle.comEmail: [email protected]

How to Read Erection Drawings 6-7Handling / Storage 8Foundation Squaring Methods 9Erection Procedures 10-13Typical Framing Systems 14

Fasteners 15Cable Bracing | Flange Braces 16-17

FRAMINGEndwall Column Connections 18-19Purlin Connections 20-21Eave Strut Connections 22-23Girt Connections 24Door Jamb Connections 25-28Lean-To Girt Connections 29Portal Frame Connections 30SHEETINGGeneral 31Installation Sequence 32-33Roof Fasteners / Standard Endlap 34Other Endlaps 35“R” Panel Fasteners 36-37“A” Panel Fasteners 38-39“RR” Panel Fasteners 40-41TRIMBase Trim 42Low Eave Trim 43-44Gutter / Downspout 45-47High Eave 48Open Eave (No Gutter) 49Rake Trim 50-52Corner Box 53-56Ridge Cap End Closure 57Corner Trim 58Ridge Cap 59-60Door / Window Trim 61Transition Trim 62-63Liner Panel Fasteners and Trims 64-72ROOF EXTENSIONSFraming Connections 73-77Trims and Soffit Panels 78-82

Facade Trims And Sheeting 83-84Hip Framing and Trim 85Valley Connections 86-90Partition Wall Connections and Trim 91-95Box Gutter 96

GLOSSARY OF TERMS 97-100

STANDARDDETAILS

SPECIALCONDITIONS

COMPONENTS

GENERAL

Page

Table of Contents

Roof, Sidewall, and Endwall Framing Plans

HOW TO READ YOUR ERECTION DRAWINGS

Anchor Bolt Plan

Anchor Bolts & ReactionsThe first page is an overview of your anchor bolt placement. On the second page of the anchor bolt plan, youwill find the mainframe and endwall column reactions of your building. Reactions for special conditions suchas mezzanines, facades, cranes, canopies, portal frame columns and wind columns will also be found here.Below the reactions, you will find the anchor bolt information: quantity and diameter. The elevation of youranchor bolts will also be listed.

Anchor Bolt and Base Plate DetailsThe baseplate / anchor bolt details will be found at the top of the third page. The details show the distancefrom the steel line to the centerline of the anchor bolts. Base plate sizes are listed in inches in the same detail.Lettered base plates on Page 1 correspond directly with the lettered details on Page 3.

Before you review your drawings and proceed with building erection,please read the “SPECIFICATIONS PAGE” which is included withyour drawings package.

NOTICE:

Purlins, Eave Struts, Girts & CablesThis layout shows the parts used in each bay. The members are labeled with a part mark. For example:girts=G-1, cables=CB-1, purlins=P-1, eave struts=E-1, above the parts. Purlins are usually called outonce per bay and labeled (TYP). On the right hand side of the page you will find the parts information:quantity, part mark, description of material, and length. Details for various connections are called out(ex:U3). The details can be found on the detail page of your drawings and in this manual.

LapThe lap dimensions are called out below the framing layout at each frameline. The lap dimension is thedistance from the centerline of the frame to the end of the purlin or girt.

Framed OpeningsIf factory located, the exact parts and location will be shown and dimensioned on the drawing. Inaddition, the framing connections will be labeled for reference on the detail pages of the drawing setand in this manual. If field located, the openings are to be field cut and fastened and will be shown onthe drawing in an appropriate location.

Subject to change without notice. 6 December 2015

HOW TO READ YOUR ERECTION DRAWINGS

Sheeting and Trim LayoutThe sidewall and endwall framing / sheeting drawings show the location and length of the wall panels.Roof sheeting lengths can be found on the building cross section. Roof sheeting lengths (and quantities)are also shown on the roof framing layout. The trim is shown in its corresponding position (Example:IEF5B or SS-BE which are eave trims, would be shown directly above the top of the wall panels.) Eave,gutter, downspouts, base and corner trims are shown on the sidewall drawings. Rake and base trims areshown on the endwall drawings. Ridge cap is shown on the roof drawing. Door, window and transitiontrims, etc., are shown on the drawings as appropriate. Detailed instructions of trim installation can befound in this manual.

Rigid Frame Cross SectionRoof PitchThe roof pitch is found on the left-hand side of the drawing, adjacent to the sidewall frameline callout.

DimensionsThe rigid frame member dimensions are shown in a table in the upper right-hand corner of the drawings. Haunchclear height is shown from the finished floor to the bottom of the rafter. Rafter clear height is also shown at thepeak of the building. Interior column length (clear height) is shown at each column. Purlin and girt spacing is alsoshown.

BoltsAt each connection, the quantity and size of the bolts that are to be used are indicated with a splice connectionnumber (ex: Sp-1). The connection number refers to the splice table at the top left corner of the page.

Flange BracesLocation of the rigid frame flange bracing (ex: FB1A) can be found on the drawing directly above or beside theappropriate purlin or girt. Unless noted in parenthesis, the flange braces are to be located on both sides of themember.

Roof, Sidewall, and Endwall Framing Plans (continued)

Before you review your drawings and proceed with building erection,please read the “SPECIFICATIONS PAGE” which is included withyour drawings package.

NOTICE:


2 SLOPE FOR DRAINAGE3 USE SPACERS

AIR CIRCULATION

5 TIE DOWN- LEAVE BOTTOM OPEN

1 BLOCK ABOVE GROUND

4 COVER WITH TARP OR PLASTIC

7'- 9" MAX.SPACING

AIR CIRCULATION

GENERAL Handling / Storage

When fabrication is complete, shipment is made to the building site. All building components are carefully bundled,packaged and inspected to prevent damage during transportation.

When the shipment arrives at the building site, check each item against the proper shipping documents. If a shortage ordamage is discovered, have the carrier note the discrepancies on your invoice.

In case of shortage or damage, please refer to specification page of erection drawings for guidelines.

As the building is unloaded, it should be placed in and around the building site near the location where it is to be utilized.While each job will vary according to size and site conditions, an arrangement which offers convenience and accessibilityduring assembly should be utilized.

Rigid frame columns should be placed in a position for convenient assembly. Roof beams should be stacked for conve-nient subassembly and ease of accessibility for setting.

Girts, purlins, eave members and braces are divided and located according to the requirements of each bay. Nested partsshould be separated and blocked. Endwalls should be located at each end of the building.

Small components (nuts and bolts, clips, fasteners, etc.) should be assembled in a given area and convenient to all partsof the building.

Roof and wall panels, and components which will not be used in the initial stage of erection, should be placed to theoutside on wood and covered for protection from the weather.

Recommended Job Site Storage/Sheeting Protection

UNLOADING AND MATERIAL LAYOUT

ARRIVAL AT THE BUILDING SITE

Block above ground to prevent contact withdamp soil or water.

1.

2.

3.

4.

5. Tie down ends away from stack of materials.Ensure free air movement between all panelsduring the storage period. Do not wrap underthe stack of materials as air movement will berestricted.

Cover the materials with a tarp or plastic to pro-tect from moisture.

Stack all sheeting with spacers between bundles.

Slope all bundles for proper drainage.

NOTE:It is recommended that the bundles be opened and dried before use. Spring and Fall are the most likely times for white rust and othermoisture related problems to occur. Although moisture may not be readily apparent, condensation may have resulted from moisture ladenhumid air. Wicking of moisture in these atmospheric conditions can occur, causing deterioration of the metal. Ensure that structuralmembers are protected during storage. Their primered surface is not intended for exposure to the elements, and water should never beallowed to stand on member surfaces. Corle Building Systems will not be responsible for site-related storage problems.


GENERAL Foundation Squaring Methods

TRANSIT ORTOTAL STATIONMETHODLocate instrument exactly over cornerintersection point of layout line.

Sight along one reference line. Swinginstrument through 90 degrees toestablish adjacent reference line.

For accurate results, instrument mustbe exactly level and in perfect workingorder.

NOTE:An anchor bolt layout is provided withevery building that specifies exact boltlocations. Consult your local engineerfor specific foundation questions.

1.

2.

3.90°

A

B

DIAGONAL METHODAdjust the foundation layout untildimensions A & B are equal in length.

Recheck the layout for correct buildinglength and width per building drawings.

NOTE:Use a transit or laser level to set the topelevation of all batter boards at thesame exact elevation.

1.

2.


GENERAL Erection Procedures

TEMPORARY BRACINGPER BUILDING FRAMEREQUIREMENTS

Raise the first rafter beam and haunch sec-tion into place. All high strength bolts are tobe tightened before raising.

Pre-assemble only the rafters that cansafely be lifted into position.

Hold in place until this section is secured tocolumns and temporary braces are tied offto hold frame in place.

1.

2.

STEP TWO:2.

TEMPORARY BRACINGPER BUILDING FRAMEREQUIREMENTS

TEMPORARYBRACING

NOTE:It is the responsibility of the erector to provide adequate temporary bracing per building framerequirements. Temporary bracing shall remain in place until sheeting has been installed. Re-move temporary bracing after sheeting is in place.

Stand columns and attach girts. Check an-chor bolt plan and erection drawings for spe-cial conditions.

After placing all girts and eave struts, theamount of temporary bracing required to se-cure columns shall be determined by theerector.

1.

2.

1. STEP ONE:

TEMPORARYBRACING

Plan to erect a braced bay first.

Refer to the glossary section of thismanual for “turn-of-nut” method of tight-ening bolts. This method only applies tohigh strength bolts A325 and A490. A307bolts only need to be snug tight.

Assemble in place as many clips andflange braces as possible before raisingframe to reduce in-the-air erection time.

It is the responsibility of the erector toprovide temporary erection bracing un-til the structure is completely sheeted.

1.

2.

3.

4.

NOTE:



Bolt in place all remaining members ofthe braced bay.

If required on erection drawings andsupplied by Corle Building Systems, in-stall flange braces and cable bracing.Continue to use temporary bracing.

Square and plumb braced bay. If cablebracing is not required by Corle Build-ing Systems, continue to use tempo-rary bracing.

1.

2.

4.

3.

STEP FOUR:

TEMPORARY BRACING

Raise second haunch and rafter beamframe section.

Hold in place until this section is boltedto columns and purlins have been at-tached.

1.

2.

3.

Note:It is the responsibility of the erector toprovide adequate temporary bracing.

STEP THREE:

TEMPORARY BRACING

404 Sarah Furnace Road Imler, PA 16655 (814) 276-9611www.corle.com

Subject to change without notice. December 201511


STEP FIVE:5.

1.

2.

3.

4.

5.

Locate transit as shown. (In this particular case, slightly to the left of the first rigid frame)

Ensure that the transit is perfectly level.

Rotate transit until the same exact tape reading is obtained at points A & B (base of column at outsideflange. See detail A).

Lock horizontal rotation of transit.

Adjust cable bracing until the tape reading at points A & B is obtained at all points indicated on theillustration at the left. Take all readings from outside edge of flange (adjust for varying flange widths).

READ WITH

TRANSIT

DETAIL A

A

ORARY BRACINGTEMPORARYBRACING

READWITH

TRANSIT




TEMPORARY BRACING

AL IN EACH ALL

Note that after the comple-tion of all secondary framingin one end bay, installationof the wall and roof insula-tions and attachment of walland roof panels may beginin conjunction with thecompletion of the gray steel.

Complete the erection of all struc-tural steel components.

1.

7. STEP SEVEN:

TYPICAL INEACH ENDWALL

TEMPORARY BRACING

TEMPORARY BRACING

TYPICAL IN EACH ENDWALL

NOTE: It is the responsibility of the erector to provide adequate temporary bracing per building framerequirements. Temporary bracing shall remain in place until sheeting has been installed. Removetemporary bracing after sheeting is in place.

Note: Post and beamendwalls must be temporarybraced laterally until endwallsheeting is in place. Re-move temporary bracingonly after sheeting has beeninstalled.

Proceed with the erection of theremaining frames and post andbeam endwalls.

1.

6. STEP SIX:

TYPICAL INEACH ENDWALL

TEMPORARY BRACING



GENERAL Typical Framing Systems

AB

C D

E

F

GH

I

J

K LM

NO

P

Q

RS

TU

VF

R

W X

Y

Y

Y

ZFRONT SIDEWALLLEFT ENDWALL

ENDWALL RAFTERRAKE ANGLEEAVE HEIGHTGIRT ELEVATIONS1’ - 2” SETBACK WORKS UP TO 12” GIRTS WITHMAXIMUM ENDWALL CORNER COLUMN FLANGE OF 4”ENDWALL CORNER BAYINTERIOR ENDWALL BAYBUILDING WIDTH FROM STEEL LINE TO STEEL LINE(OUTSIDE OF GIRT TO OUTSIDE OF GIRT).ENDWALL GIRT - BLOCK GIRTS INTO LEVEL POSITION(IF REQUIRED) UNTIL SHEETING IS INSTALLED.INTERIOR COLUMNPURLINCABLE BRACING (ROOF)PURLIN CLIP SPACING

EAVE STRUTSIDEWALL GIRT - BLOCK GIRTS INTOLEVEL POSITION (IF REQUIRED) UNTILSHEETING IS INSTALLED.SIDEWALL COLUMNBASE ANGLESIDEWALL CABLE BRACINGWINDOW FRAMINGPREMIUM DOOROVERHEAD DOOR FRAMINGDOOR JAMBSCORNER COLUMNSIDEWALL END BAYINTERIOR SIDEWALL BAYBUILDING LENGTH FROM STEEL LINE TOSTEEL LINE (OUTSIDE OF GIRT TOOUTSIDE OF GIRT).

A =B =C =D =E =

F =G =H =

I =

J =K =L =

M =

N =O =

P =Q =R =S =T =U =V =

W =X =Y =Z =



COMPONENTS Fasteners

READING BOLT CALLOUTS

H

M

GRADE OF BOLT

A325

A307

ASTM DESIGNATION

H50X100

GRADE OF BOLT

}}

DIAMETER OF BOLT

}

LENGTH OF BOLT

HEX-HEAD SD WITHSEALING WASHERAPPLICATIONS: Panelto secondary framingfastening, and trim tosecondary framing fas-tening.

SD150Length: 1-1/2”

HEX-HEAD SM WITH SEAL-ING WASHER APPLICA-TIONS: Panel to panel stitchfastening, and trim-to-trim ortrim-to-panel fastening.

FST#4Length: 3/4”

FASTENER #12Length: 1”

Valley pan to purlin(s) and hipsupport plate to purlin(s).

TEK 5 SDLength: 1 1/4”

Note: Use TEK 5 to fasten clipsand angles to structural mem-bers, up to 1/2” thick.

TEK 1 SDLength: 1”

Note: Use TEK 1 to fasten the following:1. Angle 64 to girts or purlins.2. Banding to purlins.3. Door clip to framing connections.

HEX-HEAD SD WITH SEAL-ING WASHER APPLICA-TIONS: Liner Panel to sec-ondary framing fastening.

SD125Length: 1-1/4”



WEBNUT

FLAT WASHER

HILLSIDE WASHER

RAFTER WEBCOLUMN OR

STRAND GRIP

EYE BOLT

SLOT

STRAND GRIPCABLEEYEBOLT

HILLSIDE WASHER

STANDARD WASHER

STANDARD NUT

LENGTH VARIES

COMPONENTS Bracing

CABLE BRACING DETAILS

TYPICAL CABLE BRACING CONNECTION CABLE BRACING CONNECTION FROM SIDEWALL TO END WALL COLUMN

SCREW PIN SHACKLE

STRAND GRIP

ENDWALL COLUMN

STRAND GRIP

PAINT MARK

EYEBOLT/SCREW PIN SHACKLE

NOTE:PLACE CABLEAT PAINTEDLINE TOBEGIN WRAP.

STRAND GRIP

PAINT MARK

EYEBOLT/SCREW PIN SHACKLE

CABLE



COMPONENTS BracingFLANGE BRACE NOT AT MEMBER LAP



GIRT / PURLIN

COLUMN OR RAFTER

FLANGE BRACE

LAP BOLTS (TYP)(2) M50X100

FLANGE BRACE(2) H50X125

BOLTS (TYP)

GIRT / PURLIN

COLUMN OR RAFTER

FLANGE BRACE

LAP BOLTS (TYP)USE (2) M50X100

A) NO FLANGE BRACE:WHEN:

LAP BOLT ANDUSE (1) M50X100

B) WITH FLANGE BRACE:

(1) H50X125FLANGE BRACE BOLT

FLANGE BRACE BOLT (TYP)(1) H50X125

(CAN BE NS ONLY, FS ONLY, OR NS/FS)

LAP BOLTS (TYP)USE (2) H50X125

A) NO FLANGE BRACE:AT PURLIN

LAP BOLT ANDUSE (1) H50X125

B) WITH FLANGE BRACE:

(1) H50X125FLANGE BRACE BOLT

AT GIRT

FLANGE BRACE

(2) H50X125 FLANGEBRACE BOLTS (TYP)

GIRT / PURLIN

COLUMN OR RAFTER

(2) M50X100LAP BOLTS (TYP)

17

COLUMN OR RAFTER

GIRT / PURLIN

FLANGE BRACE(CAN BE NS ONLY, FS ONLY, OR NS/FS)

(1) H50X125FLANGE BRACE BOLT (TYP)

FLANGE BRACE AT MEMBER LAP

STANDARD DETAILS Framing

OUTSET ENDWALLCOLUMN TORIGID FRAMEENDWALL

E

EXPANDABLE ENDWALL RAFTER

ENDWALL COLUMN

(2) H75X150 BOLTSCOLUMN TO RAFTER

E

RTS

ECXF

FLUSH ENDWALLCOLUMN ATRIGID FRAMEENDWALL


(2) H75X175 BOLTSECXF TO RAFTER

(2) H75X175 BOLTSCOLUMN TO ECXF

ECXF

ENDWALLCOLUMN




ENDWALL COLUMNTO BEARING FRAMERAFTER

E

ENDWALL RAFTER

ENDWALL COLUMN

(2) H75X150 BOLTSCOLUMN TO RAFTER

ALL RAFTER

END

ENDWALLCOLUMN TOBEARING FRAMEAT RAFTER PEAK

ENDWALLRAFTER

ENDWALLCOLUMNCOLUMN AND RAFTER

CONNECTION BOLTS(SEE ENDWALL ERECTION

DRAWINGS FOR BOLT SIZES)



20


PURLINCONNECTIONAT OUTSETBEARINGFRAMEENDWALL

PURLINCONNECTIONAT FLUSHBEARING FRAMEENDWALL

PURLIN (2) H50X125 BOLTSPURLIN TO PURLIN CLIP

ENDWALL RAFTER

(2) H50X125 BOLTSPURLIN TO PURLIN CLIP

ENDWALL RAFTER

PURLIN



21


S

PURLIN LAPRAF

CLIPS

(2) M50X100 BOLTS

PURLIN LAPCONNECTION

PURLIN LAPRAFTER

(2) H50X125 BOLTSPURLIN TO PURLIN CLIP

PURLIN

(2) H50X125 BOLTS PURLIN LAP

PURLINCONNECTIONAT RIGID FRAMEENDWALL

PURLIN(2) H50X125 BOLTSPURLIN TO PURLIN CLIP

RIGID FRAMERAFTER

(2) H50X125 BOLTSPURLIN LAP



22


RAFTERTS

RAEAVE STRUTCONNECTIONAT FLUSHBEARINGFRAME

EAVE STRUTRAKE ANGLE

ENDWALL RAFTER

(2) H50X125 BOLTSEAVE STRUT TO RAFTER

END

TER

EAVE STRUTCONNECTIONAT OUTSETBEARINGFRAME

EAVE STRUT

ENDWALL RAFTER

RAKE ANGLE

(2) H50X125 BOLTSEAVE STRUT TO RAFTER




RIGID FRA

EAVE STRUT

OLUMN

EAVE STRUTCONNECTIONAT RIGID FRAMEENDWALL

RAKEANGLE

EAVE STRUT

RIGID FRAME

RAKEANGLE(2) H50X125 BOLTS

EAVE STRUT TO COLUMN

RIGI

COLUMNS

EAVE STRUTCONNECTIONAT INTERIORFRAMELINE

EAVE STRUT

RIGID FRAME

(2) H50X125 BOLTSEAVE STRUT TO COLUMN

(2) H50X125 BOLTSEAVE STRUT TO COLUMN



OUTSALL GIRTET OR FLUSH)

MILL ENDWALL CO

P

FIELD COPING OF BE REQUIRED WHE


FLUSH G

P

FLUSH GIRTCONNECTION

ENDWALL / SIDEWALL COLUMN

FLUSH GIRT

(2) M50X100 BOLTSGIRT TO COLUMN CLIP

SIDEWALL/ENDWALL COLUMN

GIRT LAP

GIRT TO COL(2) M50X100 B

GIRT LAP(2) M50X100 BOLTS

GIRT LAPCONNECTION

SIDEWALL / ENDWALL COLUMN

(2) M50X100 BOLTSGIRT LAP


GIRT LAP

(2) M50X100 BOLTS GIRT LAP

GIRT CONNECTIONAT CORNERCOLUMN

MILL ENDWALL COLUMN


OUTSET ENDWALL GIRT


SIDEWALL GIRT(OUTSET OR FLUSH) FIELD COPING OF GIRTS MAY BE

REQUIRED WHEN SIDEWALL ANDENDWALL GIRTS ARE AT DIFFERENTELEVATIIONS.




DOO

S

DOOR JAMB TO MILLENDWALL RAFTER(FLUSH CONDITION)

ENDWALL RAFTER

DOOR JAMB

(2) H50X125 BOLTSJAMB TO RAFTER

RLTS

EJX##*DOOR JAMBTO EXPANDABLEENDWALL


DOOR JAMB

(2) H75X175 BOLTSCLIP TO RAFTER

(2) H50X125 BOLTSJAMB TO CLIP

* EJX (08, 10, 11, 12) CLIP

* (GIRT DEPTH)




DOOR JAMB TO MILLENDWALL RAFTER(OUTSET CONDITION)

DOOR JAMB TO EAVEEAVE STRUT

EAVE STRUTJC CLIP

DOOR JAMB

CLIP TO EAVE STRUT(4) TEK1 SCREWS

(4) TEK1 SCREWSCLIP TO DOOR JAMB

TO JAMB CLIP

ENDWALL RAFTER

DOOR JAMB

DOOR JAMB TO ENDWALL RAFTER CLIP

CLIP TO ENDWALL RAFTER(2) H50X150 BOLTS

(2) H50X125 BOLTSCLIP TO DOOR JAMB

EJB##

(##) = 08,10,11,12 (GIRT DEPTH)*

*




DOO

DOOR JAMB TO HEADER

(4) TEK1 SCREWSCLIP TO DOOR HEADER


DOOR JAMB

DOOR HEADER

JC8, JC10, JC11, OR JC12CLIP (8, 10, 11, OR 12 TOMATCH HEADER SIZE)HEADER TO JAMB CLIP)

DO

EMS

DOOR JAMB TO BASE

DOOR JAMB

JC8, JC10, JC11, JC12 CLIP(8, 10, 11, 12 DEPENDINGON GIRT SIZE)JAMB TO BASE CLIP

CONNECTION TO MASONRY(NOT BY CORLE BUILDING SYSTEMS)





DO

GIRT TO DOOR JAMB


(2) M50X100 BOLTSCLIP TO GIRT

JC8, JC10, JC11, JC12 CLIP(8, 10, 11, 12 DEPENDINGON GIRT SIZE)GIRT TO JAMB CLIP

DOOR JAMB

GIRT

DOO

GIRT TO DOOR JAMB - ABOVE DOOR HEADER


(2) M50X100 BOLTSCLIP TO GIRT

JC8, JC10, JC11, JC12 CLIP(8, 10, 11, 12 DEPENDINGON GIRT SIZE)GIRT TO JAMB CLIP

DOOR JAMB

GIRT



(3) M50X100 BOLTSGIRT TO C-32 CLIP

GIRT TO C(1) H50X12

COLUMN

BOLTSLUMN CLIP


LEAN-TO GIRTTO ENDWALLGIRT

(1) H50X125 BOLTGIRT TO C-32 ANDCOLUMN CLIP

ENDWALL GIRT


LEAN-TO GIRT

(1) M50X100 BOLTGIRT TO COLUMN CLIP

SIDEW

GIRT TO C-32 CLIP(4) M50X100 BOLTS

LEAN-TO GIRT

LTSMN CLIP

(2) M5GIRT

LEAN-TO GIRTTO SIDEWALLGIRT

SIDEWALL GIRT


LEAN-TO GIRT


(2) M50x100 BOLTSGIRT TO COLUMN CLIP




RIGID FRAME COLUMN

PO

PORT(SEE

SIZE)

PORTAL FRAMECONNECTIONAT EAVE

PORTAL FRAME BEAM TOPORTAL FRAME COLUMN BOLTS

(SEE DRAWINGS FORQUANTITY AND SIZE)

PORTAL FRAME BEAM

PORTAL FRAMECOLUMN

PORTAL FRAME COLUMNTO STUB BOLTS (SEEDRAWINGS FORQUANTITY AND SIZE)

PORTAL FRAME STUB

RIGID FRAME COLUMN

RIGID F

PORTAL FRAME COLUPORTAL FRAME COLUMN

RIGIDFRAMECOLUMN

PORTAL FRAMECONNECTIONAT BASE



STANDARD DETAILS Sheeting

Each side of the roof sheet and the ridge panel must be run in conjunction with each other to ensure correct alignment.

Refer to concurrent sections of this manual for details relating to the eave alignment of roof sheets, mastic application,fastener type and spacing and roof located accessories. Be careful not to scratch finished surface of panel.

Any damage to the paint finish should be touched-up immediately to prevent rusting.

Should a fastener be installed in the wrong location or break during installation, remove the fastener and install one of alarger diameter in order to prevent leaking. If the removal of the fastener remnant is not possible, water proofing mea-sures should be taken.

Concentrated heavy loads occurring on the roof during construction should be distributed uniformly over a large area insuch a manner as to prevent damage to any building components.

Any metal shavings should be removed from the roof in such a manner as to prevent damage or staining of the material finish.

GENERAL ROOF SHEETING NOTES:1.

2.

3.

4.

5.

6.

GALVALUME

SLATE BLUE

ARCTIC WHITE

CHARCOAL GREY

BUCKSKIN TAN

BURNISHED SLATE

PARCHMENT

EVERGREEN

ASH GREY

ANTIQUE RED

CHOCOLATE BROWN

HARBOR BLUE

LIGHT STONE

01

02

03

04

05

06

07

08

09

10

11

12

13

COLORCODE # CODE # COLOR

STANDARDCORLE

COLORS

The building must be tight and plumb priorto sheeting installation. Blocking of girts maybe required.

The building foundation must be square, leveland correct to the out to out steel dimensions.

On buildings with roof pitches 2/12 or greater,the endwall panels will need to be field mi-tered to match roof slope

Install fasteners on long wall sheeting frombottom to the top of sheet.

Install panels in a true and plum position andhold panel on 36” centers.

Stitch screw panels 2’ - 6” on center startingat base of panels.

1.

2.

3.

4.

5.

6.

GENERAL WALL SHEETING NOTES:

BUILDING WIDTH

START SHEETING AT SIDEWALL BUILDING LINEAND CONTINUE FROM THE LEFT OR THE RIGHT.

PANEL DETAILING: >2:12PANEL DETAILING: <2:12



PANEL INSTALLATION SEQUENCEAND MASTIC LAYOUT

SEE INSTALLATION INSTRUCTIONS ON NEXT PAGE

TRIPLE BEAD MASTIC

MASTIC - 1" X 1/8"

1

2

5

3

4

INTERMEDIATE PURLIN

MASTIC - 1" X 1/8"

MASTIC - 1" X 1/8"

TRIPLE BEAD MASTIC

MASTIC1” x 1/8”

MASTIC1” x 1/8”

MASTIC1” x 1/8”

INTERMEDIATE PURLIN

5”



PANEL INSTALLATION SEQUENCEAND MASTIC LAYOUT INSTRUCTIONS

REPEAT THE ABOVE LISTED STEPS, AS NECESSARY,FOR THE REMAINDER OF THE ROOF INSTALLATION.

A)

B)

C)

D)

E)F)

Install the 4’-0” wide roof insulation starter roll. The width of this roll ensures that the insulation splices willalways offset 1’-0” from the roof panel side laps. Install subsequent 6’-0” wide rolls as required to stayahead of the roof panel installation.Install roof panel #1 with the first high rib centered over the endwall steel line. Ensure that the first panel isinstalled square to the roof framing. The end of the panel should project 5" past the purlin web for the roofpanel end lap.Install panel fasteners 1' -0” O/C to the rake angle (ANG64). Do not walk on the roof panels until the roofpanel fasteners are installed at the leading edge of the panel.Install panel fasteners at the eave strut and intermediate purlins, except for the purlin at the roof panelendlap.Install the 1" mastic tape along the high rib of the trailing edge of the panel for the full length of the panel.Install triple bead mastic across the width of the panel. The triple bead mastic should be centered overthe 2-1/2" leg of the panel lap purlin.

Panel # 1

Position panel # 2 so that the end of the panel overlaps the purlin web by 3".Install panel fasteners 1' -0” O/C to the rake angle (ANG64). Do not walk on the roof panels until the roofpanel fasteners are installed at the leading edge of the panel.Install panel fasteners at the lap purlin and the remaining intermediate purlins. For buildings less than 100’0 wide with roof pitches 1:12 or less, do not install the panel fasteners at the peak purlins at this time. Thesefasteners will be installed through the formed ridge cap. Do not walk on the panel above the peak purlin.Install the 1" mastic tape along the high rib of the trailing edge of the panel, for the full length of the panel.When installing formed ridge cap, center triple bead mastic over the 2-1/2" leg of the peak purlin across thewidth of the panel.

A)B)

C)

D)E)

Panel # 2

Position panel # 3 so that the first high rib is centered over the last high rib of panel # 1, and so that thepanel projects 5" past the web of the intermediate purlin.Install the panel to purlin fasteners along the leading edge of the panel. Do not walk on the roof panels untilthe roof panel fasteners are installed at the leading edge of the panel.Install panel fasteners at the eave strut and intermediate purlins, except for the purlin at the roof panelendlap.Install the 1" mastic tape along the high rib of the trailing edge of the panel for the full length of the panel.Install triple bead mastic across the width of the panel. The triple bead mastic should be centered over the2-1/2" leg of the panel lap purlin.

A)

B)

C)

D)E)

Panel # 3



INTERMEDIATE PURLIN

SD175 SCREW (6" O.C.)ROOF PANEL TO INTERMEDIATE PURLIN

ROOF PANEL

5"

3"

TRIPLE BEAD TAPE

MASTIC(TYPICAL FOR ALL SIDE

LAPS FOR PANELS)

3

1

2

1" x 1/8"

TRAILING EDGE OF PANEL

EAVE STRUT

RAKE ANGLE

INTERMEDIATE PURLIN

TRAILING EDGE OF PANEL

1” x 1/8” MASTIC (TYPICAL FOR ALLSIDE LAPS FOR PANELS

TRIPLE BEAD TAPE

INTERMEDIATEPURLIN EAVE STRUT

RAKE ANGLE

ROOF PANEL

LEADING EDGEOF PANEL SD150 SCREW (6” O.C.) ROOF PANEL

TO INTERMEDIATE PURLIN

STANDARD ENDLAP

3”

5”

ROOF PANEL TO PEAK PURLINSD175 SCREW (6" O.C.)

75 SCREW (1'-0" O.C.)F PANEL TO RAKE ANGLE

SD175 SCREW (6" OROOF PANEL TO EA

PANEL TO PANEL STITCH SCREWFIVE FEET THEN 2'-6" O.C. TO PEAK)

ROOF PANEL TO INTERMEDIATE PURLINSD175 SCREW (1'-0" O.C.)

INTERMEDIATE PURLIN

PEAK PURLIN

EAV

RAKE ANGLEANG64

ROOF PANELS

INSTALL STITCH SCREWGUTTER STRAP, WHERE

SM75 SCREW (1'-0" O.C. FOR THE FIRST

ROOF FASTENER APPLICATION

ANG64 RAKE ANGLE

SD150 SCREW (1’ - 0” O.C.)ROOF PANEL TO RAKE ANGLE

FST#4 SCREW (1’-0” O.C. FOR THE FIRSTFIVE FEET, THEN 2’-6” O.C. TO PEAK).

PANEL TO PANEL STITCH SCREW. SD150 SCREW (6” O.C.)ROOF PANEL TO PEAK PURLIN

PEAK PURLINROOF PANELS

SD150 SCREW (1’-0” O.C.)ROOF PANEL TO INTERMEDIATE PURLIN

INTERMEDIATE PURLIN

SD150 SCREW (6” O.C.)ROOF PANEL TO EAVE STRUT

EAVE STRUT

INSTALL STITCH SCREWTHROUGH GUTTER STRAP,WHERE APPLICABLE




SD175 SROOF P

7"

5"

TRIPLE BEAD TAPE

ROOF PANEL TO PURLINSD175 SCREW (6" O.C.)

3

1

2MASTIC1"X1/8"

EXPANSION JOINTENDLAP

TRIPLE BEAD TAPE

ROOF PANEL

SD150 SCREW (6” O.C.)ROOF TO PANEL PURLIN

SD150 SCREW (6” O.C.)ROOF PANEL TO PURLIN

7”

5”

LEAN-TO END LAP

LEAN-TROOF P

TRIPLE BEAD TAPE

ROOF PANEL TOSD175 SCREW (6" O.C.)

3

1

2

ROOF PANEL TO PURLINSD175 SCREW (1'-0" O.C.)

ROOF PANELMAIN BUILDING

EAVE STRUT

MAIN BUILDINGEAVE STRUT

MASTIC1"X1/8"

MAIN BUILDINGROOF PANEL

SD150(6” O.C.) ROOF PANELTO EAVE STRUT

LEAN-TOHIGH EAVEPURLIN

LEAN-TOROOF PANEL

SD150 SCREW (1’-0”O.C.) ROOF PANEL TOPURLIN

TRIPLE BEAD TAPE

MAIN BUILDINGEAVE STRUT

1” x 1/8”MASTIC

1” x 1/8”MASTIC

404 Sarah Furnace Road Imler, PA 16655 (814) 276-9611 www.corle.com



The building foundation must be square, level and correct to the outside steel dimensions.The building must be tight and plumb prior to the installation of sheeting.Block girts to level position before starting sheeting installation. Maintain blockinguntil all panel fasteners are installed.Align and plumb the first wall sheet.On buildings over 20’ eave height, attach at base angle and eave strut, then startat lowest girt and work upward with attachment of fasteners.

1.2.3.

4.5.

GLEKE

EAVE

VE STRUTNEL TO

CORNER ANGLEPANEL TO

GLEORNER

(1'-0" O/C)SD150 SCREW

STRUTO/C)150 SCREW

SD150 SCREW(6” O.C.) PANEL TO

EAVE STRUT

EAVESTRUT

RAKEANGLE

CORNERANGLE

SD150 SCREW(1’ - 0” O.C.)PANEL TOWALL GIRT

GIRT

FST#4 SCREW(2’-6” O.C.)PANEL STITCHSCREW

BASE ANGLE

SD150 SCREW(6” O.C.)PANEL TO BASE

BASE TRIMSD150 SCREW(1’ - 0” O.C.)PANEL TOCORNER ANGLE

NOTES:

“R” PANEL SIDEWALL


Subject to change without notice 36 December 2015


“R” PANEL ENDWALL

ANCO

ANGLERAKE

EA

PURLIN

W

ST

ASE ANGLEANEL TO" O/C)D175 SCREW

CORNERPANEL T(1'-0" O/CSD175 S

MEMFRA(2) PTEK

SD150SCREW (6”

O.C.) PANELTO RAKE

ANGLE

SD150 SCREW(1’-0” O.C.)PANEL TO

WALL GIRT

FST#4 SCREW(2’-6” O.C.)

PANEL STITCHSCREW

BASE ANGLE

BASE TRIM

SD150 SCREW (6” O.C.)PANEL TO BASE ANGLE

RAKEANGLE

CORNERANGLE

SD150 SCREW(1’-0” O.C.)PANEL TOCORNER ANGLE

GIRT

TEK1 SCREW(2) PERFRAMINGMEMBER

EAVESTRUT

PURLIN




“A” PANEL SIDEWALL

VE STRUTNEL TO

BAS

CORNER ANGLEPANEL TO

BASE

NGLEORNER


WALL GIPANEL T(1'-0" O/CSD175 S

BASPAN(1'-0SD1

STRUT-0" O/C)

ANG

NGLEAKE

SCREWPANEL(2'-6" OSM75


EAVE STRUT

RAKEANGLE

CORNERANGLE

EAVE STRUT

SD150 SCREW(1’-0” O.C.)PANEL TO GIRT

GIRT

FST#4 SCREW(2’ -6” O.C.) PANELSTITCH SCREW


SD150 SCREW(1’-0” O.C.)PANEL TO BASE

BASE ANGLE

BASE TRIM




“A” PANEL ENDWALL

BASE ANGLEPANEL TO(1'-0" O/C)SD175 SCREW

EW

W

RAKE ANGLEPANEL TO

ANGLERAKE

(1'-0" O/C)SD175 SCRE

GIRT

ANGLECORNE

CORNER ANGLPANEL TO(1'-0" O/C)SD175 SCREW

MEMBERFRAMING(2) PERTEK1 SCRE

STRUEAVE

BASEANGLE

SD150 SCREW(1’ -0” O.C.)PANEL TO

WALL GIRT

BASETRIM

SD150 SCREW(1’-0” O.C.)PANEL TORAKE ANGLE

RAKEANGLE


PANEL STITCHSCREW

SD150 SCREW (1’-0” O.C.)PANEL TO BASE ANGLE

GIRT


TEK1 SCREW(2) PERFRAMINGMEMBER

CORNERANGLE

EAVESTRUT




“RR” PANEL SIDEWALL

BASE

PANEL (1'-0" O/SD175 S

ANG

STITCPANEL(2'-6" OSM75

ANGLERAKE

ANGLECORNER

EAVE STRUTPANEL TO(1'-0" O/C)SD175 SCREW EAVE

STRUT

WALL GPANEL(1'-0" OSD175

GIRT

CORNER ANGLEPANEL TO(1'-0" O/C)SD175 SCREW

BASE TRIM


EAVE STRUT

RAKE ANGLE

CORNER ANGLE

BASE TRIM

EAVE STRUT

SD150 SCREW(1’-0” O.C.)PANEL TOWALL GIRT


BASE ANGLE

FST#4 SCREW(2’-6” O.C.)PANEL STITCHSCREW

GIRT

SD150 SCREW(1’-0” O.C.)PANEL TOBASE




“RR” PANEL ENDWALL

RAKE ANGLEPANEL TO

ANGLERAKE


BASE ANGLEPANEL TO(1'-0" O/C)SD175 SCREW

T

REW

EW

GIRT

ANGLECORNE

CORNER ANGPANEL TO(1'-0" O/C)SD175 SCREW

MEMBERFRAMING(2) PERTEK1 SCR

STRUTEAVE

RAKE ANGLE

BASE TRIM

BASE ANGLE

SD150 SCREW(1’-0” O.C.)

PANEL TO BASE ANGLE


WALL GIRT

FST#4 SCREW(2’-6” O.C.)PANEL TO

PANEL STITCH

EAVESTRUT

TEK1 SCREW(2) PER FRAMINGMEMBER

GIRT

CORNERANGLE

SD150 SCREW(1’-0” O.C.)PANEL TOCORNERANGLE

SD150 SCREW (1’-0” O.C.)PANEL TO RAKE ANGLE



STANDARD DETAILS Trim

BASE CHANNEL

NOTE:For clarity, wall insulationis not shown.

BASE ANGLE


CLOSURE

WALL PANEL

(OPTIONAL)

(AS PER ORDER)BASE TRIM

BASE ANGLEANG32

IOBT

CONCRETE

1 1/2

INSIDE

WALL PANEL

INSIDE CLOSURE (OPTIONAL)

IOBT BASE TRIM (AS PER ORDER)

ANG32 BASE ANGLE

CONCRETE

1 1/2”

IOBT

BASE CHANNEL

BASE TRIM(AS PER ORDER)

(OPTIONAL)

WALL PANEL

CLOSURE

CONCRETE

1 1/2"

INSIDE

BASE CHANNEL


WALL PANEL

IOBT BASE TRIM (AS PER ORDER)

CONCRETE

1 1/2”

BASE GIRT


CONCRETE

CLOSURE

WALL PANEL

(OPTIONAL)

(AS PER ORDER)BASE TRIM

BASE GIRT

ICBF

INSIDE


BASE GIRT

WALL PANEL

ICBF BASE TRIM (AS PER ORDER)

CONCRETE

1 1/2”




STANDARD EAVE CONDITION

NOTE: For clarity, insulation is not shown.

EAVE TRIM

CLOS(OPTI

WALL PANEL

SD175 (6" O/CROOF PTO EAV

INSID

SS-BER

INSIDECLOSURE(OPTIONAL)

ROOF PANELEAVE STRUT

SD150 SCREW(6” O.C.)ROOF PANELTO EAVE STRUT

SS-BEREAVE TRIM

WALL PANEL

*3 PER EAVE TRIM - TRIM TO EAVE STRUT - INSTALL MASTIC OVER FST#14

*FASTENER #14



STANDARD DETAILS TrimDELUXE EAVE CONDITION


For clarity, insulation is not shown.

ROOF PANEL

CLOSU

ST

DELUXE

-0" O/C)M75 SCREW

(OPTIO

EA

EAVE TRIM

ALL PANEL

(6" O/C)SD175 SCREW

ROOF PANEL TO EAVE STR

(6" O/C)SD175 SCREW

PANEL TOTO EAVE STRUT

RIM TO

OUTSIDE

INSIDE

WALL PANEL

DELUXE EAVE TRIM

FST#4 SCREW(1’ - 0” O.C.)

TRIM TO WALL PANEL

ROOF PANEL SD150 SCREW(6” O.C.)ROOF PANELTO EAVE STRUT

INSIDE CLOSURE(OPTIONAL)

EAVE STRUT

*FASTENER #14

OUTSIDE CLOSURE

NOTE

SD150 (0’-6” O.C.)PANEL TO EAVE STRUT



45

STANDARD DETAILS TrimSTANDARD GUTTER


GUTTER END CAP

(10) FAST#14POP RIVETS

R-GUT#GUTTER

R-CAP#GUTTER CAP


NOTE



CLOSURE(OPTIONAL)

ROOF

SD150 SCREW(6" O/C)

(1'-0" O/C)FST#4 SCREW

GUTTER

FST#4 SCREW(2) PER STRAP

1" X 1/8"

GUTTER

WALL PANEL

PANEL

*FST#14TO PANEL

ROOF PANELTO EAVE STRUT

EAVESTRUT

EAVE TRIM

GUTTER STRAP

SS-BER MASTIC TAPE

R-GUT#

INSIDE

SS-BEREAVE TRIM

1” x 1/8” MASTIC TAPE

ROOF PANEL

SD150 SCREW (6” O.C.)ROOF PANEL TOEAVE STRUT

GUTTER STRAP


*FST #14

EAVE STRUT

WALL PANEL


R-GUT#GUTTER


GUTTER TO PANEL

46

STANDARD DETAILS TrimSNOW GUTTER

*3 PER TRIM - TRIM TO EAVE STRUT - INSTALL MASTIC OVER FST#14.(FST#14 HOLDS TRIM UNTIL ROOF PANEL SCREWS ARE INSTALLED).

SNOW GUTTER END CAP

RSCAP#GUTTER CAP

(10) FASTENER #14POP RIVETS


NOTE

RSGUT#GUTTER



CLOSURE(OPTIONAL)

ROOF

SD150 SCREW(6" O/C)


SNOW GUTTER


(2'-0" O/C)

GUTTER

WALL PANEL

PANEL

*FST#14

TO PANEL

MASTIC

SNOW GUTTERUSNWSTP

STRAPSS-BEREAVE


TAPE

INSIDE

RSGUT#

1" X 1/8" X 2"

TRIM


DOWNSPOUT CONNECTION TO GUTTER*USE TUBE SEALANT TO SEAL DOWNSPOUT OUTLET.

TUBE SEALANT IS NOT PROVIDED BY CORLE BUILDING SYSTEMS.

UT

D(1

(3) F

4

(4) FST#14

OUTET

OUTLET TO

D

(3) FASTENER #14DOWNSPOUT TO

OUTLET

DWNSPTDOWNSPOUT

ELBOW

DSOUTLETDOWNSPOUT OUTLET

(4) FASTENER #14OUTLET TO GUTTER

GUTTER

DSSTRPDOWNSPOUT STRAP(1) TEK1 SCREW

(3) FASTENER #14ELBOW TODOWNSPOUT

(OPTIONAL)



48

OUTSIDE

AVE TRIMELUXE

(6" O/C)ROOF PANELTO EAVE STRUT

L

(6" O/C)WALL PANELTO EAVE STRUT

TO ROOF PANEL

(1'-0" O/C)EAVE TRIMTO WALL PANEL

CLOSURE

OUTSIDECLOSURE

SD175 SCREW

SM75 SCREW

SD175 SCREW

F-HS


STANDARD HIGH EAVE CONDITION

EAVE STRUT

FST#4 SCREW(1’ - 0” O.C.)EAVE TRIM

TO WALL PANEL

SD150 SCREW (0’ - 6” O.C.)ROOF PANEL TO EAVE STRUT

OUTSIDECLOSURE

SD150 SCREW(0’ - 6” O.C.)WALL PANELTO EAVE STRUT

OUTSIDECLOSURE

IRF-HSDELUXE

EAVE TRIM

WALLPANEL

FST#4 SCREW (1’ - 0” O.C.)EAVE TRIM TO ROOF PANEL

ROOF PANEL



49


OPEN EAVE WITH OR WITHOUT GUTTER



NO TRIM SUPPLIED

PANELROOF

(OPTIONAL)CLOSUREINSIDE

EAVE STRUT

50


STANDARD RAKE CONDITION

PANEL

ROOF

SM75 SCR

RAKE TR

RAKE TR(1 0 O/C

TAPE

(OPTIONAL)CLOSURE

ROOF P

WALL PA

(1'-0" O/C

PANEL

MASTIC

OUTSIDEWALL

1" X 1/8"

ANGLERAKE

FST#4 SCREW(1’-0” O.C.)RAKE TRIM TOWALL PANEL

IRFRAKETRIM

OUTSIDECLOSURE(OPTIONAL)

WALLPANEL

RAKEANGLE

1”x18”MASTIC

TAPE

ROOFPANEL

FST#4 SCREW (1’ - 0” O.C.)RAKE TRIM TO ROOF PANEL



51




*ATTACH PURLIN ANGLES TO PURLINS WITH (2) TEK1 SCREWS.RAKE TRIM AT MASONRY

RAKE TRIM AT OPEN WALL

RAKE TRIM TORAKE CHANNEL

(1'-0" O/C)

RAKETRIM

SD175 SCREW

RAKECHANNEL

PURLIN

TOP AND BOTTOM)2) PER PURLIN

TEK1 SCREWS

IRFRAKECHANNEL IRF

RAKE TRIM

FST#4 SCREW(1’-0” O.C.) RAKE TRIM TO RAKE CHANNEL

PURLIN

TEK1 SCREWS(2) PER PURLIN

(TOP AND BOTTOM)

ROOF

RAKEIRF

SD175 SCREW

RAKE TRIM TO

RAKE TRIM TO(1 -0 O/C)

TAPE

ROOF PANEL

(1'-0" O/C)

PANEL

ANG32

FLASHING

MASTIC

MASONR

*ANG32

" X 1/8"

TRIM

ROOF PANEL

1” x 1/8”MASTIC TAPE

*ANG32

*ANG32

IRF RAKE TRIM

MASONRY RAKEFLASHING

FST#4 SCREW (1’-0” O.C.)RAKE TRIM TO PURLIN ANGLE

FST#4 SCREW(1’-0” O.C.) RAKE TRIM TO ROOF PANEL

52




RAKE TRIM CLOSURE

IRFROOF PANEL

WALL

ENDWALPANEL

RA

CORNER T

TR

IRF CL

TE #1

ROOF PANEL

ENDWALLPANEL

CORNERTRIM

IRF RAKETRIM

SIDEWALLPANEL

IRF-CLRAKE TRIMCLOSURE(2) FASTENER #14PER CLOSURE

NOTEHELD BACK FORILLUSTRATIONPURPOSES ONLY.

53


STANDARD GUTTER CORNER BOX

GUTTER

EN

CORNER BOX

PAFST#14(12) PER

IT-CB

ROOFPANEL

IRFRAKETRIM

ENDWALLPANEL

FASTENER #14(12) PERCORNER BOX

*IT-CBCORNER

BOX

GUTTER

SIDEWALLPANEL

*SHIPPED IN TWO PIECES, FIELD COPE AND ASSEMBLEWITH (12) FAST#14 (POP RIVETS) PER CORNER.

NOTE



54


DELUXE EAVE TRIM CORNER BOX

END

TRIMDELUXE RAKE

PANEL

EAVE TRIM

LL

PANCORNER BOX

FST#14

IRF-CB

IRF

-CPL

IRF-LSAIRF-LSADELUXEEAVE TRIM

SIDEWALLPANEL

*IRF-CBCORNER BOX

IRF-CPLRAKE TRIM CLOSURE

(FIELD WORK REQUIRED)

ROOFPANEL

IRFRAKETRIM

ENDWALLPANEL

FASTENER #14(12) PER CORNER BOX


NOTE



55

W

LL

ENPA

TER

SNOW GUTTER CORNER BOX


IRFRAKETRIM

ENDWALLPANEL

FASTENER #14(12) PERCORNER BOX

*IT-CBCORNER BOX

SNOWGUTTER


NOTE

SIDEWALLPANEL

SNOWGUTTER

STRAPROOF PANEL



56


HIGH SIDE CORNER BOX

ROOF

WALLPANEL

PANEL

FASTENER #14POP RIVETS

*IT-CBHIGH EAVECORNER BOX

ROOF PANEL

WALL PANEL

WALL PANEL

IRF-HSEAVE TRIM


NOTE



57


SM75 SCREW

END CLOSURE

TUBE SEALANT(NOT BY CORLE)

RIDGE CAP

(8) PER END

SM75 SCREW(4) PER ENDCLOSURE

END CLOSURERIDGE CAP

RAKE TRIMIRF

IRF RAKE TRIM

FST#4 SCREW (8) PER END

RIDGE CAPEND CLOSURE

TUBESEALANT(NOT BYCORLE)

RIDGE CAP END CLOSURE

FST#4 SCREW(4) PER ENDCLOSURE

RIDGE CAP ENDCLOSURE RIDGE CAP

IRC

ROOF PANEL

PEAK PURLIN

RAKE TRIMFIELD MITRE

OUTSIDECLOSURE

FIELD MITRERAKE TRIM

IRC RIDGE CAPPEAK PURLIN

OUTSIDECLOSURE

ROOFPANEL



58

OUTSIDECORNERTRIM

INSIDECORNERTRIM

PANELWALL "R

W

CORNER ANWALL PANE

WALL PANEL

CORNER TRIM -- ICF3H AT “R” PANEL,ICF4B AT “RR” PANEL, ICF4CA AT “A” PANEL

SD150 SCREW(1’ - O” O.C.)WALL PANEL TOCORNER ANGLE

FST#4 SCREW(1’-0” O.C.)CORNER TRIM TOWALL PANEL

ANG32CORNER ANGLE

WALL PANEL“R”, “RR”, OR “A”


WALL PANELWALL PANEL

IEF5BINSIDE CORNER TRIM

INSIDE CORNER ANGLEANG32


WALL PANEL TOINSIDE CORNER ANGLE

ANG32 INSIDECORNER ANGLE

SD150 SCREW (1’-0” O.C.)WALL PANEL TO INSIDE

CORNER ANGLE

IEF5B INSIDECORNER TRIM

WALL PANEL WALL PANEL



59


FRC RIDGE CAP

RIDGE CAPFRC

ROOF

PEAK

TAPEMASTIC

FRC TO ROOF PANEL

PURLIN

PANEL

SM75 SCREWS(5) PER RIDGE

1" X 1/8"

*FRC RIDGE CAP

1” x 1/8”MASTIC TAPE

SD150 SCREW(6” O.C.) FRCTO ROOF PANEL

PEAKPURLIN

ROOFPANEL

FST#4 SCREWS(5) PER RIDGECAP SIDELAP

TRIPLE BEAD TAPE

*ROOF PITCHED 1:12 OR LESS AND ROOFS 100’-0” WIDE AND UNDER



60


PEAK

CLOSURE

ROOF PA

FST#4 SCREW (1’-0” O.C.)RIDGE CAP TO ROOF PANEL

*IRC RIDGE CAP

PEAKPURLIN

ROOFPANEL

CLOSURE

*ROOFS OVER 1:12 PITCH AND/ORROOFS OVER 100’-0” WIDE

FLASHING

FST#4 SCREW

RIDGE

(6) PER ENDLAP

FST#4 SCREW(12" O.C.)

1"X1/8"MASTIC

IRC RIDGE CAP

RIDGE END CAPFST#4 SCREW (12” O.C.)

FST#4 SCREW (6) PER ENDLAP

1” x 1/8” MASTICRIDGE FLASHING



61

STANDARD DETAILS TrimDOOR HEADER

WINDOW SILL

NOTE: HOLD BOTTOM OF DRIP CAP 1/4" ABOVE HEADER.

DOOR/WINDOWHEADERWALL PANEL

IWF5DDRIP CAP

NOTE: HOLD BOTTOM OF DRIP CAP 1/4” ABOVE HEADER

DETAIL A-A

IWF5DDRIP CAP

DOOR

WALL PANEL

L TO HEADERW (1'-0" O/C)

A

A

DOOR ORWINDOWHEADER

WALLPANEL

SD150 SCREW(1’-0” O.C.)

WALL PANELTO HEADER

IWF5DDRIP CAP

IEF5BJ-TRIM

WINDOW SILL

WALL PANEL

SD175WALL PANEL TO DOOR SILL(1'-0" O/C)

SD150 SCREWWALL PANEL TO WINDOW SILL (1’-0” O.C.)

IEF5B J-TRIM

WINDOW SILL

WALL PANEL

DOOR JAMB

DOOR JAMB

WALL PANELSD150 SCREW(1-’0” O.C.)

WALL PANELTO DOOR JAMB

IEF5BJ-TRIM

DOORJAMB

WALLPANEL



62

STANDARD DETAILS TrimPARALLEL

TRANSITIONWALL PANEL

TRANSITION TRIMITT-2

INSIDE CLOSURE

ANG64TRANSITIO

ROOF PANEL

WALL PANEL TO TRANSITION ANGLESD175 SCREW (1'-0" O/C)

SM75 SCREW (1'-0" O/C)TRANSITION TRIM TO ROOF PANEL

1" X 1/8"

(DO NOT ATTACH TO PURLINS)

MASTIC

WALL PANEL

SD150 SCREW (6’-0” O.C.)WALL PANEL TO TRANSITION ANGLE

INSIDE CLOSURE

ITT-2 TRANSITION TRIM

FST#4 SCREW (1’-0” O.C.) TRANSITION TRIM TOROOF PANEL (DO NOT ATTACH TO PURLINS)

1” x 1/8” MASTIC

ANG64 TRANSITION ANGLE

(2) TEK1 SCREWSANG64 TO ROOF MEMBER

ROOF PANEL

TRANSITIONTO CONCRETE

JAMB

WALLPANEL

TEK1 (2) ATGIRT

FASTENERMASONRY(NOT BY C

OPEN WALL ORMASONRY CONDITION

SD150 SCREW (1’-0” O.C.)WALL PANEL TO JAMB

J-TRIM

WALLPANEL

WALL GIRT

JAMB

FASTENER TO MASONRY(NOT BY CORLE)

TEK1 SCREW (2) AT EACH GIRT FLANGE



63


PERPENDICULAR TRANSITION

*NOT SUPPLIED ONCANOPIES WITH SOFFIT

LEAN-TO TO ADJACENT BUILDINGSINGLE SLOPE CANOPY TO BUILDINGPARAPET TO ROOF (HIGH EAVE)FACADE TO ROOF (HIGH EAVE)

SECTION A-A

4"

7"

9"

SM7TRA

ROOF PANEL

WALL PANEL (BELOW TRANSITION)

(ABOVE TRANSITION)WALL PANEL

WALL PANEL TO TRANSITION ANGLESD175 SCREW (6" O/C)

TRANSITION TRIMITT-1

TRANSITION GIRT

TRANSITION ANGLEANG82

INSIDE CLOSURE

OUTSIDE CLOSURE

(6" O/C)WALL PANEL TO

WALL PANEL CAP TRIM*IEF5B

A

A

ROOF SD175

TRANSITION ANGLE

SD175 SCREW

(1'-0" O/C)TRANSITION ANGLETO TRANSITION GIRT

TEK1 SCREW

ITT-1A TRANSITION TRIM

ANG82 TRANSITION ANGLE

TEK1 SCREW (1’- 0” O.C.)TRANSITION ANGLETO TRANSITION GIRT

TRANSITIONGIRT

INSIDE CLOSURE

WALL PANEL(ABOVE TRANSITION) FST#4 SCREW

(1’-0” O.C.)TRANSITION TRIMTO ROOF PANEL

SD150 SCREW (6” O.C.)ROOF PANEL TO PURLIN

ROOF PANEL

OUTSIDE CLOSURE

*IEF5B WALLPANEL CAP TRIM

WALL PANEL(BELOW TRANSITION)

SD150 SCREW (6” O.C.)WALL PANEL TOTRANSITION ANGLE

SD150 SCREW (6” O.C.) WALLPANEL TO TRANSITION ANGLE



66-1/2”

64

LINER PANEL Partial Height

PARTIAL HEIGHT LINER PANEL

CREW)

SD125 SC(1'-0" O/C)LINER PANBASE CHA

ANELGIRT

FST#4 SCREW (2’-0” O.C.)CAP TRIM TO WALL PANEL

CAP TRIM(OPTIONAL)

WALL GIRT

BASECHANNEL LINER

PANEL

SD125 SCREW(1’-0” O.C.)LINER PANEL TOBASE CHANNEL

SD125 SCREW(1’-0” O.C.)

LINER PANELTO WALL GIRT



65

LINER PANEL Full Height

FULL HEIGHT SIDEWALL LINER PANEL*LPA-2 ANGLE AT HIGH EAVE OF SINGLE SLOPE BUILDINGS.

(1'-0" O/C)

C

SCAP TRIM(OPTIONAL)

SD125 SCRE

(2

LEAVE

STRUT

SD125 SCREW(1’ - 0” O.C.)LINER PANELTO BASE CHANNEL

LINERPANEL

TEK1 SCREW(2’ - 6” O.C.)

LPA-1 ANGLETO EAVE STRUT

CAP TRIM(OPTIONAL)

SD125 SCREW(1’ - 0” O.C.)LINER PANELTO LPA-1

SD125 SCREW(1’ - 0” O.C.)LINER PANELTO GIRT

*LPA-1EAVE ANGLE

FST#4 SCREW(2’ - 0” O.C.)CAP TRIM TOLINER PANEL

WALLGIRT

BASECHANNEL



LINER PANEL Full Height

ROOF LINER PANEL

WALL LINER PANEL

IEF5B (UP TO 1:12 PITCH, HIGH OR LOW SIDE)

LINER PANEL CAP TRIM

CAP TRIM TO ROOF LINER PANELSM75 SCREW (2'-0" O/C)

SM75 SCREW (2'-0" O/C)WALL LINER PANEL TO CAP TRIM

ROOF LINER PANEL TO EAVE STRUTSD125 SCREW (1'-0" O/C)

IEF5BY (OVER 1:12 PITCH, LOW SIDE)IEF5BX (OVER 1:12 PITCH, HIGH SIDE)

A

A

PANEL

SIDEWALL

LINER PANEL CAP TRIM(IEF5B AT LS/HS <1.0:12)

LINERROOF

LINER PANEL

(IEF5BX AT HS >1.0:12)

SM75 SCREW(2'-0" O/C)LINER CAP TRIM TOROOF LINER PANEL

_

ROOFLINER PANEL

SIDEWALLLINER PANEL

FST#4 SCREW (2’-0” O.C.)LINER PANEL TO CAP TRIM

EAVE STRUTSD125 SCREW (1’-0” O.C.)ROOF LINER PANEL

TO EAVE STRUT

FST#4 SCREW (2’-0” O.C.)LINER CAP TRIM TOROOF LINER PANEL

LINER PANEL CAP TRIM(IEF5B AT LS/HS 1.0:12)(IEF5BX AT HS>1.0:12)(IEF5BY AT LS>1.0:12)

<

FULL HEIGHT WITH ROOF LINER PANEL

FST#4 SCREW (2’-0” O/C)CAP TRIM TO ROOF LINER PANEL

FST#4 SCREW (2’-0” O/C)WALL LINER PANEL TO CAP TRIM



67

COLUMN TRIM (FLUSH CONDITION)

LINER PANEL Column Trim Flush


0" O/C)125 SCREW

L

LLINER

C

NER PANEL TO GIRT

LINER PANEL TOBASE CHANNEL

IEIEF5BLINER PANELCOLUMN TRIM

FST#4 SCREW(2’ - 0” O.C.)PANEL TOCOLUMN TRIM

LINER PANEL

SD125 SCREW(1’ - 0” O.C.)LINER PANEL TOBASE CHANNEL

BASECHANNEL

GIRT

SD125 SCREW(1’ - 0” O.C.)

LINER PANELTO GIRT



68

COLUMN TRIM (OUTSET CONDITION)

LINER PANEL Column Trim Outset


O/C)5 SCREW

L

HANNEL

LINER

ASE

C

R PANEL TO GIRT

IE

SD125 SCREW(1’ - 0” O.C.)

LINER PANELTO GIRT

GIRT

BASECHANNEL

SD125 SCREW (1’ - 0” O.C.)LINER PANEL TO BASE CHANNEL

LINER PANEL

FST#4 SCREW(2’-0” O.C.)PANEL TOCOLUMN TRIM

IEF5BLINER PANELCOLUMN TRIM



FULL HEIGHT AT EXPANDABLE ENDWALL

LINER PANEL Expandable

SD(1'LINTO

SD(1'-LINTO

SD125 SCREW(1’ - 0” O.C.)LINER PANELTO GIRT

SD125 SCREW(1’ - 0” O.C.)LINER PANEL TOBASE CHANNEL

WALL GIRT

BASE CHANNEL



EXPANDABLEENDWALLRAFTER

LINER PANEL

70

LINER PANEL Bearing Frame

FULL HEIGHT AT BEARING FRAME (FLUSH CONDITION)

BASE CHANNEL

RT

SD125 SCREW (1'-0" O/C)LINER PANEL TO GIRT

LINER PANEL TO GIRTSD125 SCREW (1'-0" O/C)

LINER CAP TRIM*TPLC

LINER PANEL

LUSH MILL ENDWALL RAFTER

LINER PANEL TRIM TO PURLIN(1) SD125 SCREW

SD125 SCREW (1’ - 0” O.C.)LINER PANEL TO GIRT

LINER PANELBASE CHANNEL

GIRT

FLUSH MILLENDWALL RAFTER

*TPLC LINER CAP TRIM

SD125 SCREW (1’ - 0” O.C.)LINER PANEL TO GIRT

SD125 SCREW (1) PER PURLIN LINER PANEL TRIM TO PURLIN

*DO NOT ATTACH TPLC TRIM TO THE LINER PANEL.THE TRIM IS DESIGNED TO ALLOW FOR ROOF DEFLECTION.



SD(1LITO

SD(1LINTO

71

FULL HEIGHT AT BEARING FRAME(OUTSET CONDITION)

LINER PANEL Bearing Frame

WALLGIRT

BASECHANNEL

BEARING FRAMEENDWALL AFTER

LINER PANEL

SD125 SCREW(1’ - 0” O.C.)LINER PANELTO BASE CHANNEL

SD125 SCREW (1’- 0” O.C.)LINER PANEL TO GIRT



72

LINER PANEL Roof Liner

ROOF LINER AT PEAK

ROOF LINER PANEL

LINER

SD125(1'-0" O

(2'-0" O/C)SM75 SCREW

PEAK TRIM TO LINER PANEL

RLPTROOF LINER PEAK TRIM

ROOF LINER PANEL

FST#4 SCREW(2’-0” O.C.) PEAK TRIM

TO LINER PANEL

RLPT ROOF LINERPEAK TRIM

SD125 SCREW(1’-0” O.C.)LINER PANELTO PURLIN

PURLIN



BUILDING

EXTENSION

(2) H50X125 BOLTSEAVE STRUT TO

ENDWALL RAFTER (USED AS EXTENSION BEAM)

ROOF LINE AT ENDWALL

EXTENSION BEAM

(2) H50X125 BOLTSEAVE STRUT TOEXTENSION BEAM

EAVE STRUT

EAVE STRUT

73



STANDARD DETAILS Extensions

ENDWALL RAFTER AS EXTENSION BEAM

74


EXTENSION BEAM TO ENDWALL RAFTER

EAVE STRUT

(2) M50X100 BEAVE STRUT

LDING DRAWINGST QUANTITY,

EXTENSION BEAM

ENDWALL RAFTER

AT STEEL LINE

G FRAME RAFTERON BEAM TO

R, AND LENGTH)

EXTENSION B

(2) M50X100 BEAVE STRUT

ENDWALL RAFTER


EXTENSIONEAVE STRUT


EAVE STRUTAT STEEL LINE

EXTENSION BEAM

EXTENSION BEAMTO BEARING

FRAME RAFTER(SEE BUILDING

DRAWINGS FORBOLT QUANTITY,DIAMETER, AND

LENGTH)



75


EXTENSION BEAM TO RIGID FRAME COLUMN(FLUSH MOUNT DESIGN)

RIGID FRAME COLUMN

EAVE STRUT

(2) M50X100 BOEAVE STRUT TO

EAVE STRUT TO(2) M50X100 BOLT

LDING DRAWINGST QUANTITY

AT STEEL LINE

AME COLUMNON BEAM TO

EXTENSION BE

RIGID FRAME COLUMN

EAVE STRUT AT STEEL LINE


EXTENSIONEAVE STRUT

(2) H50X125 BOLTSEAVE STRUT TOEXTENSION BEAMEXTENSION

BEAMEXTENSION BEAM TO

RIGID FRAME COLUMN(SEE BUILDING

DRAWINGS FOR BOLTQUANTITY, DIAMETER,

AND LENGTH.)



76


EXTENSION BEAM TO RIGID FRAME COLUMN(BYPASS DESIGN)

RIGID FRAME COLUMN

BUILDING DRAWINGSBOLT QUANTITY,

D FRAME COLUMNNSION BEAM TO

ETER, AND LENGTH)

EAVE STRUT

(2) MEAV

AT STEEL LINE

EXT

(2) M50X100EAVE STRUEXTENSION

EXTENSION BEAM TO RIGID FRAMECOLUMN (SEE BUILDING DRAWINGSFOR BOLT QUANTITY, DIAMETER,AND LENGTH)

EAVE STRUT AT STEEL LINE


EXTENSION EAVESTRUT (ADJACENTBAY EAVE STRUTNOT SHOWN FORCLARITY)


EXTENSIONBEAM

RIGID FRAME COLUMN



77


RAKE CEE TO RAKE EXTENSION

NNEL TO ROOF MEMBERSREWS (TOP AND BOTTOM)

BUILDING EAV

CHANNEL

PURLIN

FOR BUILDINGS WITH NO RAKE EXTENSION, THE RAKE CHANNEL IS REQUIRED TO RUNFROM THE EXTENSION EAVE STRUT TO THE SECOND PURLIN ON THE MAIN BUILDING.

FOR BUILDINGS WITH A RAKE EXTENSION, THE RAKE CHANNEL IS REQUIRED TO RUNTHE ENTIRE LENGTH OF THE RAKE.

PURLIN

PURLIN

BUILDINGEAVE STRUT

RAKECHANNEL

(2) TEK1 SCREWS TOP ANDBOTTOM) RAKE CHANNEL

TO ROOF MEMBERS EXTENSIONEAVE STRUT

NOTE



78

ExtensionsSTANDARD DETAILS

EAVE EXTENSION WITH SOFFIT

GUTTER NOT SHOWN FOR CLARITY

NOTE



SOFFIT

EAVE STRUT COVER

FST#4 SCREW


**SOFFIT TRIM

WALL

PANELROOF

SOFFIT TRIMSOFFIT TO


WALL PANELSOFFIT TRIM TO

*

PANEL

BOTTOM EAVESTRUT COVER TO SOFFIT PANEL

(OPTIONAL)CLOSURE

* ATTACH EAVE TRIM TO EAVE STRUT WITH (3) FST#14 / PIECE UNTILROOF PANEL TO EAVE STRUT SCREWS ARE INSTALLED.

PANEL

CLOSUREOUTSIDE

(1'-0" O/C)

** IEF5B REPLACED BY IEF5BX FOR ROOF PITCHES >1:12.

ECT###TOP EAVE

#ESCB(L/H)

INSIDE

STRUT COVER

EAVE STRUT

FST#4 SCREW

COVERS TO

(1'-0" O/C)

EAVE STRUT

79


EAVE EXTENSION WITHOUT RAKE EXTENSION

NOTE(S):1) SEE ALSO: STANDARD CORNER BOX INSTALLATION DETAILS.

NOTE



CORNER TRIM(VARIES WITHWALL PANEL)

RAKE

(1'- 0" O/C)FST#4 SCREW

RAKE TRIM TOSOFFIT COVER

TRIM

IRF

ECB###SOFFITCOVER TRIM


SOFFIT COVERTO RAKEC


RAKE TRIM TOROOF PANEL


SOFFIT / EAVE

SOFFIT PANEL

EAVE STRUTECB###

COVER - BOTTOM

EAVE STRUTECT###

COVER - TOP

GUTTER


EAVE STRUT COVERSTO EAVE STRUT

COVERS TO

80


EAVE EXTENSION WITHOUT SOFFIT



ROOF PANEL

WALL PANEL

STEEL LINE

EAVE EXTENSION

EAVE STRUT AT

EAVE STRUT ATWALL PANEL(0'-6" O/C)

EAVE TRIMSS-BER

SD150 SCREW

TO EAVE STRUT

(OPTIONAL)INSIDE CLOSURE

NO TRIM PROVIDED

81

Extensions

RAKE EXTENSION TRIM

STANDARD DETAILS



IRF

PURLIN COVERIEOC

RAKEANG32

RAKE TRIM TO

FST#4 SCREW

SOFFIT PANEL

FST#4 SCREW

SD150 SCREW

WALL PANEL

WALL PANEL

SOFFIT TRIM(1'-0" O/C)

(OPTIONAL)CLOSURE

SOFFIT PANEL

TO WALL PANEL

FST#4 SCREW

ANG32 TO(2) PER PURLIN

ROOF PURLIN

TEK1 SCREW

RAKE CHANNEL

(1'-0" O/C)

RAKE TRIM

TO SOFFIT TRIM

(1'-0" O/C)(0'- 6" O/C)

TO ANG32

TOP AND BOTTOM(2) PER PURLINTEK1 SCREW

SOFFIT TRIMIEF5B

OUTSIDE

SOFFIT COVER TRIM

FST#4 SCREW

TO SOFFIT PANEL

(1'-0" O/C)

CHANNEL

82


SOFFIT CORNER TRIM



PANEL

PANEL SOFFIT TRIM TO(1) FST#14

FST#14

"DOUBLE" J-TRIMPANEL

"DOUBLE"

SOFFITTO SOFFIT PANEL

(1 PER HIGH RIB)

(1'- 0" O/C)SOFFIT COVERSTO SOFFIT PANEL

WALL

EAVE STRUTCOVER

ROOFIEF5B

OUTSIDECLOSURE

IEF5B TRIM

ENDWALL

FST#4 SCREW

EAVE STRUT COVERTO SOFFIT TRIM

FST#4 SCREW

(1'- 0" O/C)

TRIM

83

SPECIAL CONDITIONS Facade

FACADE TRIMS AND SHEETING(FRONT VIEW)

FCT (8,10,11,12)FACADE CAP TRIM

FACADE CAP G

M

SEE SECTION A-A

FACADE

A

A

FACADE PANEL

SD175 SCREW

TO FACADE GIRT

(1'-0" O/C)

SOFFIT PAN

OUTSIDE CLOSURE(OPTIONAL)

BACK SIDEFACADE P



FACADE TRIM TOFACADE PANEL

FBT FACADEBASE TRIM

SEE SECTION A-A


FCT (8,10,11,12)FACADE CAP TRIM


SD150 SCREW(1’-0” O.C.) FACADE PANELTO FACADE GIRT

FACADE CAP GIRT

FACADESOFFIT PANEL

BACK SIDEFACADE PANEL

FACADE BASE GIRT

FACADE SOFFIT PANEL

FACADE EXTERIOR PANEL

FBTFACADE BASE TRIM

WALL PANEL

FACADE PANEL TO

SD175 SCREW

FACADE BASE GIRT

(1'-0" O/C)

FBT TRIM TO

SM75 SCREW

SOFFIT PANEL

(1'-0" O/C)

SOFFIT PANEL TO

SD175 SCREW

FACADE BASE GIRT

(1'-0" O/C)IEF5BSOFFIT TRIM


SOFFIT PANEL

SM75 SCREW

TO SOFFIT TRIM

(1'-0" O/C)

SOFFIT TRIM

SM75 SCREW

TO WALL PANEL

(1'-0" O/C)


SECTION A-A

SD150

SD150

FST#4

FST#4

FST#4



84

SPECIAL CONDITIONS Facade

FACADE TRIMS AND SHEETING(BACKSIDE VIEW)

BOX GUTTERBG#

BUILDING EAVE STRUT

FACADE CAP TRIMFCT (8,10,11,12)

(# = GUTTER WIDTH)

FCT TRIM TO

SM75 SCREW

FACADE PANEL

(1'-0" O/C)

FACADE PA

SD175 SCRE

FACADE CA

(1'-0" O/C)

FACADE PANEL TO

SD175 SCREW

FACADE GIRT

(6" O/C)

ROOF PANEL

SD175 SCREW

TO EAVE STRUT

(6" O/C)

OUTSIDE CLO(OPTIONAL)

(OPTIONAL)INSIDE CLOS

(OPTIONAL)INSIDE CLOSURE


FCT TRIM TOFACADE PANEL

SD150 SCREW(6” O.C.) FACADE PANEL

TO FACADE GIRT

SD150 SCREW(6” O.C.) ROOF PANEL

TO EAVE STRUT

BUILDING EAVE STRUT

INSIDE CLOSUREOPTIONAL

FCT (8, 10, 11, 12)FACADE CAP TRIM

OUTSIDE CLOSUREOPTIONAL

SD150 SCREW (1’-0 O.C)FACADE PANEL TOFACADE CAP GIRT

FACADECAP GIRT

BACK SIDEFACADEPANEL

FACADEGIRT

INSIDE CLOSUREOPTIONAL

BG# BOX GUTTER(# = GUTTER WIDTH)



85

SPECIAL CONDITIONS Hip

FRAMING & TRIM

HIP SUPPORT PLATEHSP

PURLIN

EAVE STRUT

OCK CLOSUREELD CUT)

MASTIC

(FIELD NOTCH LEGS

HIP SUPPORT PLATE

HIP CAP TRIM

SM75 SCREW

TO ROOF PANEL

(1) PER HIGH RIB

1" X 1/8"HIP SUPPORT PLATE

FST#12

TO ROOF PURLIN

(2) PER PURLIN

AT PURLINS / EAVE STRUT)

SD150 SCREW (3” O.C.)ROOF PANEL TOHIP SUPPORT PANEL

FASTENER #12(2) PER PURLINHIP SUPPORT PLATETO ROOF PURLIN

PURLIN

EAVE STRUT

1” x 1/8” MASTIC

BLOCK CLOSURE(FIELD CUT)

FST#4 SCREW(1) PER HIGH RIB

HIP CAP TRIMTO ROOF PANEL

HIPCAPHIP RIDGEFLASHING

Field notch the 2” legs of the hip support plate at the roof purlins to allowthe 8” leg of the support plate to bear on the top flange of the purlin.

ROOF PANEL

NOTE



86

SPECIAL CONDITIONS Valley

VALLEY FRAMING ASSEMBLY VIEW

MAIN BUILDING PURLINS

ADJACENTSUPPORTEDROOF PURLINS

BOTTOM VALLEYSUPPORT PLATE

TOP

VALL

EY S

UPP

OR

T PL

ATE

SEE FOLLOWING PAGES FOR INSTALLATION INSTRUCTIONS.


Subject to change without notice. February 20112

87


1. ATTACH THE TOP VALLEY SUPPORT PLATE TO THE BUILDING PURLINSWITH (2) TEK1 SCREWS PER PURLIN.

VALLEY CENTERLINE

TOP VALLEY SUPPORT PLATE

MAIN BUILDING PURLINS

TOP

VALL

EY S

UPP

OR

T PL

ATE

VALL

EY

CE

NTE

RLI

NE

ADJACENT ROOF RIDGELINE

NOTE



88


MAIN BUILDING PURLINS ADJACENT ROOF PURLINS

1. TEMPORARILY FASTEN THE VAL-LEY PURLIN TO TOP VALLEY SUP-PORT PLATE USING (1) TEK1 SCREWFROM UNDERSIDE OF THE PLATE TOHOLD THE VALLEY PURLIN IN PLACE.

2. PERMANENTLY FASTEN THE VAL-LEY PURLIN TO TOP VALLEY SUP-PORT PLATE USING (2) TEK1 SCREWFROM TOP SIDE OF PLATE TO HOLDTHE VALLEY PURLIN IN PLACE.

VALLEY PURLIN CUT DETAIL

VALLEY BUILDING PURLIN

CU

T D

EP

TH

CUT LENGTH

FOR PROPER ALIGNMENT,THE VALLEY PURLIN SHOULDMEET THE BEND OF THEVALLEY SUPPORT.

TOP

VALL

EY S

UPP

OR

T PL

ATE

NOTES



89


1. PLACE THE BOTTOM VALLEYSUPPORT PLATE BY SLIDING IT UPTHE SLOPE OF THE MAIN BUILD-ING UNTIL IT CONTACTS THE BOT-TOM OF THE VALLEY PURLIN.

2. ATTACH THE BOTTOM VALLEYSUPPORT PLATE TO MAIN BUILD-ING PURLINS USING (2) TEK1SCREWS PER PURLIN.

3. ATTACH THE BOTTOM VALLEYSUPPORT PLATE TO VALLEYBUILDING PURLINS USING (2) TEK1SCREWS PER PURLIN.

TOP VALLEYSUPPORT PLATE VALLEY ROOF PURLIN

MAIN BUILDING PURLIN

BOTTOM VALLEY SUPPORT PLATE

A ATOP

VALL

EY S

UPP

OR

T PL

ATE

BOTTOM VALLEY SUPPORT PLATE

SECTION A-A NOTES



90

FLASHING

(FIELD CUT)INSIDE CLOSURE

MASTIC

ROOF PANEL

EAVE STRUT

(HIGH RIB)

(MINOR RIB)

TRIPLE BEAD TAPE

MINOR RIB TAPE

ROOF PANEL

(FIELD CUT)INSIDE CLOSURE

ROOF PANEL

EAVE STRUTEAVE STRUT

BEAD TAPE

ROOF PANEL

VF-RVALLEY FLASHING

TRIPLE

VALLEY

TRIPLE BEAD TAPE

1"X1/8"


VF-RVALLEYFLASHING

ROOF PANEL

EAVE STRUT

TRIPLE BEAD TAPE

EAVE STRUT

INSIDE CLOSURE(FIELD CUT)

VALLEYFLASHING

ROOF PANEL

1”x1/8” MASTIC

EAVE STRUT

INSIDE CLOSURE(FIELD CUT)

TRIPLE BEADTAPE

ROOF PANEL(HIGH RIB)



91

TRANSVERSE PARTITION AT RIGID FRAME

SPECIAL CONDITIONS Partition Wall

*DO NOT ATTACH THE TPLC TRIM TO LINER PANEL.THE TRIM IS DESIGNED TO ALLOW FOR ROOF DEFLECTION.

TO

W(2

PA

ARTITION PANEL1'-0" O/C)

O BASE / GIRT

D125 SCREW

TEK1 SCREW(1) PER PURLIN

PARTITION TRIM TOROOF PURLIN

TOP OFPANEL

*TPLCPANEL CAP TRIM

SD125 SCREW(1’-0” O.C.)

PARTITION PANELTO BASE / GIRT

PARTITION COLUMN

(2) H50X125 BOLTSWITH WASHERSPARTITION WALLCOLUMN TO RAFTER

RAFTER

PURLIN



92

(TRANSVERSE WALL SHOWN)


TRANSVERSE PARTITION - NOT AT RIGID FRAME

*DO NOT ATTACH THE TPLC TRIM TO LINER PANEL.THE TRIM IS DESIGNED TO ALLOW FOR ROOF DEFLECTION.

PURLIN

PARTITION

PARTITION PANEL1'-0" O/C)

TO BASE / GIRT

SD125 SCREW

PURLIN

PARTITION RAFTER

TEK1 SCREW(2) PER PURLINPARTITION RAFTERTO ROOF PURLIN

TEK1 SCREW(4) PER COLUMNCOLUMN CLIPTO ROOF PURLIN

(2) H50X125 BOLTSWITH WASHERSPARTITION WALLCOLUMN TO RAFTER


PARTITION TRIMTO ROOF PURLIN

TOP OF PANEL

*TPLC PANELCAP TRIM

PARTITION COLUMN

SD125 SCREW(1’-0” O.C.)

PARTITION PANELTO BASE / GIRT



93


LONGITUDINAL COLUMN OR DOOR JAMBTO RAFTER CONNECTION

RAFTERPARTITION

COLUMN ORPARTITION

DOOR JAMBM5(2)LO

BUILDINGPURLIN

TEK1 SCREW(4) PER CLIP

PARTITION RAFTER

PC-2LDCLIP

H50X125(2) PER COLUMNLONGITUDINAL PARTITIONCOLUMN OR DOOR JAMBTO RAFTER

PARTITIONCOLUMN ORDOOR JAMB


PARTITION RAFTERTO ROOF PURLIN



94


LONGITUDINAL COLUMN OR DOOR JAMBTO RIGID FRAME RAFTER CONNECTION

COLUMNNAL

AMB

TERUMN

PURLIN

RAFTER

(2) H50X125 BOLTSWITH WASHERS

PARTITION WALL COLUMNTO RIGID FRAME RAFTER

LONGITUDINALPARTITION COLUMN

OR DOOR JAMB



95


LONGITUDINAL PANEL AND CAP TRIM

PARTITIONIEF5B

ON PANEL

REW)


CAP TRIM

M TO

IEF5B PARTITION CAP TRIM

SD125 SCREW (1’-0” O.C.)PARTITION PANEL TO GIRT OR BASE

IEF5BPARTITONCAP TRIM

FST#4 SCREW(1’ - 0” O.C.)

CAP TRIM TOPARTITION PANEL

REFERENCE LINER PANEL TRIM DETAILS FOR PARTITIONWALL FRAMED OPENINGS AND COLUMN TRIMS.

NOTE

PURLIN



96

BOX GUTTER AT EXISTING BUILDING

SPECIAL CONDITIONS Box Gutter

(6" O.C.)

TO EAVE STRUT

ROOF PANEL

EXISTING ROOF

EXISTING WALL

EAVE STRUT

BOX GUTTER

BOX GUTTER

SD175 SCREW

TO EXISTING W

(1'-0" O/C)

SD175 SCREW

ROOF PANEL

SD150 SCREW(6” O.C.)


EXISTING ROOF

SD150 SCREW(1’-0” O.C.)BOX GUTTER TOEXISTING WALL

ROOF PANELEAVE STRUT

BOX GUTTER

EXISTING WALL



97

GLOSSARY OF TERMSAnchor Bolt PlanA plan view drawing showing thediameter and location of all anchorbolts for the components of the metalbuilding system and may showcolumn reactions (magnitude anddirection). The maximum base platedimensions may also be shown.

AssemblyA group of mutually dependent andcompatible components or subas-semblies of components.

Bar JoistA name commonly used for “OpenWeb Steel Joists”.

Base AngleAn angle secured to a wall or founda-tion used to attach the bottom of thewall paneling.

BayThe space between the main framesmeasured perpendicular to the frame.

Bearing End FrameA structural system consisting of aseries of rafter beams supported bycolumns. Often used as the endframe of a building.

Blind RivetA small headed pin with expandableshank for joining light gauge metal.Typically used to attach flashing,gutter, etc.

BracingAngles or cables used in the plane ofthe roof and walls to transfer loads,such as wind, seismic and cranethrusts to the foundation.

Bypass GirtA wall framing system where the girtsare mounted on the outside of thecolumns.

End BayThe bays adjacent to the endwalls of abuilding. Usually the distance from theendwall to the first interior main framemeasured normal to the endwall.

End FrameA frame located at the endwall of abuilding which supports the loads from aportion of the end bay.

End WallAn exterior wall which is parallel to theinterior main frame of the building.

End Wall ColumnA vertical member located at theendwall of a building which supports thegirts. In beam and column end frames,endwall columns also support the beam.

ErectionThe on-site assembling of fabricatedmetal building system components toform a completed structure.

Erection DrawingsRoof and wall erection (framing) draw-ings that identify individual componentsand accessories furnished by themanufacturer in sufficient detail topermit proper erection of the metalbuilding system.

Expansion JointA break or space in construction to allowfor thermal expansion and contraction ofthe materials used in the structure.

FacadeAn architectural treatment, partiallycovering a wall, usually concealing theeave and/or the rake of the building.

FasciaA decorative trim or panel projectingfrom the face of a wall.

“C” SectionA member formed from steel sheet inthe shape of a block “C”, that may beused either singularly or back toback.

Cap PlateA plate located at the top of a columnor end of a beam for capping theexposed end of the member.

ClipA plate or angle used to fasten two ormore members together.

Closure StripA resilient strip, formed to the contourof ribbed panels and used to closeopenings created by ribbed panelsjoining other components.

ColumnA main member used in a verticalposition on a building to transferloads from main roof beams, trusses,or rafters to the foundation.

CurbA raised edge on a concrete floor slabor roof accessory.

DownspoutA conduit used to carry water fromthe gutter of a building.

EaveThe line along the sidewall formed bythe intersection of the planes of theroof and wall.

Eave HeightThe vertical dimension from finishedfloor to the eave.

Eave StrutA structural member located at theeave of a building which supportsroof and wall paneling.



98

Flange BraceA member used to provide lateral supportto the flange of a structural member.

Flush FramesA wall framing system where theoutside flange of the girts and thecolumns are flush.

Framed OpeningsFraming members and flashing whichsurround an opening.

GableThe triangular portion of the endwallfrom the level of the eave to the ridgeof the roof.

GirtA horizontal structural member that isattached to sidewall or endwall col-umns and supports paneling.

GutterA light gauge metal member at aneave, valley or parapet designed tocarry water from the roof to down-spouts or drains.

HeaderThe horizontal framing member locatedat the top of a framed opening.

HipThe line formed at the intersection oftwo adjacent sloping planes of a roof.

JambThe vertical framing members locatedat the sides of an opening.

Kick-Out (elbow, turn-out)An extension attached to the bottom of adownspout to direct water away from awall.

Lean-ToA structure having only one slope anddepending on another structure forpartial support.

LengthThe dimension of the building mea-sured perpendicular to the mainframing from end wall to end wall.

Liner PanelA metal panel attached to the insideflange of the girts or inside of a wallpanel.

LouverAn opening provided with a fixed ormovable, slanted fins to allow flow of air.

MasticA material used to seal cracks, jointsor laps.

Oil CanningA waviness that may occur in flatareas of light gauge, formed metalproducts. Structural integrity is notnormally affected by this inherentcharacteristic and therefore is onlyan aesthetic issue.

Overhead DoorsDoors constructed in horizontallyhinged sections. They are equippedwith springs, tracks, counter balanc-ers, and other hardware which roll thesections into an overhead position,clear of the opening.

PanelsThe exterior metal roof and wallsheeting of a metal building system.

ParapetThat portion of the vertical wall of abuilding which extends above theroof line.

PeakThe uppermost point of a gable.

Peak SignA sign attached to the peak of abuilding at the endwall showing thebuilding manufacturer.

GLOSSARY OF TERMSPersonnel DoorsA door used by personnel for accessto and exit from a building.

PitchThe peak height of a gabled buildingdivided by its overall span.

Pop RivetSee “Blind Rivet”

PurlinA horizontal structural member whichsupports roof covering.

RafterThe main beam supporting the roofsystem.

RakeThe intersection of the plane of theroof and the plane of the endwall.

Rake AngleAngle fastened to purlins at rake forattachment of endwall panels.

Rake TrimA flashing designed to close theopening between the roof andendwall panels.

RibThe longitudinal raised profile of apanel that provides much of thepanel’s bending strength.

RidgeThe horizontal line formed by oppos-ing sloping sides of a roof runningparallel with the building length.

Ridge CapA transition of the roofing materialsalong the ridge of a roof; sometimescalled ridge roll or ridge flashing.

Glossary continued on next page...



99

Snug TightA tightness of a bolt in a connection thatexists when all plies in a joint are in firmcontact.

SoffitA material which covers the undersideof an overhang.

Steel LineThe surface of the building as formedby the base member, the outside flangeof the girts, and the eave strut or rakeangle.

Stitch ScrewA fastener connecting panels together atthe sidelap.

Temporary BracingMaterials used by erectors to stabilizethe building system during erection.

Translucent Light PanelsPanels used to admit light.

Turn-of-the-Nut MethodA method of pre-tensioning highstrength bolts. The nut is turned fromthe “Snug Tight” position, correspondingto a few blows of an impact wrench orthe full effort of a man using an ordinaryspud wrench, the amount of rotationrequired being a function of the boltdiameter and length.

Valley GutterA channel used to carry off water fromthe “V” of roofs of multi-gabled build-ings.

WidthThe dimension of the building measuredparallel to the main framing fromsidewall to sidewall.

“Z” SectionA member cold formed from steel sheetin the shape of a “Z”.

Rigid FrameA structural frame consisting ofmembers joined together with mo-ment connections so as to render theframe stable with respect to thedesign loads, without need forbracing in its plane.

Roof SlopeThe tangent of the angle that a roofsurface makes with the horizontal,usually expressed in units of verticalrise to 12 units of horizontal run.

Self-Drilling ScrewA fastener which combines thefunctions of drilling and tapping.

Self-Tapping ScrewA fastener which taps its own threadsin a predrilled hole.

Shipping ListA list that enumerates by part numberor description each piece of materialor assembly to be shipped.

Shop Primer PaintThe initial coat of primer paint appliedin the shop.

Side WallAn exterior wall which is perpendicu-lar to the frame of a building system.

SillThe bottom horizontal framingmember of a wall opening such as awindow or a door.

Single SlopeA sloping roof in one plane. The slopeis from one wall to the opposite wall.

Slide DoorA single or double leaf door whichopens horizontally by means ofsliding on an overhead trolley.

GLOSSARY OF TERMS

Bill of MaterialCenter LineDiameterDownspoutElevationEnd WallFar SideFlangeFramed OpeningGaugeNear SideOn CenterQuantitySheet Metal ScrewStandardSide WallTypicalSelf Drilling

BOMCL

DIADS

ELEVEWFS

FLGFOGANS

O.C.QTYSMSSTD.

SWTYP

SD

Common IndustryAbbreviations



Snug TightA tightness of a bolt in a connection thatexists when all plies in a joint are in firmcontact.

SoffitA material which covers the undersideof an overhang.

Steel LineThe surface of the building as formedby the base member, the outside flangeof the girts, and the eave strut or rakeangle.

Stitch ScrewA fastener connecting panels together atthe sidelap.

Temporary BracingMaterials used by erectors to stabilizethe building system during erection.

Translucent Light PanelsPanels used to admit light.

Turn-of-the-Nut MethodA method of pre-tensioning highstrength bolts. The nut is turned fromthe “Snug Tight” position, correspondingto a few blows of an impact wrench orthe full effort of a man using an ordinaryspud wrench, the amount of rotationrequired being a function of the boltdiameter and length.

Valley GutterA channel used to carry off water fromthe “V” of roofs of multi-gabled build-ings.

WidthThe dimension of the building measuredparallel to the main framing fromsidewall to sidewall.

“Z” SectionA member cold formed from steel sheetin the shape of a “Z”.

Rigid FrameA structural frame consisting ofmembers joined together with mo-ment connections so as to render theframe stable with respect to thedesign loads, without need forbracing in its plane.

Roof SlopeThe tangent of the angle that a roofsurface makes with the horizontal,usually expressed in units of verticalrise to 12 units of horizontal run.

Self-Drilling ScrewA fastener which combines thefunctions of drilling and tapping.

Self-Tapping ScrewA fastener which taps its own threadsin a predrilled hole.

Shipping ListA list that enumerates by part numberor description each piece of materialor assembly to be shipped.

Shop Primer PaintThe initial coat of primer paint appliedin the shop.

Side WallAn exterior wall which is perpendicu-lar to the frame of a building system.

SillThe bottom horizontal framingmember of a wall opening such as awindow or a door.

Single SlopeA sloping roof in one plane. The slopeis from one wall to the opposite wall.

Slide DoorA single or double leaf door whichopens horizontally by means ofsliding on an overhead trolley.

GLOSSARY OF TERMS

Bill of MaterialCenter LineDiameterDownspoutElevationEnd WallFar SideFlangeFramed OpeningGaugeNear SideOn CenterQuantitySheet Metal ScrewStandardSide WallTypicalSelf Drilling

BOMCL

DIADS

ELEVEWFS

FLGFOGANS

O.C.QTYSMSSTD.

SWTYP

SD

Common IndustryAbbreviations



Notes:

Corle Building Systems404 Sarah Furnace Road

Imler, PA 16655

Phone: 814-276-9611FAX: 814-276-3307

Web: www.corle.comEmail: [email protected]

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