Barn Shop Drawings.pdf

FOR OCCUPANCY (RISK) CATEGORY I OR II, IBC PROVISIONS INDICATE THAT

SINGLE-STORY BUILDINGS SHALL HAVE "NO DRIFT LIMIT" PROVIDED THAT INTERIOR

WALLS, PARTITIONS, CEILINGS, AND EXTERIOR WALL SYSTEMS HAVE BEEN

DESIGNED TO ACCOMMODATE THE SEISMIC STORY DRIFTS. INTERIOR WALLS,

PARTITIONS, CEILINGS, OR EXTERIOR WALL SYSTEMS NOT PROVIDED BY THE

METAL BUILDING MANUFACTURER SHALL BE DESIGNED AND DETAILED BY OTHERS

TO ACCOMMODATE THE SEISMIC STORY DRIFTS. SEISMIC DRIFT VALUES MAY BE

OBTAINED FROM THE METAL BUILDING MANUFACTURER.

M O

ACCESSORIES (DOORS, WINDOWS, ETC.) NOT PROVIDED BY THE METAL BUILDING

MANUFACTURER MUST BE DESIGNED AS "COMPONENTS AND CLADDING" IN

ACCORDANCE WITH THE SPECIFIC WIND PROVISIONS OF THE REFERENCED

BUILDING CODE DISPLAYED ON THE COVER PAGE OF THIS DRAWING PACKET.

M O

FRAMED OPENINGS HAVE BEEN DESIGNED TO SUPPORT WIND LOAD NORMAL TO

THE WALL BASED ON THE STANDARD BUILDING CODE CRITERIA. FRAMED

OPENINGS HAVE NOT BEEN DESIGNED FOR ANY ADDITIONAL MOMENT OR

CATENARY FORCES FROM THE DOOR. ANY CHANGE TO THE INFORMATION SHOWN

HERE WILL REQUIRE AN ENGINEERING INVESTIGATION AND POSSIBLE BUILDING

REINFORCEMENT.

T hi s se al p er ta in s o n ly to th e m a te ri a ls de si gn ed a nd s u p p lie d b y

N u co r

B ui ld in g S ys te m s, a d iv is io n o f N u co r C or po ra tio n.

T h e d ra w in g s a n d th e m et al b ui ld in g s w h ic h th e y re p re se n t ar e th e pr od u ct o f N u co r

B u ild in g S ys te m s.

T h e r e g is te r p ro fe ss io n a l en gi ne er w ho se s e a l a p p e a rs o n th e se dr aw in gs is e m p lo ye d b y N u co r B ui ld in gs

S ys te m s a n d d o e s n o t s e rv e as o r r ep re se n t t h e p ro je ct e n g in e e r o f re co rd a nd s h a ll n o t b e c o n st ru e d as s u ch

S H

E E

T

IS

S

U E

D W

N C

H K

E N

G P

E D

A T

E P

R O

JE

C

T N

A M

E

C U

S T

O M

E R

N A

M E

JO

B

N U

M B

E R

S H

E E

T T

IT

L

E

C O

F

B

IG

H O

R N

S T

E E

L B

U

IL

D

IN

G S

D B

A R

N R

U L

A

W O

O D

M E

N R

D C

O L

O R

A D

O S

P R

IN

G

S C

O

P U

E B

L O

C

O

05/30/2024

T hi s se al p er ta in s o n ly to th e m a te ri a ls de si gn ed a nd s u p p lie d b y

N u co r

B ui ld in g S ys te m s, a d iv is io n o f N u co r C or po ra tio n.

T h e d ra w in g s a n d th e m et al b ui ld in g s w h ic h th e y re p re se n t ar e th e pr od u ct o f N u co r

B u ild in g S ys te m s.

T h e r e g is te r p ro fe ss io n a l en gi ne er w ho se s e a l a p p e a rs o n th e se dr aw in gs is e m p lo ye d b y N u co r B ui ld in gs

S ys te m s a n d d o e s n o t s e rv e as o r r ep re se n t t h e p ro je ct e n g in e e r o f re co rd a nd s h a ll n o t b e c o n st ru e d as s u ch

S H

E E

T

IS

S

U E

D W

N C

H K

E N

G P

E D

A T

E P

R O

JE

C

T N

A M

E

C U

S T

O M

E R

N A

M E

JO

B

N U

M B

E R

S H

E E

T T

IT

L

E

F O

F

B

IG

H O

R N

S T

E E

L B

U

IL

D

IN

G S

D B

A R

N R

U L

A

W O

O D

M E

N R

D C

O L

O R

A D

O S

P R

IN

G

S C

O

P U

E B

L O

C s se al p er ta in s o n ly to th e m a te ri a ls de si gn ed a nd s u p p lie d b y

N u co r

B ui ld in g S ys te m s, a d iv is io n o f N u co r C or po ra tio n.

T h e d ra w in g s a n d th e m et al b ui ld in g s w h ic h th e y re p re se n t ar e th e pr od u ct o f N u co r

B u ild in g S ys te m s.

T h e r e g is te r p ro fe ss io n a l en gi ne er w ho se s e a l a p p e a rs o n th e se dr aw in gs is e m p lo ye d b y N u co r B ui ld in gs

S ys te m s a n d d o e s n o t s e rv e as o r r ep re se n t t h e p ro je ct e n g in e e r o f re co rd a nd s h a ll n o t b e c o n st ru e d as s u ch

S H

E E

T

IS

S

U E

D W

N C

H K

E N

G P

E D

A T

E P

R O

JE

C

T N

A M

E

C U

S T

O M

E R

N A

M E

JO

B

N U

M B

E R

S H

E E

T T

IT

L

E

F O

F

B

IG

H O

R N

S T

E E

L B

U

IL

D

IN

G S

D B

A R

N R

U L

A

W O

O D

M E

N R

D C

O L

O R

A D

O S

P R

IN

G

S C

O

P U

E B

L O

C s se al p er ta in s o n ly to th e m a te ri a ls de si gn ed a nd s u p p lie d b y

N u co r

B ui ld in g S ys te m s, a d iv is io n o f N u co r C or po ra tio n.

T h e d ra w in g s a n d th e m et al b ui ld in g s w h ic h th e y re p re se n t ar e th e pr od u ct o f N u co r

B u ild in g S ys te m s.

T h e r e g is te r p ro fe ss io n a l en gi ne er w ho se s e a l a p p e a rs o n th e se dr aw in gs is e m p lo ye d b y N u co r B ui ld in gs

S ys te m s a n d d o e s n o t s e rv e as o r r ep re se n t t h e p ro je ct e n g in e e r o f re co rd a nd s h a ll n o t b e c o n st ru e d as s u ch

S H

E E

T

IS

S

U E

D W

N C

H K

E N

G P

E D

A T

E P

R O

JE

C

T N

A M

E

C U

S T

O M

E R

N A

M E

JO

B

N U

M B

E R

S H

E E

T T

IT

L

E

E O

F

B

IG

H O

R N

S T

E E

L B

U

IL

D

IN

G S

D B

A R

N R

U L

A

W O

O D

M E

N R

D C

O L

O R

A D

O S

P R

IN

G

S C

O

P U

E B

L O

C s se al p er ta in s o n ly to th e m a te ri a ls de si gn ed a nd s u p p lie d b y

N u co r

B ui ld in g S ys te m s, a d iv is io n o f N u co r C or po ra tio n.

T h e d ra w in g s a n d th e m et al b ui ld in g s w h ic h th e y re p re se n t ar e th e pr od u ct o f N u co r

B u ild in g S ys te m s.

T h e r e g is te r p ro fe ss io n a l en gi ne er w ho se s e a l a p p e a rs o n th e se dr aw in gs is e m p lo ye d b y N u co r B ui ld in gs

S ys te m s a n d d o e s n o t s e rv e as o r r ep re se n t t h e p ro je ct e n g in e e r o f re co rd a nd s h a ll n o t b e c o n st ru e d as s u ch

S H

E E

T

IS

S

U E

D W

N C

H K

E N

G P

E D

A T

E P

R O

JE

C

T N

A M

E

C U

S T

O M

E R

N A

M E

JO

B

N U

M B

E R

S H

E E

T T

IT

L

E

E O

F

B

IG

H O

R N

S T

E E

L B

U

IL

D

IN

G S

D B

A R

N R

U L

A

W O

O D

M E

N R

D C

O L

O R

A D

O S

P R

IN

G

S C

O

P U

E B

L O

C s se al p er ta in s o n ly to th e m a te ri a ls de si gn ed a nd s u p p lie d b y

N u co r

B ui ld in g S ys te m s, a d iv is io n o f N u co r C or po ra tio n.

T h e d ra w in g s a n d th e m et al b ui ld in g s w h ic h th e y re p re se n t ar e th e pr od u ct o f N u co r

B u ild in g S ys te m s.

T h e r e g is te r p ro fe ss io n a l en gi ne er w ho se s e a l a p p e a rs o n th e se dr aw in gs is e m p lo ye d b y N u co r B ui ld in gs

S ys te m s a n d d o e s n o t s e rv e as o r r ep re se n t t h e p ro je ct e n g in e e r o f re co rd a nd s h a ll n o t b e c o n st ru e d as s u ch

S H

E E

T

IS

S

U E

D W

N C

H K

E N

G P

E D

A T

E P

R O

JE

C

T N

A M

E

C U

S T

O M

E R

N A

M E

JO

B

N U

M B

E R

S H

E E

T T

IT

L

E

E O

F

B

IG

H O

R N

S T

E E

L B

U

IL

D

IN

G S

D B

A R

N R

U L

A

W O

O D

M E

N R

D C

O L

O R

A D

O S

P R

IN

G

S C

O

P U

E B

L O

C s se al p er ta in s o n ly to th e m a te ri a ls de si gn ed a nd s u p p lie d b y

N u co r

B ui ld in g S ys te m s, a d iv is io n o f N u co r C or po ra tio n.

T h e d ra w in g s a n d th e m et al b ui ld in g s w h ic h th e y re p re se n t ar e th e pr od u ct o f N u co r

B u ild in g S ys te m s.

T h e r e g is te r p ro fe ss io n a l en gi ne er w ho se s e a l a p p e a rs o n th e se dr aw in gs is e m p lo ye d b y N u co r B ui ld in gs

S ys te m s a n d d o e s n o t s e rv e as o r r ep re se n t t h e p ro je ct e n g in e e r o f re co rd a nd s h a ll n o t b e c o n st ru e d as s u ch

S H

E E

T

IS

S

U E

D W

N C

H K

E N

G P

E D

A T

E P

R O

JE

C

T N

A M

E

C U

S T

O M

E R

N A

M E

JO

B

N U

M B

E R

S H

E E

T T

IT

L

E

E O

F

B

IG

H O

R N

S T

E E

L B

U

IL

D

IN

G S

D B

A R

N R

U L

A

W O

O D

M E

N R

D C

O L

O R

A D

O S

P R

IN

G

S C

O

P U

E B

L O

C s se al p er ta in s o n ly to th e m a te ri a ls de si gn ed a nd s u p p lie d b y

N u co r

B ui ld in g S ys te m s, a d iv is io n o f N u co r C or po ra tio n.

T h e d ra w in g s a n d th e m et al b ui ld in g s w h ic h th e y re p re se n t ar e th e pr od u ct o f N u co r

B u ild in g S ys te m s.

T h e r e g is te r p ro fe ss io n a l en gi ne er w ho se s e a l a p p e a rs o n th e se dr aw in gs is e m p lo ye d b y N u co r B ui ld in gs

S ys te m s a n d d o e s n o t s e rv e as o r r ep re se n t t h e p ro je ct e n g in e e r o f re co rd a nd s h a ll n o t b e c o n st ru e d as s u ch

S H

E E

T

IS

S

U E

D W

N C

H K

E N

G P

E D

A T

E P

R O

JE

C

T N

A M

E

C U

S T

O M

E R

N A

M E

JO

B

N U

M B

E R

S H

E E

T T

IT

L

E

E O

F

B

IG

H O

R N

S T

E E

L B

U

IL

D

IN

G S

D B

A R

N R

U L

A

W O

O D

M E

N R

D C

O L

O R

A D

O S

P R

IN

G

S C

O

P U

E B

L O

C s se al p er ta in s o n ly to th e m a te ri a ls de si gn ed a nd s u p p lie d b y

N u co r

B ui ld in g S ys te m s, a d iv is io n o f N u co r C or po ra tio n.

T h e d ra w in g s a n d th e m et al b ui ld in g s w h ic h th e y re p re se n t ar e th e pr od u ct o f N u co r

B u ild in g S ys te m s.

T h e r e g is te r p ro fe ss io n a l en gi ne er w ho se s e a l a p p e a rs o n th e se dr aw in gs is e m p lo ye d b y N u co r B ui ld in gs

S ys te m s a n d d o e s n o t s e rv e as o r r ep re se n t t h e p ro je ct e n g in e e r o f re co rd a nd s h a ll n o t b e c o n st ru e d as s u ch

S H

E E

T

IS

S

U E

D W

N C

H K

E N

G P

E D

A T

E P

R O

JE

C

T N

A M

E

C U

S T

O M

E R

N A

M E

JO

B

N U

M B

E R

S H

E E

T T

IT

L

E

E O

F

B

IG

H O

R N

S T

E E

L B

U

IL

D

IN

G S

D B

A R

N R

U L

A

W O

O D

M E

N R

D C

O L

O R

A D

O S

P R

IN

G

S C

O

P U

E B

L O

C

LOW EAVE BYPASS SW GIRT CONDITION

(2) H1020 (1)

MAH01

PART

ROOF

J2

EAVE STRUT AT INTERIOR FRAME

USE (4) 1/2" X 2" A325 BOLT H0603/NUT H0300 U.N.O.

CAP PLATE/

BOLTS REQ'D AS SHOWN

3"

RAFTER/

SEC. A

ANGLE MK.

MAH__

PER END

MK. ESW01 (2)

PLATE WASHER

1:12

MAH02 2:12

MAH03 3:12

MAH04 4:12

SLOPE

SHOP WELDED SHELF

1/4"

BA0020

T hi s se al p er ta in s o n ly to th e m a te ri a ls de si gn ed a nd s u p p lie d b y

N u co r

B ui ld in g S ys te m s, a d iv is io n o f N u co r C or po ra tio n.

T h e d ra w in g s a n d th e m et al b ui ld in g s w h ic h th e y re p re se n t ar e th e pr od u ct o f N u co r

B u ild in g S ys te m s.

T h e r e g is te r p ro fe ss io n a l en gi ne er w ho se s e a l a p p e a rs o n th e se dr aw in gs is e m p lo ye d b y N u co r B ui ld in gs

S ys te m s a n d d o e s n o t s e rv e as o r r ep re se n t t h e p ro je ct e n g in e e r o f re co rd a nd s h a ll n o t b e c o n st ru e d as s u ch

S H

E E

T

IS

S

U E

D W

N C

H K

E N

G P

E D

A T

E P

R O

JE

C

T N

A M

E

C U

S T

O M

E R

N A

M E

JO

B

N U

M B

E R

S H

E E

T T

IT

L

E

D O

F

B

IG

H O

R N

S T

E E

L B

U

IL

D

IN

G S

D B

A R

N R

U L

A

W O

O D

M E

N R

D C

O L

O R

A D

O S

P R

IN

G

S C

O

P U

E B

L O

C

NAA0030

ROD ASSEMBLY MK.

HILLSIDE WASHER,

COUPLING NUT

WEB OF COLUMN

COUPLING NUTSROD MARK HILLSIDE FLAT A307/A325

SEE PLANS AND ELEVATIONS FOR BRACING

Q3

ROD BRACE DETAIL

WEB TO WEB

RD__-

FLAT WASHER, AND

NUT

IF REQUIRED

OR RAFTER

(QTY VARIES)DIAMETER NUMBER WASHERS WASHERS NUTS

MARK NUMBERS

H0860

(2) H0450

(2) H0240

(2) H0285RD06-

RD05-

RD07-

RD08-

RD09-

RD10-

(2) H0280

(2) H0285

(2) H0290

(2) H0290

(2) H0295

(2) H0230

(2) H0220

(2) H0210

(2) H0250

(2) H0260 (2) H0340

(2) H0325

(2) H0320

(2) H0310

(2) H0330

H0850

H0840

H0830

H0810

H0820

AF0011

T hi s se al p er ta in s o n ly to th e m a te ri a ls de si gn ed a nd s u p p lie d b y

N u co r

B ui ld in g S ys te m s, a d iv is io n o f N u co r C or po ra tio n.

T h e d ra w in g s a n d th e m et al b ui ld in g s w h ic h th e y re p re se n t ar e th e pr od u ct o f N u co r

B u ild in g S ys te m s.

T h e r e g is te r p ro fe ss io n a l en gi ne er w ho se s e a l a p p e a rs o n th e se dr aw in gs is e m p lo ye d b y N u co r B ui ld in gs

S ys te m s a n d d o e s n o t s e rv e as o r r ep re se n t t h e p ro je ct e n g in e e r o f re co rd a nd s h a ll n o t b e c o n st ru e d as s u ch

S H

E E

T

IS

S

U E

D W

N C

H K

E N

G P

E D

A T

E P

R O

JE

C

T N

A M

E

C U

S T

O M

E R

N A

M E

JO

B

N U

M B

E R

S H

E E

T T

IT

L

E

D O

F

B

IG

H O

R N

S T

E E

L B

U

IL

D

IN

G S

D B

A R

N R

U L

A

W O

O D

M E

N R

D C

O L

O R

A D

O S

P R

IN

G

S C

O

P U

E B

L O

C

EAVE STRUT ANGLE

LINER LOW EAVE ANGLE

LINER EAVE ANGLE

LINER EAVE ANGLE

EAVE ANGLE

EAVE ANGLE

GIRT ANGLE

GIRT ANGLE

GIRT ANGLE

GIRT ANGLE

RAKE PARAPET ANGLE

RAKE PARAPET ANGLE

RAKE ANGLE

STANDING SEAM RAKE/EAVE STRUT ANGLE

LINER EAVE ANGLE

NA00030

STANDARD ANGLE SCHEDULE

GALVANIZED

1" x 2-1/2" x 12"

GALVANIZED

6" x 7-3/4" x 120"

GALVANIZED

3" x 3" x 120"

GALVANIZED

3" x 7-3/4" x 120"

GALVANIZED

4" x 5" x 120"

GALVANIZED

5" x 8" x 120"

GALVANIZED

1" x 2-1/2" x 12"

GALVANIZED

1" x 2-1/2" x 24"

GALVANIZED

1" x 2-1/2" x 30"

GALVANIZED

1" x 2-1/2" x 120"

GALVANIZED

2" x 12" x 120"

GALVANIZED

6" x 6" x 120"

GALVANIZED

3" x 5" x 242"

BASE ANGLE

GALVANIZED

2" x 3" x 242"

GALVANIZED

1" x 2-1/2" x 12"

GALVANIZED

3" x 5" x 120"

A00030

T hi s se al p er ta in s o n ly to th e m a te ri a ls de si gn ed a nd s u p p lie d b y

N u co r

B ui ld in g S ys te m s, a d iv is io n o f N u co r C or po ra tio n.

T h e d ra w in g s a n d th e m et al b ui ld in g s w h ic h th e y re p re se n t ar e th e pr od u ct o f N u co r

B u ild in g S ys te m s.

T h e r e g is te r p ro fe ss io n a l en gi ne er w ho se s e a l a p p e a rs o n th e se dr aw in gs is e m p lo ye d b y N u co r B ui ld in gs

S ys te m s a n d d o e s n o t s e rv e as o r r ep re se n t t h e p ro je ct e n g in e e r o f re co rd a nd s h a ll n o t b e c o n st ru e d as s u ch

S H

E E

T

IS

S

U E

D W

N C

H K

E N

G P

E D

A T

E P

R O

JE

C

T N

A M

E

C U

S T

O M

E R

N A

M E

JO

B

N U

M B

E R

S H

E E

T T

IT

L

E

D O

F

B

IG

H O

R N

S T

E E

L B

U

IL

D

IN

G S

D B

A R

N R

U L

A

W O

O D

M E

N R

D C

O L

O R

A D

O S

P R

IN

G

S C

O

P U

E B

L O

C

A00040

ROOF TRIM SCHEDULE

LOW EAVE, HIGH EAVE, GABLE/RAKE, RIDGE TRIM, EXTENSIONS, &

HIP/VALLEY PROFILES

GHP121

HORIZ. GUTT. POSITION TRIM

GHS_121

HORIZ. GUTTER SUPPORT

HRP_121

H.E. PARA. TRIM - R-PANEL

121 & 242

H.E. SCULP. TRIM - R-PANEL

HTSN___

LEM121

LOW EAVE - MASONRY

LEU121

LOW EAVE - EXTENSION

RSS121

RAKE SPACER - JOISTS

RVL_121

RIDGE - VERTICAL RIB

RTP___

121 & 242

RIDGE - TRAPEZOIDAL PANEL

RTR121

ROOF TRIM RETAINER

HVP_121

HIGH EAVE PARA. - VERTICAL RIB

121 & 242

HIGH EAVE SCULP. - VERTICAL RIB

RIPJ121

RIDGE. INSULATION PAN - JOISTS

RPU121

RAKE PARAPET TRIM

121 & 242

SCULPTURED GUTTER

RVCC182

RIDGE VR CLOSURE COVER

RVCZ122

VERT. RIB RIDGE CLOSURE ZEE

121 & 242

SCULPTURED RAKE TRIM

HRSN___ HTP_121

HIGH EAVE PARA. - TRAP. PANEL

GSN___

121 & 242

HIGH EAVE SCULP. - TRAP PANEL

HVSN___ LBU121

121 & 242

LOW EAVE - BASIC

RSN___

NOTE: TRIM PROFILE SCALE VARIES

RIPP181

RIDGE INSULATION PAN - PURLINS

ETC_121

EXTENSION TRIM AT EAVE CEE

ETH_121

HIGH EAVE EXTENSION TRIM

ETL_121

LOW EAVE TRIM AT RAKE EXT.

ETR_121

RAKE EXTENSION TRIM

ETS_121

EXT. TRIM AT EAVE "S"

ETU_121

UNIVERSAL EXTENSION TRIM

NBS

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

1 2 3 4 5 6 7 8

9 10 11 12 13 14 15 16

17 18 19 20 21 22 23 24

25 26 27 28 29 30 31 32

33 34 35 36 37 38 39 40

41 42 43 44 45 46

HAT_120

HAT CHANNEL

HCT_121

HIP CAP TRIM (TRAPEZOIDAL PNL.)

HIP_120

HIP INSULATION PAN

HPL_120

HIP PLATE

HRJ121

HIP RIB JAY

VDF_121

VALLEY DIVERTER

VIP_120

VALLEY INSULATION PAN

VPL_120

VALLEY PLATE

HCV_121

HIP CAP TRIM (VERTICAL RIB PNL.)

HMCR121

HIP METAL CLOSURE (R-PANEL)

A

HBT120

HIP BACKER (TRAP. PANELS)

T hi s se al p er ta in s o n ly to th e m a te ri a ls de si gn ed a nd s u p p lie d b y

N u co r

B ui ld in g S ys te m s, a d iv is io n o f N u co r C or po ra tio n.

T h e d ra w in g s a n d th e m et al b ui ld in g s w h ic h th e y re p re se n t ar e th e pr od u ct o f N u co r

B u ild in g S ys te m s.

T h e r e g is te r p ro fe ss io n a l en gi ne er w ho se s e a l a p p e a rs o n th e se dr aw in gs is e m p lo ye d b y N u co r B ui ld in gs

S ys te m s a n d d o e s n o t s e rv e as o r r ep re se n t t h e p ro je ct e n g in e e r o f re co rd a nd s h a ll n o t b e c o n st ru e d as s u ch

S H

E E

T

IS

S

U E

D W

N C

H K

E N

G P

E D

A T

E P

R O

JE

C

T N

A M

E

C U

S T

O M

E R

N A

M E

JO

B

N U

M B

E R

S H

E E

T T

IT

L

E

D O

F

B

IG

H O

R N

S T

E E

L B

U

IL

D

IN

G S

D B

A R

N R

U L

A

W O

O D

M E

N R

D C

O L

O R

A D

O S

P R

IN

G

S C

O

P U

E B

L O

C

MFA121

MISCELLANEOUS FILLER TRIM

CW____

MULTI.

HEAD WRAP COVER

CIA121

INSIDE CORNER TRIM - ALT

BSA___

121 / 242

BASE ANGLE TRIM

BSB121

BASE TRIM

CIB121

INSIDE CORNER TRIM- BASIC

DJ_088

JAMB COVER TRIM - WALK D.

MFR121

MISCELLANEOUS FILLER TRIM

PR_072

PARTITION FLASHING

HTA___

MULTI.

HEADER TRIM

CIT121

IINSIDE CORNER TRIM - TRANS.

BSC121

BASE TRIM

PT_121

PARTITION FLASHING

HTD___

MULTI.

WINDOW & LINER TRIM

COA121

OUTSIDE CORNER TRIM - ALT.

BSD121

BASE TRIM

BSE121

BASE TRIM

COB121

OUTSIDE CORNER TRIM - BASIC

IC_121

INSET / OUTSET TRIM

PTC121

PARTITION TRIM COVER

STA___

MULTI.

SILL TRIM

IT_121

INSET / OUTSET TRIM

COT121

OUTSIDE CORNER TRIM - TRANS.

BSF121

BASE TRIM

BSW121

WAINSCOT TRIM

CS____

MULTI.

"S" CHANNEL COVER

JTA___

MULTI.

JAMB TRIM - R-PANEL & A-PANEL

WJ____

MULTI.

JAMB COVER TRIM @ WINDOW

JTD___

MULTI.

JAMB TRIM - REV. R-PANEL

CT_121

CAP TRIM

CC____

MULTI.

CEE CHANNEL COVER TRIM

WALL TRIM SCHEDULE

BASE, CORNER, FRAMED OPENINGS, INSET/OUTSET, AND PARTITION TRIM

PROFILES

NOTE: TRIM PROFILE SCALE VARIES

A00050

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

NAME:

LEN (IN.):

DESC:

1 2 3 4 5 6 7 8

9 10 11 12 13 14 15 16

17 18 19 20 21 22 23 24

25 26 27 28 29 30 31 32

33 34 35 36 37 38 39 40

41 42 43 44 45 46

T hi s se al p er ta in s o n ly to th e m a te ri a ls de si gn ed a nd s u p p lie d b y

N u co r

B ui ld in g S ys te m s, a d iv is io n o f N u co r C or po ra tio n.

T h e d ra w in g s a n d th e m et al b ui ld in g s w h ic h th e y re p re se n t ar e th e pr od u ct o f N u co r

B u ild in g S ys te m s.

T h e r e g is te r p ro fe ss io n a l en gi ne er w ho se s e a l a p p e a rs o n th e se dr aw in gs is e m p lo ye d b y N u co r B ui ld in gs

S ys te m s a n d d o e s n o t s e rv e as o r r ep re se n t t h e p ro je ct e n g in e e r o f re co rd a nd s h a ll n o t b e c o n st ru e d as s u ch

S H

E E

T

IS

S

U E

D W

N C

H K

E N

G P

E D

A T

E P

R O

JE

C

T N

A M

E

C U

S T

O M

E R

N A

M E

JO

B

N U

M B

E R

S H

E E

T T

IT

L

E

D O

F

B

IG

H O

R N

S T

E E

L B

U

IL

D

IN

G S

D B

A R

N R

U L

A

W O

O D

M E

N R

D C

O L

O R

A D

O S

P R

IN

G

S C

O

P U

E B

L O

C

R

O F

F A

S T

E N

E R

S R

IV

E

T S

S

P E

C

IA

L T

Y F

A S

T E

N E

R S

H

H

H

H

H

H

H

H

H

H H

H H

H

H

H

H

H

H

Self-Drilling Screw

1/4-14 x 1 1/4" TCP 3 w/o Washer

5/16" Head

Self-Drilling Screw

1/4-14 x 2" TCP 3 w/o Washer

3/8" Head

Color: Available in "No Paint" Only

Color: Available in "No Paint" Only

Panel Clips

Attach panel clips, rake angle clips, eave plate to purlins with insulation ≤

R19

Attach misc light gauge material to secondary

RECOMMENDED TOOL TYPES

2000 RPM MAX

Torque adjustable clutch, 4 AMP or higher

DO NOT use impacting tools

DRILLING CAPACITY

0.110 MIN / 0.250 MAX

Pre-Drill Diameter: 3/16" Ø

DRILLING CAPACITY

0.110 MIN / 0.250 MAX

Pre-Drill Diameter: 3/16" Ø

Self-Drilling Screw

12-24 x 1 1/2" TCP 5 w/o Washer

5/16" Head

Color: Check w/ local plant

Self-Drilling Screw SDI

12-24 x 1 1/2" #5 Drilltite w/o Wash

5/16" Head (Painted Orange)

(Vendor: Black & Decker)

Color: Available in "No Paint" Only

RECOMMENDED TOOL TYPES

2000 RPM MAX

Torque adjustable clutch, 4 AMP or higher

DO NOT use impacting tools

Panel Clips - Hot Roll

Attach panel clips, rake angle clips, eave plate to joist with insulation ≤ R19

Attach misc light gauge material to HR secondary

DRILLING CAPACITY

0.250 MIN / 0.500 MAX

Pre-Drill Diameter: 3/16" Ø

RECOMMENDED TOOL TYPES

1800 RPM MAX

Torque adjustable clutch, 4 AMP or higher

DO NOT use impacting tools

DRILLING CAPACITY

0.250 MIN / 0.500 MAX

Pre-Drill Diameter: 3/16" Ø

RECOMMENDED TOOL TYPES

1800 RPM MAX

Torque adjustable clutch, 4 AMP or higher

DO NOT use impacting tools

Used to attach deck to joist with high seismic loads

NOT to be used for roof clips

Available for Utah only

Panel Clips - Long

Attach panel clips, rake angle clips, eave plate to purlins with insulation

>R19 and ≤ R38

Self-Drilling Screw

12-24 x 2" TCP 5 w/o Washer

5/16" Head

Color: Check w/ local plant

Panel Clips - Hot Roll

- Long

Attach panel clips, rake angle clips, eave plate to joist with insulation > R19 and ≤ R38

DRILLING CAPACITY

0.250 MIN / 0.500 MAX

Pre-Drill Diameter: 3/16" Ø

RECOMMENDED TOOL TYPES

1800 RPM MAX

Torque adjustable clutch, 4 AMP or higher

DO NOT use impacting tools

Wall Structural

Used to attach wall panel, wall flashing and light gauge parts with insulation

≤ R13

Self-Drilling Screw

12-14 x 1 1/4" TCP 3 5/16" Head

H1040 - w/o Washer

H1041 - w/ Washer

Self-Drilling Screw

12-14 x 2" TCP 3 5/16" Head

H1045 - w/o Washer

H1047 - w/ Washer

Color: All Standard SMP & PVDF

Check local plant stock inventory

Color: All Standard SMP & PVDF

Check local plant stock inventory

DRILLING CAPACITY

0.050 MIN / 0.140 MAX

Pre-Drill Diameter: 5/32" Ø

Wall Structural - Long

Used to attach wall panel, wall flashing and light gauge parts with insulation

> R13 and ≤ R19

DRILLING CAPACITY

0.090 MIN / 0.210 MAX

Pre-Drill Diameter: 3/16" Ø

RECOMMENDED TOOL TYPES

2000 RPM MAX

Torque adjustable clutch, 4 AMP or higher

DO NOT use impacting tools

RECOMMENDED TOOL TYPES

2000 RPM MAX

Torque adjustable clutch, 4 AMP or higher

DO NOT use impacting tools

SELF-TAPPING SCREW

(GOOF SCREW)

17-14 x 1" w/ Washer

5/16" UltiMate Head

Self-Drilling Screw

12-14 x 2" TCP 3 w/ Washer

5/16" UltiMate Head

Color: All Standard SMP & PVDF

Check local plant stock inventory

"Goof Screw"

Used at locations on roof, where fastener has stripped out.

RECOMMENDED TOOL TYPES

2000 RPM MAX

Torque adjustable clutch

DO NOT use impacting tools

DRILLING CAPACITY

N/A

Roof Structural

Used to attach roof panel, roof flashing, end laps and light gauge parts with insulation ≤ R16

Self-Drilling Screw

1/4-14 x 1 1/4" TCP 3 w/ Washer

5/16" UltiMate Head

Self-Drilling Screw

12-14 x 1 1/2" TCP 3 w/ Washer

5/16" UltiMate Head

Color: All Standard SMP & PVDF

Check local plant stock inventory

Color: All Standard SMP & PVDF

Check local plant stock inventory

Roof Structural - Long

Used to attach roof panel, roof flashing, end laps and light gauge parts with insulation = R19

DRILLING CAPACITY

0.090 MIN / 0.210 MAX

Pre-Drill Diameter: 3/16" Ø

DRILLING CAPACITY

0.050 MIN / 0.140 MAX

Pre-Drill Diameter: 5/32" Ø

Self-Drilling Screw

1/4-14 x 7/8" TCP 1 w/ Washer

5/16" UltiMate Head

Color: All Standard SMP & PVDF

Check local plant stock inventory

RECOMMENDED TOOL TYPES

2000 RPM MAX

Torque adjustable clutch, 4 AMP or higher

DO NOT use impacting tools

RECOMMENDED TOOL TYPES

2000 RPM MAX

Torque adjustable clutch, 4 AMP or higher

DO NOT use impacting tools

RECOMMENDED TOOL TYPES

2000 RPM MAX

Torque adjustable clutch, 4 AMP or higher

DO NOT use impacting tools

Roof Stitch

Used to attach roof trim end laps and trim to roof panel

DRILLING CAPACITY

0.035 MIN / 0.090 MAX

Pre-Drill Diameter: 1/8" Ø

RECOMMENDED TOOL TYPES

2000 RPM MAX

Torque adjustable clutch, 4 AMP or higher

DO NOT use impacting tools

Vented ridge

-To accomodate the thickness of Purlin Vent from Cor-A-Vent

Color: All Standard SMP & PVDF

Check local plant stock inventory

Pop Rivet

1/8" x 3/16"

Stainless Steel Blind Pop Rivet

Grommet Fastener

3/8" Diameter Stainless

Grommet Seal

Color: All Standard SMP & PVDF

Check local plant stock inventory

Color: Available in "No Paint" Only

Used at trim laps, corner caps, and attaching trim to panel where stitch fasteners can't be used

RECOMMENDED TOOL TYPES

Manual or electric rivet tool

DO NOT use impacting tools

RECOMMENDED TOOL TYPES

Torque adjustable clutch grommet tool

DO NOT use impacting tools

Used at translucent panel to metal side lap connections

Self-Drilling Screw

12-14 x 1" TCP 3

Square / Phillips Pancake Head

Color: Available in "No Paint" Only

Self-Tapping Fastener

10-12 X 1"

Square / Phillips Pancake Head

Self-Tapping Fastener

10-14 X 1-1/2" Woodtite w/ Washer

1/4" Head

Color: All Standard SMP & PVDF

Check local plant stock inventory

Color: Available in "No Paint" Only

DRILLING CAPACITY

0.090 MIN / 0.210 MAX

Pre-Drill Diameter: 3/16" Ø

RECOMMENDED TOOL TYPES

2000 RPM MAX

Torque adjustable clutch, 4 AMP or higher

DO NOT use impacting tools

Pancake Screw

Used to attach panel clips and rake angle to purlins

**ONLY WITH ZERO

STANDOFF CLIPS

Wood Structural

Used to attach panel and trim to wood structure

Non-Stock Special Order

Fastener

Wood Clip Screw

Panel clips to wood

**Only 0" offset clips

Non-Stock Special Order

Fastener

RECOMMENDED TOOL TYPES

2000-2500 RPM

Torque adjustable clutch, 4 AMP or higher

DO NOT use impacting tools

RECOMMENDED TOOL TYPES

2000-2500 RPM

Torque adjustable clutch, 4 AMP or higher

DO NOT use impacting tools

Insulation Retainer Washer

1/4 x 1-1/4" F8 Fender Washer

(1 1/4" O.D. w/ 5/16" I.D.)

Color: Available in "No Paint" Only

RECOMMENDED TOOL TYPES

N/A

Used in conjunction with

H1020 fasteners to secure roof insulation. Reference roofline trim details for specific applications.

H

DRILLING CAPACITY

0.110 MIN / 0.250 MAX

Pre-Drill Diameter: 3/16" Ø

H H

1 Self-Drilling Screw

12-24 x 1 1/2" TCP 5 5/16" Head

H1070 - w/o Washer

H1071 - w/ Washer

DRILLING CAPACITY

0.250 MIN / 0.500 MAX

Pre-Drill Diameter: 3/16" Ø

RECOMMENDED TOOL TYPES

1800 RPM MAX

Torque adjustable clutch, 4 AMP or higher

DO NOT use impacting tools

Color: All Standard SMP & PVDF

Check local plant stock inventory

Wall Structural

-HR w/ Washer

-HR w/o Washer

Used to attach wall panel and trims to hot roll members with insulation

≤ R13

H

Self-Drilling Screw

12-24 x 2" TCP 5 w/o Washer

5/16" Head

Color: Check w/ local plant

DRILLING CAPACITY

0.250 MIN / 0.500 MAX

Pre-Drill Diameter: 3/16" Ø

RECOMMENDED TOOL TYPES

1800 RPM MAX

Torque adjustable clutch, 4 AMP or higher

DO NOT use impacting tools

Wall Structural

-HR w/o Washer

Used to attach wall panel and trims to hot roll members with insulation

> R13 and ≤ R19

H H

1 Self-Drilling Screw

1/4-14 x 7/8" TCP 1 5/16" Head

H1060 - w/o Washer

H1061 - w/ Washer

Color: All Standard SMP & PVDF

Check local plant stock inventory

DRILLING CAPACITY

0.035 MIN / 0.090 MAX

Pre-Drill Diameter: 1/8" Ø

RECOMMENDED TOOL TYPES

2000 RPM MAX

Torque adjustable clutch, 4 AMP or higher

DO NOT use impacting tools

Wall Stitch

Used to attach wall trim end laps and trim to wall panel

A00100

T hi s se al p er ta in s o n ly to th e m a te ri a ls de si gn ed a nd s u p p lie d b y

N u co r

B ui ld in g S ys te m s, a d iv is io n o f N u co r C or po ra tio n.

T h e d ra w in g s a n d th e m et al b ui ld in g s w h ic h th e y re p re se n t ar e th e pr od u ct o f N u co r

B u ild in g S ys te m s.

T h e r e g is te r p ro fe ss io n a l en gi ne er w ho se s e a l a p p e a rs o n th e se dr aw in gs is e m p lo ye d b y N u co r B ui ld in gs

S ys te m s a n d d o e s n o t s e rv e as o r r ep re se n t t h e p ro je ct e n g in e e r o f re co rd a nd s h a ll n o t b e c o n st ru e d as s u ch

S H

E E

T

IS

S

U E

D W

N C

H K

E N

G P

E D

A T

E P

R O

JE

C

T N

A M

E

C U

S T

O M

E R

N A

M E

JO

B

N U

M B

E R

S H

E E

T T

IT

L

E

D O

F

B

IG

H O

R N

S T

E E

L B

U

IL

D

IN

G S

D B

A R

N R

U L

A

W O

O D

M E

N R

D C

O L

O R

A D

O S

P R

IN

G

S C

O

P U

E B

L O

C

WALL PANEL ERECTION

1. BLOCK GIRTS TO "LEVEL" POSITION BEFORE

STARTING PANEL ERECTION. MAINTAIN WOOD

BLOCKING (NOT BY METAL BUILDING SUPPLIER) UNTIL

PANEL TO STRUCTURAL FASTENERS ARE INSTALLED.

2. ALIGN AND PLUMB FIRST WALL PANEL.

3. TO PREVENT "OIL-CANNING", ALL PANEL FASTENERS

SHOULD START FROM BASE MEMBER AND THEN BE

SECURED TO EACH STRUCTURAL GIRT TOWARD THE

EAVE.

4. FOUNDATION MUST BE SQUARE, LEVEL, AND

CORRECT TO THE OUT-TO-OUT STEEL LINE

DIMENSIONS.

5. ERECTION CREW IS TO CLEAN ALL WALL PANELS

BEFORE LEAVING JOB SITE.

6. ERECTOR IS TO ERECT PANELS SO THAT SIDELAPS

ARE AWAY FROM THE MAIN TRAFFIC AREA'S LINE OF

SIGHT.

7. STORE PANELS PROPERLY TO PREVENT MOISTURE.

SEE ERECTION MANUAL.

8. AT FLUSH GIRT CONDITIONS, PRE-DRILL COLUMNS

(& STUBS IF REQ'D) FOR EASE OF PANEL ATTACHMENT

AT THESE AREAS.

9. INSTALL BASE PANEL CLOSURES (IF JOB REQUIRES

THEM). SEE BASE TRIM DETAILS.

H10 STITCH FASTENER

H10 STRUCTURAL FASTENER

H10

12" O.C. AT

TRIM

CORNER

TRIM

EAVE

MEMBER

WALL PANEL

SIDE LAP

GIRTS

H10

AT 30" O.C.

MAXIMUM

(MAY OR MAY

NOT LINE UP

WITH

SUPPORTS)

36"

NET COVERAGE

BASE

MEMBER

ERECTOR NOTE: 1/2" SIDELAP MASTIC (H3010) IS

REQUIRED IN SNOWDRIFT CONDITIONS. REFER TO THE

ELEVATIONS FOR LOCATION REQUIREMENTS.G

A

TRIM_532

GA0000

WALL SHEETING GENERAL NOTES

STEP 1: PLUMB AND SQUARE

THE FIRST STEP IN THE SUCCESSFUL INSTALLATION OF WALL

PANELS IS TO HAVE THE PRIMARY FRAMING PLUMB AND

SQUARE. FOR BEST RESULTS, IT IS RECOMMENDED THAT A

TRANSIT BE USED WHEN ERECTING THE STRUCTURAL STEEL.

MAKE SURE THAT THE FOUNDATION AND BUILDING

STRUCTURE IS SQUARE, LEVEL, AND CORRECT TO THE

OUT-TO-OUT STEEL LINE DIMENSIONS.

SEE FIGURE "A"

STEP 2: GIRT BLOCKING

BLOCK GIRTS TO “LEVEL” POSITION BEFORE STARTING THE

WALL SHEETING OR INSULATION. CHECK TO BE SURE THAT

THE EAVE STRUT AND GIRTS ARE STRAIGHT AND PLUMB. TO

ALIGN THE GIRTS, CUT TEMPORARY WOOD BLOCKING TO THE

PROPER LENGTH AND INSTALL BETWEEN THE LINES OF

GIRTS. THIS BLOCKING CAN BE MOVED FROM BAY TO BAY

WHICH WILL REDUCE THE NUMBER OF PIECES REQUIRED.

NORMALLY, ONE LINE OF BLOCKING PER BAY WILL BE

SUFFICIENT BUT WIDER BAYS MAY REQUIRE MORE. IT IS

RECOMMENDED TO BLOCK AT LEAST TWO BAYS AND LEAP

FROG THE BLOCKING AS A BAY IS SHEETED. BLOCKING

SHOULD NOT BE REMOVED UNTIL THE FULL BAY HAS BEEN

SHEETED.

SEE FIGURE "B"

STEP 3: PRE-DRILL PANEL LAP

STACK PANELS WITH ENDS FLUSH ON A LEVEL PLACE ON THE

GROUND IN PILES NOT EXCEEDING 10 PANELS. THEN PLACE

SMALL WOODEN BLOCKS UNDER SIDE-LAPPING EDGE OF

STACK OF PANELS TO HOLD THEM AT CORRECT HEIGHT AND

POSITION WHILE DRILLING FASTENER HOLES. HOLD PANELS

TIGHTLY TOGETHER AT EACH END WITH CLAMPING PLIERS.

CAREFULLY MARK POSITIONS FOR SIDE-LAP FASTENERS ON

TOP OF HIGH RIB. FASTENERS SHOULD BE LOCATED “ON

CENTER” OF HIGH RIB. DRILL HOLES FOR “STITCH” FASTENER

(USE #1,-7/32” - 15/64” DRILL-BIT) ON TOP SHEET OF SIDE-LAP.

BE SURE PANELS ARE WELL NESTED BEFORE DRILLING.

SEE FIGURE "C"

FASTENER INSTALLATION

RECOMMENDED TOOL TYPES: SEE ALSO FASTENER SCHEDULE

4 AMP OR HIGHER RATED TOOLS (DO NOT USE IMPACTING TOOLS)

2000 - 2500 RPM SCREW GUN WITH TORQUE ADJUSTABLE CLUTCH

MANUAL OR ELECTRIC RIVET TOOL

DO NOT USE IMPACTING TOOLS

TO ASSURE PROPER VOLTAGE TO THE TOOL, EXTENSION CORDS SHOULD BE CHECKED FOR PROPER WIRE

SIZE/CHORD LENGTH.

16 GAGE WIRE, MAXIMUM CHORD LENGTH = 100’

14 GAGE WIRE, MAXIMUM CHORD LENGTH = 200’

12 GAGE WIRE, MAXIMUM CHORD LENGTH = 300’

DRIVING TIPS:

SET THE NUT DRIVER AS DESCRIBED BELOW PRIOR TO INSTALLING FASTENERS TO PREVENT FASTENER WOBBLE...

COMPRESS THE INSULATION AT FASTENER LOCATION WITH ONE HAND WHILE DRIVING THE FASTENER WITH THE

OTHER. THIS WILL HELP KEEP THE PANEL FLAT AND PREVENT THE FASTENER FROM “WALKING”. DRIVE FASTENERS

PERPENDICULAR TO PANEL SURFACE.

EXCESSIVE PRESSURE CAN CAUSE DRILL POINT FAILURE. LET THE FASTENER DO THE WORK.

DO NOT OVER TIGHTEN FASTENERS AS THIS WILL LEAD TO PANEL DIMPLING AND DISTORTION.

PANEL ORIENTATION AND ALIGNMENT

NOTE THE ORIENTATION OF THE PROFILE AND BEARING LEG FOR THE LEADING EDGE OF THE PANEL. PANELS

SHOULD BE INSTALLED AS SHOWN BELOW TO HELP MAINTAIN PANEL MODULARITY / COVERAGE FOR THE LENGTH OF

THE WALL.

PANEL ERECTION

R-PANEL

A-PANEL

REVERSE R-PANEL TUCK PANEL TIGHT TO

THIS CORNER

MAY VARY

MAY VARY

STEEL LINE

STEEL LINE

STEEL LINE

GIRT

BLOCKING (NOT BY

METAL BUILDING

SUPPLIER)

FOUNDATION

FIGURE "C"

BASE TRIM LAP SEALANT

AT BASE TRIM LAPS, APPLY A BEAD OF POLYURETHANE TUBE CAULK (H3152) TO ALL ADJOINING SURFACES AND LAP

1”. SEE BASE TRIM DETAIL FOR THE SPECIFIC TRIM FOR YOUR PROJECT.

IF JOB HAS OPTIONAL FOAM PANEL CLOSURES ORDERED AT BASE, ATTACH TO INSIDE OF WALL PANEL AT BASE AND

FASTEN THROUGH PANEL AND CLOSURE, INTO BASE TRIM. FASTENING PATTERN WILL VARY PER WALL PANEL TYPE.

REFER TO THE WALL PANEL ERECTION DETAIL FOR MORE FASTENING INFO.

USE SUPPLIED BASE CORNER PIECES OR FIELD MITER BASE TRIM AT CORNERS.

INSULATION HINT: AT THE BASE, FOLD THE INSULATION VAPOR BARRIER OVER THE FIBER TO HELP PREVENT WATER

FROM WICKING.

POLYURETHANE

TUBE CAULK

(TYP)

BASE TRIM (NO

FASTENERS

REQ'D AT LAP)

IT IS RECOMMENDED

THAT THE EXPOSED

EDGE OF THE TRIM

LAPS BE CAULKED IN

ORDER TO HELP

PREVENT RUSTING.

BASE

TRIM

FIELD NOTCH THE

"BACK" VERTICAL

LEG OF THE BASE

TRIM 1" AT ALL LAPS

1"

LAP

TUBE CAULK

(APPLY TO ALL

(4) ADJOINING

SURFACES)

1"

LAP

FIELD CUTTING PANELS

WHEN FIELD CUTTING OR MITERING WALL PANELS, NON-ABRASIVE CUTTING TOOLS SUCH AS NIBBLERS OR TIN-SNIPS

SHALL BE USED. ABRASIVE CUTTING TOOLS SUCH AS MECHANICAL GRINDERS OR POWER SAWS CAN DAMAGE THE

MATERIAL FINISH AND CREATE EXCESS METAL SHAVINGS THAT CAN CORRODE THE PANELS. THE USE OF

NON-APPROVED CUTTING DEVICES MAY VOID THE FACTORY WARRANTY.

ANY METAL SHAVINGS THAT ARE CREATED NEED TO BE CLEANED FROM THE PANEL TO PREVENT SCRATCHING

AND/OR CORROSION. THE MANUFACTURER WILL NOT ACCEPT CLAIMS FOR DAMAGE/DETERIORATION DUE TO USE OF

UNAPPROVED TOOLS.

GAP

NO

GAP

1. PUT THE TOP OF THE FASTENER INTO THE NUT

DRIVER. NOTE: FOR PAINTED FASTENERS,

PLACE A SINGLE OR DOUBLED LAYER OF

PLASTIC BETWEEN THE FASTENER HEAD AND

THE NUT DRIVER.

2. PLACE THE POINT OF THE FASTENER ONTO

A HARD SURFACE AND FIRMLY HIT THE TOP OF

THE NUT DRIVER 2-3 TIMES.

4. BAD SET VS. GOOD SET.3. THE BASE OF THE NUT DRIVER SHOULD NOW

BE CONTACTING THE TOP OF THE HEAD OF THE

FASTENER WITH NO GAPS.

BASE TRIM (TRIM PROFILE VARIES

PER PROJECT) ATTACHMENT TO

FOUNDATION IS NOT BY METAL

BUILDING SUPPLIER

GIRT (SPACING

VARIES PER PROJECT)

EAVE FLASH NOT SHOWN FOR

CLARITY. (SEE ERECTION

DRAWING LOW EAVE DETAIL FOR

FASTENER REQUIREMENTS AND

PART NUMBERS)

EAVE STRUT

PANEL ERECTION DETAIL

FOR MARK NUMBER AND

SPACING)

GIRT BLOCKING AS

DESCRIBED IN BUILDING

AND PANEL PREPARATION

STEP 2 (NOT BY METAL

BUILDING SUPPLIER)

3'-0" (PANEL COVERAGE

DRILL BIT

TOP LAP

PRE-DRILLED

TOP PANEL

WOOD BLOCK

FIGURE "A"

EAVE MEMBER

FRAME

FIGURE "B"

PANEL INSTALLATION & FASTENER SEQUENCE

STEP 1: INSTALL FIRST PANEL

INSTALL THE FIRST WALL PANEL AT THE BUILDING CORNER AND ALIGN THE PANEL RIB WITH THE STEEL LINE AS SHOWN

IN THE CORNER DETAILS USING THE START/FINISH DIMENSION SHOWN ON THE PLAN. IT IS EXTREMELY IMPORTANT

THAT THE FIRST WALL PANEL IS INSTALLED PLUMB AND SQUARE. USE A LEVEL OR A TRANSIT TO AID IN THIS PROCESS.

PLACE A 1/8" SHIM ON THE BASE TRIM UNDER THE PANEL TO HOLD THE PANEL OFF THE BASE TRIM. ENSURE THAT THE

WEIGHT OF THE PANEL DOES NOT FORCE BASE TRIM TO EXCESSIVELY BEND DOWN. BASE TRIM SHOULD HAVE A SLIGHT

SLOPE TO ALLOW WATER TO RUN OUT AND NOT SIT ON BASE TRIM.

SEE FIGURE "D" - TO RIGHT

WHEN INSTALLING THE PANEL, APPLY PRESSURE EVENLY TO AVOID DISTORTING THE PANEL AND CAUSING OIL

CANNING.

SEE FIGURE "E" - ABOVE

RECOMMENDED PANEL FASTENING SEQUENCE IS SHOWN TO THE RIGHT. THIS PATTERN AIDS IN PLUMBING AS WELL AS

MAINTAINING PANEL COVERAGE / MODULARITY. SOME APPLICATIONS MAY REQUIRE MODIFIED SEQUENCE AND WILL BE

BEST DETERMINED IN THE FIELD. DO NOT ATTACH PANEL AT BASE AND TOP AND WORK TOWARD THE MIDDLE OF THE

PANEL. THIS CREATES OIL CANNING. MANUFACTURER IS NOT RESPONSIBLE FOR FINAL APPEARANCE OF INSTALLED

PANEL.

STEP 2: INSTALL SUBSEQUENT PANELS

INSTALL THE SECOND PANEL BY LAYING THE LAP EDGE OVER THE BEARING RIB OF THE FIRST PANEL. SEE BELOW FOR

PROPER ALIGNMENT AT SIDE-LAP. CHECK PANEL PLUMBNESS AND FASTEN PANEL IN THE SAME SEQUENCE STARTING

WITH THE STRUCTURAL FASTENERS ALONG THE LAP TO ENSURE A TIGHT SIDE-LAP. CONTINUE FOR THE REMAINDER OF

THE WALL, CUTTING PANELS AROUND FRAMED OPENINGS AS REQUIRED. (TRIM SHOULD BE INSTALLED AROUND

OPENINGS PRIOR TO INSTALLING PANEL)

RECOMMENDED TIPS:

WALL PANELS CAN BE INSTALLED LEFT TO RIGHT OR RIGHT TO LEFT. IT IS RECOMMENDED TO INSTALL SHEETS

STARTING OPPOSITE THE PREVAILING VIEW / WIND SO THAT THE SIDE-LAP SEAM IS AWAY AND LESS NOTICEABLE.

LAP LEG

LAP LEG

BEARING LEG

LAP LEG

BEARING LEG

BEARING LEG

TUCK PANEL TIGHT TO

THIS CORNER

PUSH NEXT TO

MAJOR RIB IN

FLAT OF PANEL

FIGURE "D"

FIGURE "E"

NOTE: BASE TRIM PROFILES ARE MANUFACTURED WITH A 5°D SLOPE TO PROMOTE WATER SHED. ENSURE

SLOPE IS PRESENT TO PREVENT HOLDING WATER. DO NOT ALLOW WEIGHT OF PANEL TO OVER BEND TRIM

CREATING LARGER GAP AT RIB OF PANEL.

CORRECT OVER BENT

SHOWS GAP @ HIGH RIBS

UNDER BENT

HOLDS WATER

7'-6"

(STD)

SHEETING DIRECTION

APPLY EVEN PRESSURE WITH

FOREARM AS SHOWN. DO NOT

CAUSE PANEL TO GROW IN WIDTH.

WALL INSULATION

H1020 / H2200

SUPPLIED @

1'-0" O.C. FOR

INSULATION

TIE-OFF

T hi s se al p er ta in s o n ly to th e m a te ri a ls de si gn ed a nd s u p p lie d b y

N u co r

B ui ld in g S ys te m s, a d iv is io n o f N u co r C or po ra tio n.

T h e d ra w in g s a n d th e m et al b ui ld in g s w h ic h th e y re p re se n t ar e th e pr od u ct o f N u co r

B u ild in g S ys te m s.

T h e r e g is te r p ro fe ss io n a l en gi ne er w ho se s e a l a p p e a rs o n th e se dr aw in gs is e m p lo ye d b y N u co r B ui ld in gs

S ys te m s a n d d o e s n o t s e rv e as o r r ep re se n t t h e p ro je ct e n g in e e r o f re co rd a nd s h a ll n o t b e c o n st ru e d as s u ch

S H

E E

T

IS

S

U E

D W

N C

H K

E N

G P

E D

A T

E P

R O

JE

C

T N

A M

E

C U

S T

O M

E R

N A

M E

JO

B

N U

M B

E R

S H

E E

T T

IT

L

E

D O

F

B

IG

H O

R N

S T

E E

L B

U

IL

D

IN

G S

D B

A R

N R

U L

A

W O

O D

M E

N R

D C

O L

O R

A D

O S

P R

IN

G

S C

O

P U

E B

L O

C

TRIM_547

GENERAL ROOF PANEL NOTES

FASTENER INSTALLATION

RECOMMENDED TOOL TYPES: SEE ALSO FASTENER SCHEDULE

4 AMP OR HIGHER RATED TOOLS (DO NOT USE IMPACTING TOOLS)

2000 - 2500 RPM SCREW GUN WITH TORQUE ADJUSTABLE CLUTCH

MANUAL OR ELECTRIC RIVET TOOL

DO NOT USE IMPACTING TOOLS

TO ASSURE PROPER VOLTAGE TO THE TOOL, EXTENSION CORDS SHOULD BE CHECKED FOR PROPER WIRE

SIZE/CHORD LENGTH.

16 GAGE WIRE, MAXIMUM CHORD LENGTH = 100’

14 GAGE WIRE, MAXIMUM CHORD LENGTH = 200’

12 GAGE WIRE, MAXIMUM CHORD LENGTH = 300’

DRIVING TIPS:

SET THE NUT DRIVER AS DESCRIBED BELOW PRIOR TO INSTALLING FASTENERS TO PREVENT FASTENER WOBBLE...

SOCKET EXTENSIONS (4" OR 6") ARE RECOMMENDED TO BE USED FOR INSTALLING PANEL CLIP FASTENERS TO

MAINTAIN VERTICAL FASTENER INSTALLATION.

EXCESSIVE PRESSURE CAN CAUSE DRILL POINT FAILURE. LET THE FASTENER DO THE WORK.

DO NOT OVER TIGHTEN FASTENERS AS THIS WILL LEAD TO PANEL DIMPLING AND DISTORTION.

GAP

NO

GAP

1. PUT THE TOP OF THE FASTENER INTO THE NUT

DRIVER. NOTE: FOR PAINTED FASTENERS,

PLACE A SINGLE OR DOUBLED LAYER OF

PLASTIC BETWEEN THE FASTENER HEAD AND

THE NUT DRIVER.

2. PLACE THE POINT OF THE FASTENER ONTO

A HARD SURFACE AND FIRMLY HIT THE TOP OF

THE NUT DRIVER 2-3 TIMES.

4. BAD SET VS. GOOD SET.3. THE BASE OF THE NUT DRIVER SHOULD NOW

BE CONTACTING THE TOP OF THE HEAD OF THE

FASTENER WITH NO GAPS.

ROOF PLANE

S T

A R

T P

A N

E L

FULL WIDTH PANELS

"BEARING LEG"

F

IN

IS

H

P A

N E

L

LOW EAVE

LOW EAVE

"BEARING LEG"

FULL WIDTH PANELS

F

IN

IS

H

P A

N E

L

S T

A R

T P

A N

E L

BEARING LEG

1.) THE ROOF SHEETING PLAN IS SHOWN WITH THE ROOF PANELS BEING ERECTED FROM "LEFT-TO-RIGHT".

IF THE DESIRE IS TO ERECT THE ROOF PANELS FROM "LEFT-TO-RIGHT", FOLLOW THE ROOF SHEETING PLAN

AS SHOWN. IF THE DESIRE IS TO ERECT THE ROOF PANELS FROM "RIGHT-TO-LEFT", FOLLOW THE

INSTRUCTIONS SHOWN BELOW.

2.) WHEN SETTING BUNDLES OF PANELS ON THE ROOF, THE "BEARING LEG" MUST ALWAYS BE AWAY FROM

THE END OF THE BUILDING WHERE THE SHEETING WILL BEGIN.

ORIGINAL LAYOUT

(LEFT-TO-RIGHT)

ROTATE PANELS

180°

(RIGHT-TO-LEFT)

ROOF SHEETING DIRECTION

ROOF SYSTEM

THE ROOF SYSTEM CONSISTS OF 24/26 GAUGE PANELS WITH A NOMINAL COVERAGE OF 3'-0" AND A PANEL RIBS THAT

ARE 1 1/4" HIGH AND THROUGH FASTENED ON THE FLAT OF PANEL INTO SECONDARY MEMBERS.

STRUCTURAL FASTENER SPACING REQUIREMENTS

THE ROOF SYSTEM USES STRUCTURAL FASTENERS TO ATTACH THE PANELS TO THE ROOF SECONDARY MEMBERS.

STRUCTURAL FASTENER SPACING REQUIREMENTS ARE SHOWN IN A SEPARATE DETAIL SPECIFIC TO THIS PROJECT.

SIDE LAP FASTENER SPACING REQUIREMENTS

SIDE LAP FASTENERS ARE REQUIRED AT THE SIDELAP OF THE PANELS. THE SPACING OF THESE FASTENERS VARIES

BY DESIGN OF SPECIFIC PROJECT REQUIREMENTS AND MAY VARY IN DIFFERENT AREAS OF THE ROOF. REFERENCE

THE SIDE LAP FASTENER SPACING DETAIL FOR PROJECT SPECIFIC REQUIREMENTS.

ROOF TOP UNITS AND CURB SUPPORTS

THE ROOF CURBS SUPPLIED BY MBS ARE DESIGNED TO BE INSTALLED AFTER THE ROOF PANEL IS INSTALLED.

REFERENCE ROOF CURB INSTALLATION DETAILS IF PROJECT HAS CURBS SUPPLIED BY MBS.

IF CURBS ARE NOT SUPPLIED BY MBS, CARE SHOULD BE TAKEN TO ENSURE WATER TIGHTNESS AND PROPER

INSTALLATION ARE ACHIEVED. MBS IS NOT RESPONSIBLE FOR INSTALLATION DETAILS OR METHODS RELATED TO

CURBS NOT SUPPLIED BY MBS.

INSULATION REQUIREMENTS

INSULATION IS RECOMMENDED TO BE USED IN ALL ROOF APPLICATIONS TO AVOID PROBLEMS WITH CONDENSATION

FORMING ON THE UNDERSIDE OF THE SHEETING. THIS ALSO PROVIDES A BUFFER BETWEEN THE PURLINS AND THE

ROOF TO ELIMINATE NOISE AND POSSIBLE DAMAGE DUE TO METAL-TO-METAL CONTACT.

PAINTED ROOF

PAINTED ROOF PANELS ARE OFTEN PROVIDED BY MBS. IN THIS CASE, GUTTER BRACKETS WILL BE PAINTED TO MATCH

THE ROOF COLOR AS A STANDARD.

SEALING MATERIAL COMPRESSED

UNDER CAP OF FASTENER.

SEALING MATERIAL VISIBLE UNDER

CAP OF FASTENER.

SEALING MATERIAL COMPRESSED

BUT DIMPLED THE PANEL / TRIM.

CORRECT TOO LOOSE TOO TIGHT

2" COMPRESS TO SINGLE

THICKNESS AFTER

LAPPING

MASTIC APPLICATION

TEMPERATURE EXTREMES

TEMPERATURE EXTREMES MUST BE CONSIDERED DURING INSTALLATION OF THE ROOF DUE TO THE SENSITIVITY OF

MASTICS. THE RECOMMENDED INSTALLATION TEMPERATURE RANGE IS 20-120 DEGREES FAHRENHEIT. AT COLDER

TEMPERATURES, THE MASTIC STIFFENS RESULTING IN LOSS OF ADHESION AND COMPRESSIBILITY. AT HOTTER

TEMPERATURES, THE MASTIC BECOMES TOO SOFT FOR PRACTICAL HANDLING. ON COLD BUT SUNNY DAYS, THE

PANEL SURFACE MAY BECOME WARM ENOUGH TO ACCEPT THE APPLICATION OF HEATED MASTIC EVEN THOUGH THE

AIR TEMPERATURE IS BELOW 20 DEGREES FAHRENHEIT.

WHEN OVERNIGHT TEMPERATURES FALL BELOW FREEZING, THE MASTIC SHOULD BE STORED IN A HEATED ROOM SO

IT WILL BE WARM ENOUGH TO USE THE FOLLOWING DAY. ON HOT DAYS, THE MASTIC CARTONS SHOULD BE STORED

OFF THE ROOF IN A COOL AND SHADED AREA. WHILE ON THE ROOF, MASTIC ROLLS SHOULD BE KEPT SHADED UNTIL

ACTUAL USE.

IN VERY COLD WEATHER, IT IS RECOMMENDED THAT THE FASTENERS BE TIGHTENED SLOWLY AND ONLY TIGHT

ENOUGH THAT THE MASTIC IS IN FULL CONTACT WITH THE PANEL OR FLASHING. THEN ON THE NEXT SUNNY DAY, COMPLETE THE TIGHTENING PROCESS AFTER THE SUN WARMS THE PANEL AND FLASHING SURFACES.

CONTAMINATION

TO ASSURE PROPER ADHESION AND SEALING, THE MASTIC MUST HAVE COMPLETE CONTACT WITH ADJOINING

SURFACES. CONTAMINANTS SUCH AS WATER OIL, DIRT AND DUST PREVENT SUCH CONTACT. THE PANEL AND

FLASHING SURFACES MUST BE DRY AND THOROUGHLY CLEANED OF ALL CONTAMINANTS. BEFORE APPLYING TAPE

MASTIC, THE MASTIC SHOULD BE CHECKED FOR CONTAMINANTS. IF THE MASTIC SURFACES ARE CONTAMINATED, IT

MUST NOT BE USED.

DURING COOL WEATHER, CONDENSATION OR LIGHT MIST CAN ACCUMULATE ON THE PANEL AND FLASHING SURFACE

AND NOT BE EASILY NOTICED. IT IS RECOMMENDED THAT THE MASTICS ALWAYS BE KEPT UNDER PROTECTIVE COVER

AND THAT THE PANEL AND FLASHING SURFACES BE WIPED DRY IMMEDIATELY BEFORE INSTALLATION.

TAPE MASTIC IS PROVIDED WITH A PROTECTIVE PAPER TO REDUCE CONTAMINATION. INCOMPLETE REMOVAL OF THE

PROTECTIVE PAPER WILL PREVENT THE MASTIC ADHESION TO THE PANEL OR FLASHING SURFACES. ALWAYS CHECK

THAT THE PROTECTIVE PAPER IS COMPLETELY REMOVED. DO NOT REMOVE THE PROTECTIVE PAPER UNTIL

IMMEDIATELY BEFORE THE PANEL OR FLASHING IS INSTALLED OVER THE MASTIC.

COMPRESSION

TO ASSURE PROPER COMPRESSION AND SEAL, THE TAPE MASTIC MUST BE COMPRESSED BETWEEN THE PANEL AND

FLASHING SURFACES WITH FIRM AND UNIFORM PRESSURE. IN MOST CASES, THE REQUIRED PRESSURE IS APPLIED BY

THE CLAMPING ACTION OF SCREWS PULLING THE ADJOINING SURFACES TOGETHER. HOWEVER, THE TAPE SEALANT’S

RESISTANCE TO PRESSURE BECOMES GREATER IN COLD WEATHER.

DURING COLD WEATHER, THE FASTENERS MUST BE TIGHTENED SLOWLY TO ALLOW THE MASTIC TIME TO COMPRESS.

IF THE FASTENERS ARE TIGHTENED TOO FAST, THE FASTENERS MAY STRIP OUT BEFORE THE MASTIC COMPRESSES

ADEQUATELY, OR THE PANEL OR FLASHING MAY DEFORM IN THE IMMEDIATE AREA OF THE FASTENER, LEAVING THE

REST OF THE MASTIC INSUFFICIENTLY COMPRESSED.

INSIDE CORNERS

AN INSIDE RADIUS, SUCH AS WHERE THE PANEL FLAT MEETS A RIB, IS USUALLY THE MOST CRITICAL AREA TO SEAL. A

COMMON MISTAKE FOR THE INSTALLER IS TO BRIDGE THE MASTIC ACROSS THE INSIDE RADIUS.

WHEN THE LAPPING PANEL OR FLASHING IS PUSHED INTO PLACE, THE BRIDGED MASTIC IS STRETCHED AND THINNED.

THE MASTIC MAY THEN BE TOO THIN TO ADEQUATELY SEAL THIS CRITICAL AREA. WHEN TAPE MASTIC IS APPLIED AT

AN INSIDE RADIUS, IT IS RECOMMENDED THAT THE MASTIC BE FOLDED BACK, THEN PUSH THE MASTIC FOLD INTO THE

RADIUS.

PAPER

BACKING

ARM'S LENGTH

REMOVE PAPER BACKING

ONLY AS WORK PROGRESSES MASTIC LAP

INCORRECT CORRECT

DESIGN AND PERFORMANCE CRITERIA

REGULATIONS

REGULATIONS SET FORTH BY THE OCCUPATIONAL SAFETY AND HEALTH ACT, LOCAL, STATE, AND/OR FEDERAL

AGENCIES SHOULD BE ADHERED TO AT ALL TIMES. MBS IS NOT RESPONSIBLE FOR INJURY, DAMAGE, OR FAILURE, WHICH MAY BE THE RESULT FROM FAILING TO MEET ANY OF THESE REGULATIONS.

IN COMPLIANCE WITH THE HAZARD COMMUNICATION RULE 1910:1200, MATERIAL SAFETY DATA SHEETS (MSDS) HAVE

BEEN PROVIDED FOR YOUR USE AND SAFETY. THESE DATA SHEETS SHOULD BE MADE AVAILABLE TO ALL PERSONNEL

THAT COME IN CONTACT WITH THESE PRODUCTS. THESE DATA SHEETS WILL GIVE YOU THE NECESSARY

INFORMATION TO PROPERLY HANDLE SUCH MATERIALS AND WHAT TO DO IN CASE OF AN EMERGENCY. (THE MSDS

SHEETS ARE LOCATED ONLINE AND ARE AVAILABLE UPON REQUEST).

THE ERECTOR OF THE ROOF SYSTEM IS RESPONSIBLE FOR THE SAFE EXECUTION OF THIS DETAIL. THESE

INSTRUCTIONS ARE INTENDED TO DESCRIBE THE SEQUENCE AND PROPER PLACEMENT OF PARTS. THEY ARE NOT

INTENDED TO PRESCRIBE COMPREHENSIVE SAFETY PROCEDURES. THE PROCEDURES IN THIS DETAIL ARE BELIEVED

TO BE RELIABLE. HOWEVER, MBS SHALL NOT BE RESPONSIBLE FOR INJURY, DAMAGE, OR FAILURE DUE TO THE

MISAPPLICATION OF THESE PROCEDURES, IMPROPER ERECTION TECHNIQUES, OR NEGLIGENCE

WALKING AND WORKING ON ROOF PANELS

DO NOT PLACE BUNDLES OF PANELS ON THE ROOF STRUCTURE WITHOUT FIRST VERIFYING THE STRUCTURE WILL

SAFELY SUPPORT THE CONCENTRATED WEIGHT OF THE PANELS AND THE WEIGHT OF THE INSTALLATION CREW.

SOME ROOF STRUCTURES MAY NOT BE DESIGNED TO SUPPORT THE WEIGHT OF A FULL PANEL BUNDLE WITHOUT

ADDITIONAL STRUCTURE SUPPORT.

DO NOT USE A ROOF PANEL AS A WORKING PLATFORM. AN UNSECURED PANEL COULD COLLAPSE UNDER THE

WEIGHT OF A PERSON STANDING BETWEEN PURLINS OR AT THE PANEL END.

DO NOT WALK ON THE LAST INSTALLED PANEL RUN, AS THE UNSECURED EDGE COULD COLLAPSE UNDER A PERSON’S

WEIGHT. WHEN INSTALLING PANELS OR MAKING END LAP CONNECTIONS, ETC., STAND WHERE THE ROOF

STRUCTURAL WILL SUPPORT YOUR WEIGHT.

AN APPROVED AND SAFE WALKING PLATFORM SHOULD BE USED IN HIGH TRAFFIC AREAS TO PREVENT THE ROOF

PANEL FROM BEING DEFORMED, SCRATCHED, OR SCUFFED.

SAFETY EQUIPMENT

THE USE OF SAFETY EQUIPMENT FOR THE ROOF PANEL INSTALLATION IS RECOMMENDED AT ALL TIMES DURING THE

INSTALLATION PROCESS. HOWEVER, WHEN USING LANYARDS, ENSURE THAT THE CLASP, BELT HOOKS AND WIRE

CABLES ARE COVERED IN SUCH A MANNER THAT THEY WILL NOT SCRATCH THE PANEL SURFACE IF ACCIDENTALLY

DRAGGED ALONG THE PANEL.

CREW SIZE

THE LENGTH OF THE INDIVIDUAL ROOF PANELS SHOULD BE CONSIDERED WHEN DETERMINING CREW SIZE. IT IS

RECOMMENDED THAT UNDER NORMAL CONDITIONS, THERE BE ONE PERSON FOR EVERY TEN FEET OF PANEL LENGTH, PLUS ONE.

PANEL OVERHANG

DO NOT STAND ON THE END OF UNSUPPORTED (CANTILEVERED) PANELS AT THE EAVE OR RIDGE. STANDING ON THE

CANTILEVER PORTION MAY RESULT IN PANEL COLLAPSE.

POINT LOADS

WHEN PROPERLY SUPPORTED BY THE STRUCTURAL STEEL, PANELS ARE DESIGNED TO SUPPORT UNIFORM LOADS, WHICH ARE EVENLY DISTRIBUTED OVER THE PANEL SURFACES. POINT LOADS THAT OCCUR IN SMALL OR

CONCENTRATED AREAS, SUCH AS HEAVY EQUIPMENT, LADDER, OR PLATFORM FEET, ETC., MAY CAUSE PANEL

DEFORMATION OR EVEN PANEL COLLAPSE.

SLICK SURFACES

PANEL SURFACES AND STRUCTURAL STEEL SURFACES ARE HARD, SMOOTH, AND NONABSORBENT, WHICH CAUSES

THESE SURFACES TO BE VERY SLICK WHEN WET OR COVERED WITH SNOW OR ICE. EVEN BLOWING SAND OR HEAVY

DUST CAN MAKE THESE SURFACES DIFFICULT TO WALK ON WITHOUT SLIPPING.

UNPAINTED PANEL SURFACES ARE OFTEN COATED WITH OIL TO ACCOMMODATE THE PANEL-FABRICATION PROCESS.

ALTHOUGH DESIGNED TO WASH AWAY OR EVAPORATE DURING NORMAL WEATHER, THE OIL ON NEW PANELS CAN BE

EXTREMELY SLICK, ESPECIALLY DURING PERIODS OF LIGHT RAIN AND DEW.

CAUTION MUST BE EXERCISED TO PREVENT SLIPPING AND FALLING ONTO THE ROOF SURFACE OR EVEN SLIDING OFF

THE ROOF. NON-SLIP FOOTWEAR IS A NECESSITY AND NON-SLIP WORKING PLATFORMS ARE RECOMMENDED.

ELECTRICAL CONDUCTANCE

METAL PANELS ARE EXCELLENT ELECTRICAL CONDUCTORS. A COMMON CAUSE OF INJURY IS THE CONTACT OF

METAL PANELS WITH POWER LINES DURING HANDLING AND INSTALLATION. THE LOCATION OF ALL POWER LINES MUST

BE NOTED AND, IF POSSIBLE, FLAGGED. THE INSTALLATION PROCESS MUST BE ROUTED TO AVOID ACCIDENTAL

CONTACT WITH ALL POWER LINES AND HIGH VOLTAGE SERVICES AND EQUIPMENT. ALL TOOLS AND POWER CORDS

MUST BE PROPERLY INSULATED AND GROUNDED AND THE USE OF APPROVED GROUND FAULT CIRCUIT BREAKERS IS

RECOMMENDED.

FALSE SECURITY OF INSULATION

BLANKET AND RIGID BOARD INSULATION BLOCK THE INSTALLER’S VIEW OF THE GROUND BELOW THE ROOF. SERIOUS

INJURY CAN OCCUR WHEN THE INSTALLER GETS A FALSE SENSE OF SECURITY BECAUSE HE CANNOT SEE THE

GROUND AND STEPS THROUGH THE INSULATION.

SHARP EDGES

SOME EDGES OR PANELS AND FLASHING ARE RAZOR SHARP AND CAN CAUSE SEVERE CUTS IF PROPER PROTECTIVE

HAND GEAR IS NOT WORN. BE CAREFUL NOT TO INJURE OTHERS WHILE MOVING PANELS AND FLASHING.

COORDINATION WITH OTHER TRADES

SUPPORTS FOR THE ROOF SYSTEM SHALL BE PROVIDED AND ARE REQUIRED AS SHOWN IN THE SECTIONS AND AS

NOTED IN THESE SPECIFICATIONS. ALL NECESSARY CLEARANCE DIMENSIONS FOR PROPER ELEVATIONS RELATIVE TO

THE ROOF PANELS HAVE BEEN SHOWN. THE ERECTOR SHALL BE RESPONSIBLE FOR COORDINATING THESE

DIMENSIONAL REQUIREMENTS WITH OTHER TRADES ASSOCIATED WITH THE BUILDING ROOF SYSTEM.

ERECTION CARE

THE ERECTOR MUST BE SKILLED IN THE ERECTION OF METAL BUILDING SYSTEMS AND IS RESPONSIBLE FOR

COMPLYING WITH ALL APPLICABLE LOCAL, FEDERAL AND STATE CONSTRUCTION AND SAFETY REGULATIONS

INCLUDING OSHA REGULATIONS AS WELL AS ANY APPLICABLE REQUIREMENTS OF LOCAL, NATIONAL OR

INTERNATIONAL UNION RULES OR PRACTICES. THE ERECTOR REMAINS SOLELY RESPONSIBLE FOR THE SAFETY AND

APPROPRIATENESS OF ALL TECHNIQUES AND METHODS UTILIZED BY ITS CREWS IN THE ERECTION OF THE METAL

BUILDING SYSTEM AND/OR THE ROOF SYSTEM. THE ERECTOR IS ALSO RESPONSIBLE FOR SUPPLYING ANY SAFETY

DEVICES SUCH AS SCAFFOLDS, RUNWAYS, NETS, ETC. WHICH MAY BE REQUIRED TO SAFELY ERECT THE METAL

BUILDING SYSTEM AND/OR ROOF SYSTEM.

THE ERECTOR OF THE ROOF SYSTEM SHALL EXERCISE GREAT CARE AND ATTENTION TO THE DETAILS AS SHOWN ON

THESE DRAWINGS TO INSURE A SECURE AND PROPER FIT OF ALL COMPONENTS. MBS SHALL NOT BE RESPONSIBLE

FOR SUPERVISING AND/OR COORDINATING THE ERECTION OF THE ROOF SYSTEM WITH OTHER TRADES.

DUE CONSIDERATION MUST BE GIVEN BY THE ERECTOR TO THE EFFECTS OF THERMAL EXPANSION AND

CONTRACTION WHEN ERECTING A ROOF TIE-IN TO AN EXISTING STRUCTURE TO INSURE A SAFE, SECURE, WEATHERTIGHT…