POST AND BEAM ENDWALL DETAILSAB0005 - COLD FORMED ENDWALL ERECTION NOTE DETAILAB0010 - LOW EAVE - CF RAFTERAB0011 - LOW EAVE - CF RAFTER AT MASONRYAB0020 - LOW EAVE - BU RAFTERAB0025 - LOW EAVE - BU RAFTER (COL. ROTATED 90°)AB0030 - INTERIOR - CF RAFTER (SIMPLE SPAN)AB0040 - INTERIOR - CF RAFTERS (LAPPED)AB0045 - INTERIOR - CF RAFTERS (CONTINUOUS)AB0050 - INT. COL. TO RAFTER CONNECTION, W/BU & CF RAFTERS @ OPP. SIDESAB0070 - BU RAFTERS (SIMPLE SPAN)AB0080 - BU RAFTER (CONTINUOUS)AB0090 - HIGH EAVE - CF RAFTERAB0095 - HIGH EAVE - CF RAFTER (COL. ROTATED 90°)AB0098 - HIGH EAVE PARAPET - CF RAFTERAB0099 - EW CEE COLUMN TO RAFTER CONNECTIONAB0110 - EW CEE COL TO RIDGE RAFTER CONNAB0120 - RIDGE COL. TO RAF. CONNECTION, W/ BU & CF RAFTERS @ OPP. SIDESAB0150 - EW RAFTER RIDGE CONNAB0200 - ENDWALL PIGGY-BACK CEE COLUMN TO RAFTER CONNAB0210 - ENDWALL PIGGY-BACK CEE COLUMN TO RAFTER CONNAB0220 - ENDWALL PIGGY-BACK CEE COLUMN TO RAFTER CONNAB0230 - ENDWALL PIGGY-BACK CEE COLUMN TO RIDGE RAFTER CONNAB0240 - ENDWALL PIGGY-BACK CEE COLUMN TO RAFTER CONNAB0250 - ENDWALL PIGGY-BACK CEE COLUMN TO RIDGE RAFTER CONNAB0510 - EW COL TO RAFTER CONNAB0515 - EW COL TO RAFTER CONNAB0516 - LOW EAVE COL. CF RAFTER @ MASONRY WALL (COL. ROT. 90 DEG)AB0517 - LOW EAVE COL. CF RAFTER @ MASONRY WALL (COL. ROT. 90 DEG)AB0530 - CF RAFTERS (SIMPLE SPAN)AB0535 - CF RAFTER (SIMPLE SPAN-COLUMN ROTATED 90 DEG)AB0540 - CF RAFTER (LAPPED)AB0545 - COLUMN TO CF RAFTER (CONTINUOUS)AB0550 - INTERMEDIATE COL. CONN. (SIMPLE SPAN W/ BU & CF RAF. @ OPP. SIDES)

TABLE OF CONTENTS

AB0560 - BU RAFTER LEFT CF RAFTER RIGHTAB0590 - HIGH EAVE (CF RAFTER)AB0595 - EW COL TO RAFTER (COL ROTATED 90° @ HIGH EAVE)AB0598 - EW COL. TO RAF. CONNECTION (HIGH EAVE @ PARAPET BY OTHERS)AB0599 - 90° ROTATED EW COL TO RAFTER CONN @ H EAVE (WITH PARAPET)AB0610 - EW COL TO CF RAFTER CONN (@ RIDGE)AB0620 - RIDGE (BU RAFTER RIGHT, CF RAFTER LEFT)

AND PRACTICALITY OF INDIVIDUAL SITUATIONS.THIS DETAIL IS SUGGESTED IN ORDER TO MAINTAIN STRUCTURAL INTEGRITY OF ENDWALL PARTS AFTER ERECTION.

4)

BUILT-UP COLUMNS/RAFTERS MUST BE ERECTED INDIVIDUALLY WHEN USED WITH COLD FORMED ENDWALL PARTS

LC

PICK POINT

GIRTS

SPREADER BAR

(TYPICAL)

3 SPANS MAXIMUM

BRACINGWIND

A

COLD FORMED ENDWALL ERECTOR DETAIL1) GIRTS, CLIPS, RAFTERS AND COLUMNS MUST BE SECURELY AND TIGHTLY BOLTED TOGETHER PRIOR TO STANDING UP THE ENDWALL SECTION. (NOTE: THE GIRTS PROVIDE STABILITY TO THE ENDWALL SYSTEM DURING THE ERECTION PROCESS)

STRAP

LIFT

CORRECT

COLD-FORMEDRAFTER

STRAP

COLD-FORMEDRAFTER

LIFT

THIS WILL CAUSETHE RAFTER TOTWIST.

AB00

05

REGULATIONS SET FORTH BY THE OCCUPATIONAL SAFETY AND HEALTH ACT, LOCAL, STATE, AND/OR FEDERAL AGENCIES SHOULD BE ADHERED TO AT ALL TIMES. THE METAL BUILDING SUPPLIER IS NOT RESPONSIBLE FOR INJURY, DAMAGE, OR FAILURE WHICH MAY RESULT FROM FAILING TO MEET ANY OF THESE REGULATIONS.

SECTION A

2)

3)

6'-0" MINIMUM 8'-0"MAXIMUM

6'-0" MINIMUM 8'-0"MAXIMUM

INCORRECT

AB0005

1) N/A

Detail Size (W x H) :

By :: CERTIFIED ERECTION DETAILSIssued

Issued

Detailer Notes:

Download the DWG file by clicking here.

POST & BEAM ENDWALLPRIMARY FRAMING

AB0005 - COLD FORMED ENDWALL ERECTION NOTE DETAIL

08.16.19 2018.057

SAA

2 x 2

dtls/ab0010.dwg

dtls/ab0011.dwg

EW CEE COLUMN TO RAFTER CONN

REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS

2"

COLUMN TOP CLIP FACTORY WELDED TO COLUMN

1'-4"

CEE ENDWALL COLUMN

SINGLE OR DOUBLE

A

SINGLE OR DOUBLE

CEE ENDWALL COLUMN

RAFTER

L

1/4"

S

A325 BOLTS H0603

(4) 1/2"Ø X 2"

NUTS H0300

SECTION A

RAFTER

OFCL 4"

SL

STIFFENER,IF REQUIRED

- 1 1/8" GAGE @ 4" RAFTER FLANGE

- 1 1/2" GAGE @ GREATER THAN 4" RAFTER FLANGE**

*

*

AB0020

1) N/A

Detail Size (W x H) :By :

: CERTIFIED ERECTION DETAILSIssuedIssued

Detailer Notes:

Download the DWG file by clicking here.

POST & BEAM ENDWALLPRIMARY FRAMING

AB0020 - LOW EAVE - BU RAFTER

08.16.19 2018.057SAA

1 x 1

EW CEE COLUMN TO RAFTER CONN

AB0025

SECTION A

CEE ENDWALL COLUMNSINGLE OR DOUBLE

REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS

A

COLUMN TOP CLIP FACTORY WELDED TO COLUMN

8" OR 12"

CEE ENDWALL COLUMNSINGLE OR DOUBLE

1/4"

LS A325 BOLTS H0603NUTS H0300

(4) 1/2"Ø X 2"

RAFTER

OFCL

RAFTER

SL

2"

STIFFENER,IF REQUIRED

3"1"

SEE_PLAN

SEE_PLAN

- 1 1/8" GAGE @ 4" RAFTER FLANGE

- 1 1/2" GAGE @ GREATER THAN 4" RAFTER FLANGE**

*

*

SL TO FACE OF COL.

FRAME OFFSET

1) N/A

Detail Size (W x H) :By :

: CERTIFIED ERECTION DETAILSIssuedIssued

Detailer Notes:

Download the DWG file by clicking here.

POST & BEAM ENDWALLPRIMARY FRAMING

AB0025 - LOW EAVE - BU RAFTER (COL. ROTATED 90°)

08.16.19 2018.057SAA

1 x 1

EW CEE COLUMN TO RAFTER CONN

AB0030REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS

1 1/2"

A325 BOLTS H0603

(8) 1/2"Ø X 2"

RAFTER

2"

COLUMN TOP CLIP FACTORY WELDED TO COLUMN

SINGLE OR DOUBLECEE ENDWALL COLUMN

A

(SIMPLE SPAN)

CEE ENDWALL COLUMNSINGLE OR DOUBLE

1/4"

1 1/2"

1'-9"

RAFTER

1'-9"

MK. EWA02CLIP

NUTS H0300

SECTION A

2"

RAFTER

OFLC 4"

SL

1) N/A

Detail Size (W x H) :By :

: CERTIFIED ERECTION DETAILSIssuedIssued

Detailer Notes:

Download the DWG file by clicking here.

POST & BEAM ENDWALLPRIMARY FRAMING

AB0030 - INTERIOR - CF RAFTER (SIMPLE SPAN)

08.16.19 2018.057SAA

1 x 1

REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS

(10) 1/2"Ø X 2"

A325 BOLTS H0603

1 1/2"

NUTS H0300

RAFTER

2"

COLUMN TOP CLIP FACTORY WELDED TO COLUMN

BOLTS REQ'D ONLY AS SHOWN, NOT @ ALL HOLES

CEE ENDWALL COLUMNSINGLE OR DOUBLE

A

(LAPPED RAFTER)

CEE ENDWALL COLUMNSINGLE OR DOUBLE

1 1/2"

7'-0"

3'-2 1/2"2"

3'-2 1/2"1 1/2"

2"

SECTION A

2"

OF

RAFTERLC 4"

SL

EW CEE COLUMN TO RAFTER CONN

AB0040

1) N/A

Detail Size (W x H) :By :

: CERTIFIED ERECTION DETAILSIssuedIssued

Detailer Notes:

Download the DWG file by clicking here.

POST & BEAM ENDWALLPRIMARY FRAMING

AB0040 - INTERIOR - CF RAFTERS (LAPPED)

08.16.19 2018.057SAA

1 x 1

EW CEE COLUMN TO RAFTER CONN

AB0045REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS

1 1/2"

2"

COLUMN TOP CLIP FACTORY WELDED TO COLUMN

SINGLE OR DOUBLECEE ENDWALL COLUMN

A

CEE ENDWALL COLUMNSINGLE OR DOUBLE

1 1/2"

A325 BOLTS H0603(6) 1/2"Ø X 2"

NUTS H0300

MK. EWA01CLIP

RAFTER

SECTION A

2"

OF

RAFTER

CL 4"

SL

(CONTINUOUS RAFTER)

1) N/A

Detail Size (W x H) :By :

: CERTIFIED ERECTION DETAILSIssuedIssued

Detailer Notes:

Download the DWG file by clicking here.

POST & BEAM ENDWALLPRIMARY FRAMING

AB0045 - INTERIOR - CF RAFTERS (CONTINUOUS)

08.16.19 2018.057SAA

1 x 1

EW CEE COLUMN TO RAFTER CONN

AB0050

1 1/2"

BOLT COLUMN TO RAFTER FLANGS AS SHOWN

REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS

2"

COLUMN TOP CLIP FACTORY WELDED TO COLUMN

SINGLE OR DOUBLECEE ENDWALL COLUMN

A

REQUIRED @MARK GCB03

RAFTERS ONLYCOLD-FORMED

CLIP

SINGLE OR DOUBLECEE ENDWALL COLUMN

A325 BOLTS H0603

(2) 1/2"Ø X 2"

COLD-FORMED

NUTS H0300

RAFTER

1/4"

1 1/2"

RAFTERBUILT-UP

COLD-FORMED SHOWNBUILT-UP SIMILAR

SECTION A

2"

4"

RAFTER

OFCL 4"

SL

COLD FORMED RAFTER SHOWN ON LEFT SIDE

BU/HR ON RIGHT. OPPOSITE POSITIONS SIMILAR

A325 BOLTS H0603

(4) 1/2"Ø X 2"

NUTS H0300

1) N/A

Detail Size (W x H) :By :

: CERTIFIED ERECTION DETAILSIssuedIssued

Detailer Notes:

Download the DWG file by clicking here.

POST & BEAM ENDWALLPRIMARY FRAMING

AB0050 - INT. COLUMN TO RAFTER CONNECTION, W/BU & CF RAFTERS @ OPP. SIDES

08.16.19 2018.057SAA

1 x 1

dtls/ab0070.dwg

EW CEE COLUMN TO RAFTER CONN

AB0080

2"

COLUMN TOP CLIP FACTORY WELDED TO COLUMN

REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS

CEE ENDWALL COLUMN

SINGLE OR DOUBLE

A

(CONTINUOUS RAFTER)

SINGLE OR DOUBLE

CEE ENDWALL COLUMN

NUTS H0300

(4) 1/2"Ø X 2"

A325 BOLTS H0603

STIFFENER, RAFTER

SECTION A

RAFTER

CL OF 4"

LSIF REQUIRED

- 1 1/8" GAGE @ 4" RAFTER FLANGE

- 1 1/2" GAGE @ GREATER THAN 4" RAFTER FLANGE**

*

*

1) N/A

Detail Size (W x H) :By :

: CERTIFIED ERECTION DETAILSIssuedIssued

Detailer Notes:

Download the DWG file by clicking here.

POST & BEAM ENDWALLPRIMARY FRAMING

AB0080 - BU RAFTER (CONTINUOUS)

08.16.19 2018.057SAA

1 x 1

EW CEE COLUMN TO RAFTER CONN

AB0090

1 1/2"

CEE ENDWALL COLUMN

2"

REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTSCOLUMN TOP CLIP FACTORY WELDED TO COLUMN

SINGLE OR DOUBLECEE ENDWALL COLUMN

A

1'-4"

SINGLE OR DOUBLE

1/4"

1 1/2"

RAFTER

A325 BOLTS H0603

(6) 1/2"Ø X 2"

NUTS H0300

MK. EWA01CLIP

LS

SECTION A

2"

OF

RAFTER

CL 4"

SL

SEE SECONDARY DETAILSFOR HIGH EAVE SUPPORTMEMBER & CONNECTION

1) N/A

Detail Size (W x H) :By :

: CERTIFIED ERECTION DETAILSIssuedIssued

Detailer Notes:

Download the DWG file by clicking here.

POST & BEAM ENDWALLPRIMARY FRAMING

AB0090 - HIGH EAVE - CF RAFTER

08.16.19 2018.057SAA

1 x 1

EW CEE COLUMN TO RAFTER CONN

AB0095REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS

SINGLE OR DOUBLECEE ENDWALL COLUMN

A

COLUMN TOP CLIP FACTORY WELDED TO COLUMN

SINGLE OR DOUBLECEE ENDWALL COLUMN

8" OR 12"

SECTION A

2"

1/4"

MK. EWA01CLIP

NUTS H0300

1 1/2"

(6) 1/2"Ø X 2"

A325 BOLTS H0603

1 1/2"

RAFTERLC OFRAFTER

LS

SL2"

3"1"

SEE_PLAN

SEE_PLAN

FACE OF COL. TO SL

SEE SECONDARY DETAILSFOR HIGH EAVE SUPPORTMEMBER & CONNECTION

FRAME OFFSET

1) N/A

Detail Size (W x H) :By :

: CERTIFIED ERECTION DETAILSIssuedIssued

Detailer Notes:

Download the DWG file by clicking here.

POST & BEAM ENDWALLPRIMARY FRAMING

AB0095 - HIGH EAVE - CF RAFTER (COL. ROTATED 90°)

08.16.19 2018.057SAA

1 x 1

EW CEE COLUMN TO RAFTER CONNECTION

AB0098

SINGLE CEE ENDWALLRAFTER

REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS

PARAPET WALL BY

OTHERS

OF RAFTER

CENTERLINE

ENDWALL STEEL LINE

STEEL LINE AND

OUTSIDE FACE OF WALL

2"

USE (6) 1/2"Ø x 2" A325 BOLTS (MK. H0603) & NUTS (MK. H0300)

COLUMN TOP CLIP FACTORY WELDED TO COLUMN

CENTERLINE OF

COLUMN

SINGLE OR DOUBLE

CEE ENDWALL

COLUMN

A

2"

1'-4"

COLUMN

EWA01

CLIP

MK. EWA01

1 1/2" 1 1/2"

RAFTER

1 1/2"

SECTION A

1 1/2"

4"

1) N/A

Detail Size (W x H) :By :

: CERTIFIED ERECTION DETAILSIssuedIssued

Detailer Notes:

Download the DWG file by clicking here.

POST & BEAM ENDWALLPRIMARY FRAMING

AB0098 - HIGH EAVE PARAPET - CF RAFTER

08.16.19 2018.057SAA

1 x 1

EW CEE COLUMN TO RAFTER CONNECTION

AB0099

SINGLE CEE

ENDWALL RAFTER

PARAPET WALL

BY OTHERS

OF RAFTER

CENTERLINE

ENDWALL STEEL LINE

STEEL LINE AND

OUTSIDE FACE OF WALL

OUTSIDE FACE

OF COLUMN

SINGLE OR DOUBLE

CEE ENDWALL

COLUMN

A

COLUMN

EWA01

CLIP MK. EWA01

1 1/2"

RAFTER

1 1/2"

SECTION A

1 1/2"

3"1"

1 1/2"

COLUMN TOP CLIP FACTORY WELDED TO COLUMN

USE (6) 1/2"Ø x 2" A325 BOLTS (MK. H0603) & NUTS (MK. H0300)

REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS

C

D

2"

1) N/A

Detail Size (W x H) :By :

: CERTIFIED ERECTION DETAILSIssuedIssued

Detailer Notes:

Download the DWG file by clicking here.

POST & BEAM ENDWALLPRIMARY FRAMING

AB0099 - EW CEE COLUMN TO RAFTER CONNECTION

08.16.19 (2018.057)SAA

1 x 1

dtls/ab0110.dwg

EW CEE COL TO RIDGE RAFTER CONN

AB0120

LS

1 1/2"1 1/2"

OFLRAFTER

1 1/2"

2"4"

4"

SECTION A

2"

1/4"1/4"

A

AB

0120

C

BOLT COLUMN TO RAFTER FLANGES AS SHOWN

REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS

SINGLE OR DOUBLE

CEE ENDWALL COLUMN

CLIP MK. GCB03

REQUIRED @

COLD-FORMED

RAFTERS ONLY

COLD-FORMEDRAFTER

A325 BOLTS H0603

NUTS H0300

(2) 1/2"Ø X 2"

BUILT-UP

RAFTER

SINGLE OR DOUBLE

CEE ENDWALL COLUMN

COLD-FORMED SHOWN

BUILT-UP SIMILAR

COLD FORMED RAFTER SHOWN ON LEFT SIDE,

BU/HR ON RIGHT. OPPOSITE POSITION SIMILAR.

A325 BOLTS H0603

NUTS H0300

(4) 1/2"Ø X 2"

1) N/A

Detail Size (W x H) :By :

: CERTIFIED ERECTION DETAILSIssuedIssued

Detailer Notes:

Download the DWG file by clicking here.

POST & BEAM ENDWALLPRIMARY FRAMING

AB0120 - RIDGE COLUMN TO RAFTER CONNECTION, W/ BU & CF RAFTERS @ OPP. SIDES

08.16.19 2018.057SAA

1 x 1

EW RAFTER RIDGE CONN

AB0150

AB

0150

1/4"

L RIDGEC

1/4"

2"4"

1 1/2"

REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS

(8) 1/2"Ø X 2"

A325 BOLTS H0603

NUTS H0300

8" COLD-FORMED

RAFTER

12" COLD-FORMED

RAFTER

CLIP

MK. NCR__

1) N/A

Detail Size (W x H) :By :

: CERTIFIED ERECTION DETAILSIssuedIssued

Detailer Notes:

Download the DWG file by clicking here.

POST & BEAM ENDWALLPRIMARY FRAMING

AB0150 - EW RAFTER RIDGE CONN

08.16.19 2018.057SAA

1 x 1

AB0200

T-CLIP

MK. ECE__

1 1/

4"3

1/2"

SINGLE OR

DOUBLE ENDWALL

CEE COLUMN

CL

3"B

RA

CIN

G S

LOT

LO

CA

TIO

N

(IF

RE

QU

IRE

D)

RAFTER

SECTION A

CL OF

LS

4"

A

RAFTER SHOWN

(COLUMN SIMILAR)

3"

SINGLE OR

DOUBLE ENDWALL

CEE COLUMN

4"

- 1 1/8" GAGE @ 4" RAFTER FLANGE

- 1 1/2" GAGE @ GREATER THAN 4" RAFTER FLANGE*

ENDWALL PIGGY-BACK CEE

COLUMN TO RAFTER CONNUSE (8) 1/2" Ø X 2" A325 BOLTS H0603 / NUTS H0300

REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS

STIFFENER,

IF REQUIRED

**

*

*

1) N/A

Detail Size (W x H) :By :

: CERTIFIED ERECTION DETAILSIssuedIssued

Detailer Notes:

Download the DWG file by clicking here.

POST & BEAM ENDWALLPRIMARY FRAMING

AB0200 - ENDWALL PIGGY-BACK CEE COLUMN TO RAFTER CONN

08.16.19 2018.057SAA

1 x 1

AB0210

SINGLE OR DOUBLE

ENDWALL CEE COLUMN

RAFTER

A

2" 3'-2 1/2"

1 1/4"

3'-2 1/2"1 1/2"

1 1/2"

7'-0"2"

SECTION A

1 1/2"

RAFTER

CL OF 4"LS

3"

4"

3"B

RA

CIN

G S

LOT

LO

CA

TIO

N

(IF

RE

QU

IRE

D)

T-CLIP

MK. ECE__

ENDWALL PIGGY-BACK CEE

COLUMN TO RAFTER CONNLAPPED COLD-FORM RAFTER

USE (8) 1/2" Ø X 2" A325 BOLTS H0603 / NUTS H0300

REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS

BOLTS REQUIRED ONLY AS SHOWN, NOT @ ALL HOLES

3 1/2"

(6) 1/2" Ø X 2" A325

BOLTS H0603 / NUTS H0300

(AT RAFTER LAP ONLY)

1) N/A

Detail Size (W x H) :By :

: CERTIFIED ERECTION DETAILSIssuedIssued

Detailer Notes:

Download the DWG file by clicking here.

POST & BEAM ENDWALLPRIMARY FRAMING

AB0210 - ENDWALL PIGGY-BACK CEE COLUMN TO RAFTER CONN

08.16.19 2018.057SAA

1 x 1

AB0220

SINGLE OR DOUBLE

ENDWALL CEE COLUMN

A

BR

AC

ING

SLO

T L

OC

AT

ION

(IF

RE

QU

IRE

D)

1 1/2"

3"

1 1/2"

1 1/4"

3 1/2"

3"

4"

SECTION A

CLIP MK. EWA01

T-CLIP

MK. ECE__

RAFTER

1 1/2"

L OF

RAFTER

C 4"SL

2"

ENDWALL PIGGY-BACK CEE

COLUMN TO RAFTER CONNSINGLE COLD-FORM RAFTER

USE (10) 1/2" Ø X 2" A325 BOLTS H0603 / NUTS H0300

REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS

1) N/A

Detail Size (W x H) :By :

: CERTIFIED ERECTION DETAILSIssuedIssued

Detailer Notes:

Download the DWG file by clicking here.

POST & BEAM ENDWALLPRIMARY FRAMING

AB0220 - ENDWALL PIGGY-BACK CEE COLUMN TO RAFTER CONN

08.16.19 2018.057SAA

1 x 1

AB0230

C 4"

2"

1 1/2"

RAFTER

L OFSL

1/4" 1/4"

1'-9"1 1/2"1 1/2" 1'-9"

A

SECTION A

3 1/2"

1 1/4"

3"

4"

CLIP MK. EWA__

RAFTER

BR

AC

ING

SLO

T L

OC

AT

ION

(IF

RE

QU

IRE

D)

3"

SINGLE OR DOUBLE

ENDWALL CEE COLUMN

T-CLIP

MK. ECF__

ENDWALL PIGGY-BACK CEE

COLUMN TO RIDGE RAFTER CONNCOLD FORM RIDGE RAFTER CONNECTION

USE (12) 1/2" Ø X 2" A325 BOLTS H0603 / NUTS H0300

REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS

1) N/A

Detail Size (W x H) :By :

: CERTIFIED ERECTION DETAILSIssuedIssued

Detailer Notes:

Download the DWG file by clicking here.

POST & BEAM ENDWALLPRIMARY FRAMING

AB0230 - ENDWALL PIGGY-BACK CEE COLUMN TO RIDGE RAFTER CONN

08.16.19 2018.057SAA

1 x 1

AB0240

SINGLE OR DOUBLE

ENDWALL CEE COLUMN

RAFTER

3"A

BR

AC

ING

SLO

T L

OC

AT

ION

(IF

RE

QU

IRE

D)

3 1/2"

1 1/4"

3"

SECTION A

4"

S

RAFTER

L OFC 4"L

T-CLIP

MK. ECE__

- 1 1/8" GAGE @ 4" RAFTER FLANGE

- 1 1/2" GAGE @ GREATER THAN 4" RAFTER FLANGE*

ENDWALL PIGGY-BACK CEE

COLUMN TO RAFTER CONNCONTINUOUS BUILT-UP / HOT-ROLLED RAFTER

USE (8) 1/2" Ø X 2" A325 BOLTS H0603 / NUTS H0300

REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS

*

*

STIFFENER,

IF REQUIRED

1) N/A

Detail Size (W x H) :By :

: CERTIFIED ERECTION DETAILSIssuedIssued

Detailer Notes:

Download the DWG file by clicking here.

POST & BEAM ENDWALLPRIMARY FRAMING

AB0240 - ENDWALL PIGGY-BACK CEE COLUMN TO RAFTER CONN

08.16.19 2018.057SAA

1 x 1

AB0250

A 3"

SECTION ABR

AC

ING

SLO

T L

OC

AT

ION

(IF

RE

QU

IRE

D)

SINGLE OR DOUBLE

ENDWALL CEE COLUMN 4"

3 1/2" T-CLIP

MK. ECF__

1 1/4"

3"

1/4" 1/4"RAFTER

RAFTER

CL OF 4"LS

1 1/2" 1 1/2"

ENDWALL PIGGY-BACK CEE

COLUMN TO RIDGE RAFTER CONNBUILT-UP / HOT-ROLLED RIDGE RAFTER CONNECTION

USE (8) 1/2" Ø X 2" A325 BOLTS H0603 / NUTS H0300

REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS

*

**

- 1 1/8" GAGE @ 4" RAFTER FLANGE

- 1 1/2" GAGE @ GREATER THAN 4" RAFTER FLANGE

1) N/A

Detail Size (W x H) :By :

: CERTIFIED ERECTION DETAILSIssuedIssued

Detailer Notes:

Download the DWG file by clicking here.

POST & BEAM ENDWALLPRIMARY FRAMING

AB0250 - ENDWALL PIGGY-BACK CEE COLUMN TO RIDGE RAFTER CONN

08.16.19 2018.057SAA

1 x 1

EW COL TO RAFTER CONN

AB0510

ENDWALL RAFTER

1'-4"

LS

1/4"

1 1/2"

LS

4"

RAFTER

OFCL

SECTION A

A2"

1 1/2"

REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS

ENDWALL

COLUMN

ENDWALL

COLUMN

CLIP MK. EWA01

(6) 1/2"Ø X 2"

A325 BOLTS H0603

NUTS H0300

1) N/A

Detail Size (W x H) :By :

: CERTIFIED ERECTION DETAILSIssuedIssued

Detailer Notes:

Download the DWG file by clicking here.

POST & BEAM ENDWALLPRIMARY FRAMING

AB0510 - EW COL TO RAFTER CONN

08.16.19 2018.057SAA

1 x 1

EW COL TO RAFTER CONN

AB0515

A

SECTION A

2"

1 1/2"

1/4"

LS

1 1/2"

RAFTER

OF

LS

CL

SEE_PLAN

SEE_PLAN

REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS

ENDWALL COLUMN

(6) 1/2"Ø X 2"

A325 BOLTS H0603

NUTS H0300

ENDWALL COLUMN

CLIP MK. EWA01

RAFTER

SL TO FACE OF COLUMN

FRAME OFFSET

1) N/A

Detail Size (W x H) :By :

: CERTIFIED ERECTION DETAILSIssuedIssued

Detailer Notes:

Download the DWG file by clicking here.

POST & BEAM ENDWALLPRIMARY FRAMING

AB0515 - EW COL TO RAFTER CONN

08.16.19 2018.057SAA

1 x 1

1 1/

2"

SECTION A

A

STEEL LINE

1 1/2" 1 1/2"

C OFLRAFTER

2"

1 1/

2"

2"

4"

STEEL LINE

EW COLUMN TO RAFTER AT MASONRY

AB0516COLUMN TOP CLIP FACTORY WELDED TO COLUMN

REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS

REFERENCE ROOF FRAMING PLAN FOR EAVE PURLIN BOLT REQUIRMENTS

CLIP MK. GXC__

WITH (6) 1/2" x 2"

A325 BOLTS (MK. H0603)

AND NUTS (MK. H0300)

COLD-FORMED

ENDWALL RAFTER

CLIP MK. EWA01

WITH (6) 1/2" x 2"

A325 BOLTS (MK. H0603)

AND NUTS (MK. H0300)

WALL SYSTEM BY OTHERS

ENDWALL COLUMN

FACE OF COLUMNSEE_PLAN

SEPERATE DETAIL INCLUDED

FOR EAVE MEMBER

ATTACHMENT INFORMATION.

(SEE ROOF PLAN)

Detail Size (W x H) :By :

: CERTIFIED ERECTION DETAILSIssuedIssued

Detailer Notes:

Download the DWG file by clicking here.

POST & BEAM ENDWALLPRIMARY FRAMING

AB0516 -LOW EAVE COL. CF RAFTER @ MASONRY WALL (COL. ROT. 90 DEG)

08.16.19 2018.057SAA

1 x 1

1) DETAILER MUST CREATE SPECIAL DETAIL FOR EAVE STRUT CONN. AND PLACE CALL OUT ON ROOF

PLAN. DETAIL TO INCLUDE: GXC- PART MARK & ATTACHING HARDWARE MARKS & QUANTITY.

EW COLUMN TO RAFTER AT MASONRY

AB0517COLUMN TOP CLIP FACTORY WELDED TO COLUMN

REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS

REFERENCE ROOF FRAMING PLAN FOR EAVE PURLIN BOLT REQUIRMENTS

1 1/

2"

SECTION A

A

STEEL LINE

1 1/2"1 1/2"

C OFLRAFTER

2"

1 1/

2"

2"

4"

STEEL LINE

1'-4"

CLIP MK. GXC__

WITH (4) 1/2" x 2"

A325 BOLTS (MK. H0603)

AND NUTS (MK. H0300)

COLD-FORMED

ENDWALL RAFTER

CLIP MK. EWA01

WITH (6) 1/2" x 2"

A325 BOLTS (MK. H0603)

AND NUTS (MK. H0300)

WALL SYSTEM

BY OTHERS

ENDWALL COLUMN

SEPERATE DETAIL INCLUDED

FOR EAVE MEMBER

ATTACHMENT INFORMATION.

(SEE ROOF PLAN)

1) DETAILER MUST CREATE SPECIAL DETAIL FOR EAVE STRUT CONN. AND PLACE CALL OUT ON ROOF

PLAN. DETAIL TO INCLUDE: GXC- PART MARK & ATTACHING HARDWARE MARKS & QUANTITY.

Detail Size (W x H) :By :

: CERTIFIED ERECTION DETAILSIssuedIssued

Detailer Notes:

Download the DWG file by clicking here.

POST & BEAM ENDWALLPRIMARY FRAMING

AB0517 - LOW EAVE COL. CF RAFTER @ MASONRY WALL (COL. ROT. 90 DEG)

08.16.19 2018.057SAA

1 x 1

EW COL TO RAFTER CONN

AB0530(SIMPLE SPAN RAFTER)

REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS

SECTION A

A1 1/2"

2"

1'-9"

1 1/2"

1/4"

1'-9"C

RAFTER

OFL 4"

SL

ENDWALL

COLUMN

ENDWALL

COLUMN

ENDWALL RAFTER

CLIP MK. EWA02

A325 BOLTS H0603

NUTS H0300

(8) 1/2"Ø X 2"

1) N/A

Detail Size (W x H) :By :

: CERTIFIED ERECTION DETAILSIssuedIssued

Detailer Notes:

Download the DWG file by clicking here.

POST & BEAM ENDWALLPRIMARY FRAMING

AB0530 - CF RAFTERS (SIMPLE SPAN)

08.16.19 2018.057SAA

1 x 1

EW COLUMN TO RAFTER CONN

AB0535(SIMPLE SPAN)

COLUMN TOP CLIP FACTORY WELDED TO COLUMN

REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS

A

1'-9"1 1/2"

1/4"

2"

1 1/2"

SECTION A

RAFTER1'-9"

CL OF

LS

BUILT-UP

ENDWALL COLUMN

RAFTER

BUILT-UP

ENDWALL COLUMN

CLIP MK. EWA02

A325 BOLTS H0603

NUTS H0300

(8) 1/2"Ø X 2"

RAFTER

SEE_PLAN

1) N/A

Detail Size (W x H) :By :

: CERTIFIED ERECTION DETAILSIssuedIssued

Detailer Notes:

Download the DWG file by clicking here.

POST & BEAM ENDWALLPRIMARY FRAMING

AB0535 - CF RAFTER (SIMPLE SPAN-COLUMN ROTATED 90 DEG)

08.16.19 2018.057SAA

1 x 1

EW COL TO RAFTER CONN

AB0540(LAPPED RAFTER)

REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS

1 1/2"

A

7'-0"

1 1/2"

3'-2 1/2"2"

1 1/2" 3'-2 1/2" 2"

SECTION A

2"

S

RAFTER

OFCL 4"

L

BOLTS REQ'D ONLY AS SHOWN, NOT @ ALL HOLES

ENDWALL

COLUMN ENDWALL

COLUMN

RAFTER

A325 BOLTS H0603

NUTS H0300

(10) 1/2"Ø X 2"

1) N/A

Detail Size (W x H) :By :

: CERTIFIED ERECTION DETAILSIssuedIssued

Detailer Notes:

Download the DWG file by clicking here.

POST & BEAM ENDWALLPRIMARY FRAMING

AB0540 - CF RAFTER (LAPPED)

08.16.19 2018.057SAA

1 x 1

EW COL TO RAFTER CONN

AB0545(CONTINUOUS RAFTER)

REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS

SECTION A

A 2"

1 1/2"

RAFTER

C OFL 4"

SL

ENDWALL

COLUMN

ENDWALL

COLUMN

ENDWALL RAFTER

CLIP MK. EWA01

(6) 1/2"Ø X 2"

A325 BOLTS H0603

NUTS H0300

1) N/A

Detail Size (W x H) :By :

: CERTIFIED ERECTION DETAILSIssuedIssued

Detailer Notes:

Download the DWG file by clicking here.

POST & BEAM ENDWALLPRIMARY FRAMING

AB0545 - COLUMN TO CF RAFTER (CONTINUOUS)

08.16.19 2018.057SAA

1 x 1

EW COL TO RAFTER CONN

AB0550REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS

1/4"

SL

OFLC

RAFTER

1 1/2"

4"

4"

2"

SECTION A

1 1/2"

A

ENDWALL

COLUMN

CLIP MK. GCB03

REQUIRED @

COLD-FORMED

RAFTERS ONLYA325 BOLTS H0603

NUTS H0300

COLD-FORMED

RAFTER

(2) 1/2"Ø X 2"

A325 BOLTS H0603

NUTS H0300

(4) 1/2"Ø X 2"

ENDWALL

COLUMN

BUILT-UP

RAFTER

COLD-FORMED SHOWN

BUILT-UP SIMILAR

COLD FORMED RAFTER SHOWN ON LEFT SIDE,

BU/HR ON RIGHT. OPPOSITE POSITION SIMILAR.

1) N/A

Detail Size (W x H) :By :

: CERTIFIED ERECTION DETAILSIssuedIssued

Detailer Notes:

Download the DWG file by clicking here.

POST & BEAM ENDWALLPRIMARY FRAMING

AB0550 - INTERMEDIATE COL. CONN. (SIMPLE SPAN W/ BU & CF RAFTERS @ OPP. SIDES)

08.16.19 2018.057SAA

1 x 1

EW COL TO RAFTER CONN

AB0560REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS

SL1/4"

OFCL

RAFTER

1 1/2"

4"

4"

2"

SECTION A

A

1 1/2"

ENDWALL

COLUMN

ENDWALL

COLUMN

A325 BOLTS H0603

NUTS H0300

(4) 1/2"Ø X 2"

BUILT-UP

RAFTER

A325 BOLTS H0603

NUTS H0300

(2) 1/2"Ø X 2"

COLD-FORMED

RAFTER

CLIP MK. GCB03

REQUIRED @

COLD-FORMED

RAFTERS ONLY

COLD-FORMED SHOWN

BUILT-UP SIMILAR

1) N/A

Detail Size (W x H) :By :

: CERTIFIED ERECTION DETAILSIssuedIssued

Detailer Notes:

Download the DWG file by clicking here.

POST & BEAM ENDWALLPRIMARY FRAMING

AB0560 - BU RAFTER LEFT CF RAFTER RIGHT

08.16.19 2018.057SAA

1 x 1

EW COL TO RAFTER CONN

AB0590REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS

SECTION A

1 1/2"

1'-4"

2"

1 1/2"

A

1/4"

LS

OF

RAFTERLC 4"

SL

A325 BOLTS H0603

NUTS H0300

(6) 1/2"Ø X 2"

RAFTER

ENDWALL

COLUMN

CLIP

MK. EWA01

ENDWALL

COLUMN

SEE SECONDARY DETAILS

FOR HIGH EAVE SUPPORT

MEMBER & CONNECTION

1) N/A

Detail Size (W x H) :By :

: CERTIFIED ERECTION DETAILSIssuedIssued

Detailer Notes:

Download the DWG file by clicking here.

POST & BEAM ENDWALLPRIMARY FRAMING

AB0590 - HIGH EAVE (CF RAFTER)

08.16.19 2018.057SAA

1 x 1

EW COL TO RAFTER (COL ROTATED 90° @ HIGH EAVE)

AB0595REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS

SECTION A

1 1/2"

FACE OF COLUMN LS

2"

1 1/2"

A1/4"

OF

RAFTERLC

SL

SEE_PLAN

SEE_PLAN

ENDWALL

COLUMN

A325 BOLTS H0603

NUTS H0300

(6) 1/2"Ø X 2"

RAFTER

CLIP

MK. EWA01

ENDWALL

COLUMN

SEE SECONDARY DETAILS

FOR HIGH EAVE SUPPORT

MEMBER & CONNECTION

1) N/A

Detail Size (W x H) :By :

: CERTIFIED ERECTION DETAILSIssuedIssued

Detailer Notes:

Download the DWG file by clicking here.

POST & BEAM ENDWALLPRIMARY FRAMING

AB0595 - EW COL TO RAFTER (COL ROTATED 90° @ HIGH EAVE)

08.16.19 2018.057SAA

1 x 1

EW COL. TO RAFTER CONN. (HIGH EAVE @ PARAPET BY OTHERS)

AB0598BU OR HR COLUMN TO CEE RAFTER CONNECTION

USE (6) 1/2"Ø x 2" A325 BOLTS (MK. H0603) & NUTS (MK. H0300)

REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS

2"

STEEL LINE AND

OUTSIDE FACE OF WALL

ENDWALL STEEL LINE

CENTERLINE

OF RAFTER

PARAPET WALL BY OTHERS

CENTERLINE

OF COLUMN

A

BU OR HR

ENDWALL

COLUMN

1'-4"

COLUMN

EWA01

CLIP

MK. EWA01

RAFTER

1 1/2"

SECTION A

1 1/2"

4"

1 1/2"1 1/2"SINGLE CEE

ENDWALLRAFTER

1) N/A

Detail Size (W x H) :By :

: CERTIFIED ERECTION DETAILSIssuedIssued

Detailer Notes:

Download the DWG file by clicking here.

POST & BEAM ENDWALLPRIMARY FRAMING

AB0598 -EW COLUMN TO RAFTER CONNECTION (HIGH EAVE @ PARAPET BY OTHERS)

08.16.19 2018.057SAA

1 x 1

90° ROTATED EW COL TO RAFTER CONN @ H EAVE (WITH PARAPET)

AB0599BU OR HR COLUMN TO CEE RAFTER CONNECTION

USE (6) 1/2"Ø x 2" A325 BOLTS (MK. H0603) & NUTS (MK. H0300)

REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS

2"

STEEL LINE AND

OUTSIDE FACE OF WALL

ENDWALL STEEL LINE

CENTERLINE

OF RAFTER

PARAPET WALL BY OTHERS

OUTSIDE FACE

OF COLUMN

A

BU OR HRENDWALL

COLUMN

COLUMN

EWA01

CLIP

MK. EWA01

1 1/2" 1 1/2"

RAFTER

1 1/2"

SECTION A

1 1/2"

SEE_PLAN

SEE_PLAN

SINGLE CEE

ENDWALLRAFTER

1) N/A

Detail Size (W x H) :By :

: CERTIFIED ERECTION DETAILSIssuedIssued

Detailer Notes:

Download the DWG file by clicking here.

POST & BEAM ENDWALLPRIMARY FRAMING

(AB0599 - 90° ROTATED EW COL TO RAFTER CONN @ H EAVE (WITH PARAPET)

08.16.19 2018.057SAA

1 x 1

EW COL TO CF RAFTER CONN (@ RIDGE)

AB0610REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS

RIDGE PURLIN DETAIL

RAFTER

SECTION A

A

1/4" 1/4"

1 1/2"

2"

RIDGEPURLIN

LC OF

USE (8) 1/2" x 1 1/2" A307

BOLT H0500/ NUT H0400 PER

RIDGE PURLIN CONNECTION

1'-9" 1 1/2" 1 1/2" 1'-9"

3"

LS

4"

ENDWALL COLUMN

(8) 1/2"Ø X 2"

A325 BOLTS H0603

NUTS H0300

CLIP

MK. EWA__

COLD-FORMED

RAFTER-TYP.

8" PURLIN

GCB01 CLIP

9.5" PURLIN

GCB08 CLIP

12" PURLIN

GCB11 CLIP

CLIP

MK. EWA01

PURLIN

RAFTER

A

1) N/A

Detail Size (W x H) :By :

: CERTIFIED ERECTION DETAILSIssuedIssued

Detailer Notes:

Download the DWG file by clicking here.

POST & BEAM ENDWALLPRIMARY FRAMING

AB0610 - EW COL TO CF RAFTER CONN (@ RIDGE)

08.16.19 2018.057SAA

1 x 1

RIDGE (BU RAFTER RIGHT, CF RAFTER LEFT)

AB0620REFERENCE ERECTOR NOTE FOR TYPICAL WASHER REQUIREMENTS

1 1/2"1 1/2"

1/4"1/4"

A

LS

OFCL

1 1/2"

RAFTER

4"

2"

SECTION A

4"

CLIP MK. GCB03

REQUIRED @

COLD-FORMED

RAFTERS ONLY

COLD-FORMEDRAFTER

A325 BOLTS H0603

NUTS H0300

(2) 1/2"Ø X 2"

BUILT-UP RAFTER

(4) 1/2"Ø X 2"

A325 BOLTS H0603

NUTS H0300

ENDWALL COLUMN

COLD-FORMED SHOWN

BUILT-UP SIMILAR

1) N/A

Detail Size (W x H) :By :

: CERTIFIED ERECTION DETAILSIssuedIssued

Detailer Notes:

Download the DWG file by clicking here.

POST & BEAM ENDWALLPRIMARY FRAMING

AB0620 - RIDGE (BU RAFTER RIGHT, CF RAFTER LEFT)

08.16.19 2018.057SAA

1 x 1