pbr panel (steel substrate) technical/erection manual€¦ · technical/erection manual toll free:...

PBR PANEL (STEEL SUBSTRATE)

TECHNICAL/ERECTION MANUAL

www.matadormetalbuildings.comToll Free: (888) 276-7976 Office: (229) 226-0911 Fax: (229) 236-0780

121 Industrial Blvd. Thomasville, GA 31792

TABLE OF CONTENTS

TABLE OF CONTENTS:

PBR PANEL PROPERTIES

PBR PANEL NOTES

PBR TRIM DETAILS

PBR FASTENER PATTERNS

PBR PANEL ERECTION DETAILS

RIDGE ROLL & DIE-FORMED RIDGE

PANEL END LAP & EAVE TRIM

HIGHSIDE RAKE & RAKE DETAILS

HANG-ON GUTTER & EAVE GUTTER

HIGH-SIDE PARAPET & PARAPET RAKE

VALLEY & HIP

OUTSIDE CORNER & INSIDE CORNER

JAMB & HEAD DETAIL

BASE DETAILS

SUBJECT TO CHANGE WITHOUT NOTICE www.matadormetalbuildings.com

RS-1

RS-2

RS-3 - RS-7

RS-8

RS-9

RS-10

RS-11

RS-12

RS-13

RS-14

RS-15

RS-16

RS-17

EFFECTIVE FEB 2019

1'-0"

'

COVERAGE WIDTH

MINIMUM SLOPE

PANEL ATTACHMENT -

PANEL SUBSTRATE

GAUGE

SPAN TYPE LOAD TYPE

SINGLE NEGATIVEWINDLOAD POSITIVE WINO/LIVE LOAD

2-SPAN NEGATIVE WINO LOAD POSITIVE WINDIUVE LOAD

3-SPAN NEGATIVE WIND LOAD POSITIVE WIJ,D/UVE LOAD

4-SPAN NEGATIVE WIND LOAD POSITIVE WIJ,D/UVE LOAD

!:!Qifil:

PBR PANEL PROPERTIES 3'-0"

1'-0"

36"

3" PER FOOT WITHOUT LAP SEALANT ½" PER FOOT WITH LAP SEALANT

#12 x 1¼" SELF-DRILLING TEK SCREWS

16 GA. MIN. STEEL PURLINS

26MIN.

26 GA. PBR ROOF PANEL ALLOWABLE UNIFORM LOADS IN POUN:>S PER SQUARE R:>OT

PBR26Gauge SPAN(FEET)

2.0 2.5 3.0 3.5 4.0 221.0 141.4 982 72.2 49.2 159.8 103.0 71.6 52.6 38.5 161.0 103.0 71.6 52.6 40.3 125.5 100.4 70.3 51.9 39.9 201.3 128.8 89.4 65.7 50.3 142.7 114.1 87.3 64.5 49.6 187.9 120.3 83.5 61.4 47.0 137.3 109.8 81.7 60.4 46.4

4.5 34 5 27 0 31 8 31.6 398 393 37.1 36.7

1'-0"

5.0 5.5 6.0 25 2 18.9 14.6 19.7 14.8 11.4 25 8 21.3 17 9 25.6 212 17 8 32 2 26.6 22.4 31 9 26.4 21 5 500 24.8 20 9 60 0 24.7 20 8

1) Section properties and allow able loads were c�ed i1 accordance with tile 2001 edition of the Nortll American SpecWication For Design Of Cold-Forrred Steel Structural Merrbers. 2) Allow able loads are based on uniform span lengths, Order thickness t = .0185", Fy = 80 ksi but reduced to 60 ksi for design per AISI. 3) UIIE LOAD is inited by bending, shear, combi1ed shear & bendng and web crippling and deflection of U180. 4) NEGA TWEWl'JO LOAD is irrited by bendi1g, shear, coot>ned shear and bending and deflection of U180. 5) NEGATIVEWl'JOLOAD Deflection has been increased by 30% per BC 2006 Table 1604.3. 6) NEGA TWE WNO LOAD does not consider fastener pulout or pullover. 7) The weight of the panel has not been deducted from the alloWable loads. 8) Panel was tested per ASlM E1592-01 for R>sitive/Negative Loadng, 4 spans at 5·-0· by Force Engi1eeri1g & Testi1g, 11c. 06-007 4T-09.

26 GA. R / PBR WALL PANEL ALLOWABLE UNIFORM LOADS IN POUNDS PER SQUARE FOOT

R / PBR 26 Gauge

SPANTIPE LOADTIPE SPAN (1-ttl 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0

SINGLE NEGATIVE WIND LOAD 221.0 141.4 982 722 55.3 43.7 35.4 28.4 21.9 POSITIVE WIND LOAD 159.8 103.0 71.6 52.6 40.3 31.8 25.8 21.3 17.9

2-SPAN NEGATIVE WIND LOAD 161.0 103.0 71.6 52.6 40.3 31.8 25.8 21.3 17.9 POSITIVE WIND LOAD 125.5 100.4 70.3 51.9 39.9 31.6 25.6 212 17.8

3-SPAN NEGATIVE WIND LOAD 201.3 128.8 89.4 65.7 50.3 39 8 322 26.6 22.4 POSITIVE WIND LOAD 142.7 114.1 87.3 64.5 49.6 39 3 31.9 26.4 222

4-SPAN NEGATIVE WIND LOAD 187.9 120.3 83.5 61.4 47.0 37.1 50.0 24.8 20 9 POSITIVE WIND LOAD 137.3 109.8 81.7 60.4 46.4 36.7 60.0 24.7 20.8

!::!2!fil 1) Section properties and allow able loads were computed i1 accordance w ilh the 2001 ed�ion of the tllorth Arrerican Specification For Desg, Of Cold-Forrred Steel Structural Merrbers. 2) Akm able loads are based on uniform span lengths, Order thickness t = .0185", Fy = 80 ksi but reduced to 60 ksi for dlesign per AISL 3) POSITl\/EWtOLOAO is limed by bending, shear, coot>i1ed shear & bending and web crippli1g and deflection of U120.4) N33ATIIIEWNOLOAOis inited by bendi1g, shear, con1>ined shear and bending and deflection of U120. 5) WN> LOAD Deflection has been increased by 30% per BC 2006 Table 1604.3. 6) N33A TIIIEW NO LOAD does not consider fastener ptJlout or pulover. 7) The weight of the panel has not been deducted from the akmable loads. 8) Panel was tested per AS1ME1592-01 for R>silive/Negative Loadi1g, 4 spans at 5'-0" by Force 8'lgineeri1g & Testi1g, 11c. 06-0074T-09.

SUBJECT TO CHANGE WITHOUT NOTICE EFFECTIVE FEB 2019 RS-1 www.matadormetalbuildings.com

PBR PANEL NOTES

PRE-ORDER

A. PRIOR TO ORDERING PANELS, ALL DIMENSIONS SHOULD BE CONFIRMED BY FIELDMEASUREMENT.

B. SIGNATURE REQUIRED BY INSTALLER, ON ORDER SHEET, BEFORE ORDER WILL BE PUT INTOPRODUCTION.

JOB SITE STORAGE AND HANDLING

A. CHECK THE SHIPPING LIST.B. DAMAGED MATERIAL MUST BE NOTED ON BILL OF LADING.C. PANELS SHOULD BE HANDLED CAREFULLY. A SPREADER BAR OF APPROPRIATE LENGTH IS

RECOMMENDED FOR HOISTING.D. DO NOT GET PANEL BUNDLES WET. THIS MAY DAMAGE THE PANEL FINISH AND VOID THE PANEL

WARRANTY.E. CHECK TO SEE IF MOISTURE HAS NOT FORMED INSIDE THE PANEL BUNDLES DURING SHIPMENT.

IF MOISTURE IS PRESENT, PANELS SHOULD BE WIPED DRY, THEN RESTACKED AND LOOSELYCOVERED SO THE AIR CAN CIRCULATE BETWEEN THE PANELS.

APPLICATION CHECKLIST

A. CHECK SUBSTRUCTURE FOR PROPER ALIGNMENT AND UNIFORMITY TO AVOID PANELDISTORA TION.

B. PERIODIC CHECK OF PANEL ALIGNMENT IS CRUCIAL TO PROPER PANEL INSTALLMENT.C. FOR PROPER APPEARANCE, RIBS SHOULD LINE UP AT HIPS, VALLEYS AND RIDGES.D. METAL SHAVINGS WILL BE LEFT ON THE ROOF BY THE DRILLING OF HOLES BY SCREWS. THE

ROOF SHALL BE SWEPT EVERYDAY TO REMOVE THESE SHAVINGS TO PREVENT SURFACE RUSTWHICH COULD DAMAGE THE PANEL FINISH AND VOID THE PANEL WARRANTY.

E. DO NOT CUT THE PANELS WITH AN ABRASIVE BLADE SAW. THE SPRAY OF HOT SHAVINGS WILLDAMAGE THE PANEL FINISH AND VOID THE PANEL WARRANTY.

F. ALL ANGLED CUTS ON THE PANELS SHALL BE DONE IN THE FIELD BY THE INSTALLER.G. PANELS SHOULD BE CUT ON THE GROUND TO MINIMIZE CUT FILINGS ON ROOF.H. KEEP PANELS CLEAN DURING INSTALLATION. DO NOT ALLOW PANELS TO COME INTO CONTACT

WITH WATER RUNOFF FROM LEAD, COPPER OR GRAPHITE.

COATING NOTE

THE GALVALUME PLUS COATING IS SUBJECT TO VARIANCES IN SPANGLE FROM COIL TO COIL WHICH MAY RESULT IN NOTICEABLE SHADE VARIATION IN INSTALLED PANELS. THE GALVALUME PLUS COATING IS ALSO SUBJECT TO DIFFERENTIAL WEATHERING AFTER PANEL INSTALLATION. PANELS MAY APPEAR TO BE DIFFERENT SHADES DUE TO THIS WEATHERING CHARATERISTIC. IF UNIFORM VISUAL APPEARANCE IS REQUIRED, CUSTOM METAL BUILDING PRODUCTS RECOMMENDS THAT OUR PREPAINTED PANELS BE USED IN LIEU OF GALVALUME PLUS.

OIL CANNING IN THE FLAT AREA OF THE PANELS IS COMMON TO THE INDUSTRY AND SHALL NOT BE A CAUSE FOR PANEL REJECTION.

SUBJECT TO CHANGE WITHOUT NOTICE www.matadormetalbuildings.com EFFECTIVE FEB2019 RS-2

ICT-801 INSIDE CORNER TRIM

..... _l_

I,q-! �COLOR -I -11,2"

MAX LENGTH = 20'-3"

FL-26 HEAD TRIM

N ..... ..... N ..... 1 J_

'-I l-1 3/8"COLOR MAX LENGTH = 20'-3"

MT-70 TRANSITION TRIM

t / SPECIFY ANGLE_ IN DEGREES l_ �, COLOR

/_9"�1MAX LENGTH = 20'-3"

CT-102 JT-101 OUTSIDE CORNER TRIM JAMB TRIM

::!:

141�"1 ..... ..... COLOR -t N

C")

.....

-I -11,4"

MAX LENGTH = 20'-3" MAX LENGTH = 20'-3"

MT-101 MT-113 TRANSITION TRIM CAP TRIM COLOR 1 31/2"

13/;I l co C") COLOR _LC") �

I C")

I co .....

MAX LENGTH = 20'-3" MAX LENGTH = 20'-3"

HF-120 HIP TRIM

\ss1s·� , B5ta•

-;

LCIFY ANGLE IN DEGREES MAX LENGTH = 20'-3"

www.matadormetalbuildings.com RS-3EFFECTIVE FEB 2019

FL-72 BASE TRIM

M COLOR ] �

<,f -�1 3/4"

MAX LENGTH = 20'-3"

ET-80 SIMPLE EAVE TRIM

COLOR 14114"\--I-';,.--,-

\_ SPECIFY ANGLE IN DEGREES L

MAX LENGTH= 20'-3"

FL-16 RAKE TRIM

..... t

11/4"-l

MAX LENGTH= 20'-3"

MT-833 3x3 I/S ANGLE TRIM

I (")

I

MAX LENGTH = 20'-3"

MT-80 RIDGE ROLL TRIM

193/4"

MAX LENGTH= 12'-3"

VF-120 VALLEY TRIM

..... -L

MAX LENGTH = 20'-3"

MT-833 3x3 O/S ANGLE TRIM

COLO�I _7_L

�3"� MAX LENGTH = 20'-3"

,_, 9 314• I

,iECIFY ANGLEIN DEGREES


FL-16A RAKE END

SPECIFY COLOR

GS-321 GUTTER STRAP

SPECIFY COLOR

DS-101 l-- 4"-J

FL-16C CORNER BOX

SPECIFY COLOR

FL-18A GUTTER END CAP

SPECIFY COLOR

FL-168 PEAK BOX DOWNSPOUT Y-17

j__LJ--coLOR

I I IC!) z w ...J

FL-18D EAVE GUTTER

1

" j I ROOF SLOPE lr

90° MINUS

r, 113/4"-,-'<:I- I\

}'-

co

_l .P; / I

4"--i 90° PLUS ROOF

COLOR SLOPE

MAX LENGTH = 20'-3"

DS-105 DOWNSPOUT STRAP

N

tLJ-coLOR �41/8"�

SPECIFY COLOR

,._--KICKOUT (IF REQ'D)

SPECIFY COLOR AND PITCH


20" FLAT RIDGE TRIM

\ 1--LOLOR

\9r---Y-� \ -91•-=-t

LCIFYANGLE 1/2" CLOSED HEM IN DEGREES 1/2" CLOSED MAX LENGTH = 10'-0"

3 x 3 DORMER TRIM

I J"-�OLbR (V)

1 /2" --\ ___l_ OPEN HEM

MAX LENGTH= 10'-0"

HEM

3x3 CORNER TRIM

- J"I / COLOR

1 /2" CLOSED\ I/ 7 HEM 1/2" CLOSED HEM

MAX LENGTH = 10'-0"


42CS29R INSIDE CLOSURE STRIP

--------- --3'----------�1

NOTE: USE WITH SUPER SPAN X PANELS.

CROSS-LINKED GRAY POLYETHYLENE CLOSURE

42CS29R OUTSIDE CLOSURE STRIP

-----------3'-----------

� ��4 .. +4 .. �-4.. I ... +.-+ ... 7-... + ... + ... -j(-,. 0 0 , __ _j-----+-----1· ---I

NOTE: USE WITH SUPER SPAN X PANELS.

CROSS-LINKED GRAY POLYETHYLENE CLOSURE

NOTE: FOR SPECIAL TRIMS SEE JIMMY FOR PROFILES.



FASTENER PATTERNS 36"

7" 7"

#14x½" S.D. SCREWS (20" O.C.) I t: #12 xl" S.D. SCREf S

ROOF & WALL PANEL FASTENER LAYOUT AT EAVE STRUT,

INTERMEDIATE PANEL LAP, BASE ANGLE, & PEAK PURLIN

36"

t

ROOF & WALL PANEL FASTENER LAYOUT AT INTERMEDIATE PURLIN

ROOF FASTENER � (#14 x ½" S.D. SCREW

AT 20" 0/C)

7"

3/8" MASTIC

PANEL SIDE LAP

ABOVE FASTENER PATTERNS ARE SUGGESTED MINIMUM. A DESIGN PROFESSIONAL SHALL SPECIFY THE APPROPRIATE FASTENER PATTERN AND

ANALYZE PANEL FASTENERS FOR PULLOUT AND PULLOVER.

SUBJECT TO CHANGE WITHOUT NOTICE www.matadormetalbuildings.com EFFECTIVE FEB 2019 RS-8


RIDGE ROLL

FIELD BEND LOW OF PANEL 90

° (1 ")

"PBR" PANEL

PEAK PURLIN

#14x½" LAP TEK SCREW@ 12" O.C.

OUTSIDE CLOSURE

RIDGE ROLL

#12x 1¼" --� SELF-DRILLING TEKSCREW

#14x½" LAPTEK SCREW @ 12" O/C

@LAP ONLY

SUBJECT TO CHANGE WITHOUT NOTICE

"PBR" PANEL

PEAK PURLIN

"PBR" DIE-FORMED RIDGE CAP

DIE-FORMED RIDGE

www.matadormetalbuildings.com

#12x 1¼"--� SELF-DRILLING TEKSCREW

EFFECTIVE FEB 2019 RS-9


EAVE TRIM


WALL PANEL

PANEL END LAP

"PBR" PANEL

EAVE TRIM

#12 X 1¼" SELF-ORI LLI NG TEKSCREW

1" MASTIC TAPE SEALER

#12 x 1¼" SELF-DRILLING TEKSCREW

#10 x 1" PANCAKE HEAD SDS AS REQUIRED

EAVE STRUT




OUTSIDE -------..... CLOSURE

#12 x 1¼" SELF-DRILLING TEK SCREW

EAVE STRUT


HIGH SIDE RAKE TRIM


HIGH SIDE RAKE �-OUTSIDE

CLOSURE

SCULPTURED RAKE TRIM


OUTSIDE CLOSURE

BEGINNING ON MODULE

RAKE DETAILS



FIELD BEND 1" LEG

FINISHING OFF MODULE



#14x½" LAP -� TEK SCREW

GUTTER STRAP

EAVE TRIM


"PBR" PANEL


#10 x 1" PANCAKE HEAD SOS AS REQUIRED

EAVE STRUT

HANG-ON GUTTER

#14x½" LAP TEKSCREw-�

GUTTER STRAP

#14x½" LAP TEK SCREW

SCULPTURED EAVE GUTTER

WALL PANEL

EAVE GUTTER



#10 x 1" PANCAKE HEAD SOS@ EACH PURLIN

EAVE STRUT



INSIDE CLOSURE

HIGH EAVE PARAPET TRIM WALL PANEL

#14x½" LAP TEK SCREW@EACH MAJOR RIB

OUTSIDE CLOSURE

"PBR" PANEL

WALL GIRT

--.::,,,� 1" MASTIC TAPE SEALER


PURLIN

HIGH SIDE PARAPET

RAKE PARAPET TRIM

#14x1/a" LAP TEK SCREW@ 12" O.C.


BEGINNING ON MODULE

\ PURLIN

_____ l _____________ _

PARAPET RAKE DETAILS

FINISHING OFF MODULE

POP RIVET

2"x4" ANGLE

FIELD BEND 1" LEG





#14x¼" LAP TEK SCREW @ 12" 0/C

FIELD BEND LOW OF PANEL 90 (1")

SUBJECT TO CHANGE WITHOUT NOTICE

A-10 CLOSURE VALLEY FLASHING

VALLEY

#10 x 1" PANCAKE HEAD SOS@ EACH PURLIN

VALLEY PLATE

HIP FLASHING


HIP

www.matadormetalbuildings.com

"PBR" PANEL

A-10 CLOSURE


PBR PANEL ERECTION DETAILS "PBR" PANEL

WALL GIRT

OUTSIDE CORNER

INSIDE CORNER TRIM

"PBR" PANEL

#14x½" LAP TEKSCREW@ 24" O.C.

INSIDE CORNER

WALL GIRT


OUTSIDE CORNER TRIM




WALL GIRT

#12 x 1¼" SELF-DRILLING TEK SCREW @ 24" O.C.

DOORJAMB

"PBR" PANEL JAMB TRIM

"PBR" PANEL -----------


JAMB DETAIL

HEAD TRIM

WALL GIRT


POP RIVET AS REQUIRED

DOOR HEAD

HEAD DETAIL



"PBR" PANEL


2"x4" BASE ANGLE

SHEETING LEDGE

BASE DETAIL WITH SHEETING NOTCH

BASE TRIM

"PBR" PANEL


2"x4" BASE ANGLE

OPTIONAL SHEETING LEDGE

ALTERNATE DETAIL #1

"PBR" PANEL


2"x4" BASE ANGLE

ALTERNATE DETAIL #2


pbr panel (steel substrate) technical/erection manual€¦ · technical/erection manual toll free:...

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