ag panel (wood substrate) technical/erection manual

A A A A ;\

AG PANEL (WOOD SUBSTRATE)

TECHNICAL/ERECTION MANUAL

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

121Industrial Blvd. Thomasville, GA 31792

TABLE OF CONTENTS:

AG PANEL PROPERTIES

AG PANEL LOAD TABLE OVER PLYWOOD

AG PANEL NOTES

AG TRIM DETAILS

AG FASTENER PATTERNS

AG PANEL ERECTION DETAILS

HIP/RIDGE DETAIL (STANDARD) & HIP/RIDGE DETAIL (ALTERNATE)

EAVE TRIM & PANEL END LAP

RAKE & VALLEY DETAILS

GUTTER DETAIL & HANG-ON GUTTER

HIGH-SIDE PARAPET & PARAPET RAKE

SLOPE TRANSITION

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

TABLE OF CONTENTS

AG-1

AG-3

AG-4 - AG-8

AG-9

AG-10

AG-11

AG-12

AG-13

AG-14

AG-15

AG-2

AG PANEL PROPERTIES

SUBJECT TO CHANGE WITHOUT NOTICE www.matadormetalbuildings.com

COVERAGE WIDTH - 36"

MINIMUM SLOPE - 3" PER FOOT WITHOUT SEALANT

1" PER FOOT WITH SEALANT

PANEL ATTACHMENT - #14-10 x 1" HWH TYPE A SCREW

ALTERNATE FASTENER #12-8 HWH WOODGRIP XG

PANEL SUBSTRATE - MIN. 15/32" THICK PLYWOOD

GAUGE - 29 (MIN.), 26, OR 24

NOTES:

UNDERLAYMENT: AT A MINIMUM UNDERLAYMENT SHALL BE INSTALLED CONFORMING TO ASTM

D 4869 OR ASTM D 226, TYPE I OR TYPE II.

EXCEPTION: WHEN "RECOVERING" IN ACCORDANCE WITH INTERNATIONAL BUILDING CODE

SECTION 1510.3 ADDITIONAL UNDERLAYMENT SHALL NOT BE REQUIRED.

AG-1EFFECTIVE FEB 2019

3'-0"

9" 9" 9" 9"

34"

AG-2

AG PANEL FASTENER SPACING

100

SPACINGON CENTER

TYPE A

24"

TYPE A

24"

TYPE A

24"

FASTENER

#14-10x 1"

ZONE 2

ZONE 3

ZONE 1

ZONE

15/32" PLY

15/32" PLY

15/32" PLY

SUBSTRATE 120

SPACINGON CENTER

TYPE A

24"

TYPE B

24"

TYPE A

24"

WIND SPEED

TYPE A

24"

TYPE A

24"

TYPE B

24"

110

SPACINGON CENTER

TYPE A

24"

TYPE B

24"

TYPE B

24"

130

SPACINGON CENTER

PANEL DESCRIPTION: 3 4" RIB, 29 GA.*, 36" COVERAGE (* 26 OR 24 GAUGE CAN BE SUBSTITUTED)PANEL FASTENER: #14-10 x 1" HWH TYPE A, ALT. FASTENER #12-8 HWH WOODGRIP XG

PANEL ROLLFORMER: A.S.C. MACHINE TOOLS.

MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: -63.5 PSF @ 24" O.C. FASTENER PATTERN TYPE A, -108.5 PSF @ 24" O.C.

FASTENER PATTERN TYPE B, PRESSURE BASED ON UL 580/UL 1897 TESTING REPORT #06-0074T-09C,D.

PLYWOOD DECKING: MIN. 15/32" THICK, B-C, 4 PLY. PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH IBC 2006.

ROOF SLOPE: ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS.

NOTE: IF THE BUILDING DOES NOT MEET THE ABOVE PARAMETERS, SITE SPECIFIC ENGINEERING MAY BE USED.

WITH ROOF SLOPE 1.5:12 OR GREATER

DIAGRAM FOR GABLE ROOF WITH

Ridge

ZONE 3

ZONE 1

ZONE 2

Eave

Gable

FASTENER PATTERN TYPE A, AT 24" O.C.

FASTENER PATTERN TYPE B, AT 24" O.C.

<_

AG PANEL LOAD TABLE OVER PLYWOOD

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

Buildings having a Roof Mean Height 20'-0"; Roof Slope: 1"/12" -6"/12" Gable/Hip Roof, Enclosed

Building Wind Speeds 100-130 mph, Exp C, I = 1.0, based on INTERNATIONAL BUILDING CODE 2006

aa

a

a

Note: Dimension (a) is defined as 10% of the

minimum width of the building or 40% of the mean

height of the roof, whichever is smaller, however,

(a) cannot be less than either 4% of the minimum

width of the building or 3 feet.

9" 9" 9" 9"

#14-10 x 1" HWH TYPE A


512" 31

2" 512" 31

2" 512" 31

2" 512" 31

2"

#14-10x 1"

#14-10x 1"


AG PANEL NOTES

AG-3EFFECTIVE FEB 2019

PRE-ORDER

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

MEASUREMENT.

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

PRODUCTION.

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 LOOSELY

COVERED SO THE AIR CAN CIRCULATE BETWEEN THE PANELS.

APPLICATION CHECKLIST

A. CHECK SUBSTRUCTURE FOR PROPER ALIGNMENT AND UNIFORMITY TO AVOID PANEL

DISTORATION.

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 RUST

WHICH 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 WILL

DAMAGE 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.

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-4EFFECTIVE 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.


UNDERLAYMENT

#14-10 x 1" HWH TYPE A SUBSTRUCTURE

FASTENER PATTERNS

512" TYP.

PANEL


FASTENER PATTERN AT EAVE, RIDGE, & ENDLAP

UNDERLAYMENT

#14-10 x 1"

HWH TYPE A

SUBSTRUCTURE

9" TYP. PANEL

FASTENER PATTERN AT TYPICAL SUPPORT

AG-9SUBJECT TO CHANGE WITHOUT NOTICE www.matadormetalbuildings.com

312"

EFFECTIVE FEB 2019

BEARING LEG

ABOVE FASTENER PATTERNS ARE SUGGESTED MINIMUM. A DESIGN

PROFESSIONAL SHALL SPECIFY THE APPROPRIATE FASTENER PATTERN AND

ANALYZE PANEL FASTENERS FOR PULLOUT AND PULLOVER.

SUBSTRUCTUREUNDERLAYMENT

#14-10 x 1"

HWH TYPE A

1" MASTIC

TAPE SEALER

#14-10 x 1" HWH

TYPE A SCREWS

@ 9" O/C

RIDGE FLASH

PANEL*OUTSIDE

CLOSURE (ADD

A-10 CLOSURE FOR

HIP CONDITION)

HIP/RIDGE DETAIL

(STANDARD)

SUBSTRUCTURE

UNDERLAYMENT

#14-10 x 1"

HWH TYPE A1" MASTIC

TAPE SEALER

#14x78" LAPTEK

SCREW @ 9" O/CRIDGE

FLASHING

PANEL

HIP/RIDGE DETAIL

(ALTERNATE)

"Z" CLOSURE

(FIELD CUT)

AG-10

URETHANE

SEALANT

WHERE

NOTCHED

*ADD A-10 FOAM SEALANT BY

WEATHER GARD AT HIP CONDITION



EFFECTIVE FEB 2019

FIELD BEND LOW

OF PANEL 90 (12")



UNDERLAYMENT

6" LAP

PANEL

1" MASTIC

TAPE SEALER

#14-10 x 1"

HWH TYPE A

SUBSTRUCTURE

TYPICAL ENDLAP DETAIL

#14-10 x 1"

HWH TYPE A

TYPICAL EAVE TRIM DETAIL

INSIDE CLOSURE

EAVE TRIM

1" MASTIC

TAPE SEALERPANELUNDERLAYMENT

PANCAKE HEAD

FASTENER

SUBSTRUCTURE

EFFECTIVE FEB 2019

#14-10 x 1"

HWH TYPE A

@ 12" O/C



TYPICAL VALLEY DETAIL

4" MIN.

1" MASTIC

TAPE SEALERA10

CLOSURE

VALLEY TRIM

UNDERLAYMENT

RUBBERIZED

ASPHALT

MEMBRANE

PANEL

SUBSTRUCTURE


(FASTENER MUST GO

THROUGH TAPE SEALER)

UNDERLAYMENT

RAKE TRIM

#14-10 x 1"

HWH TYPE A

@ 12" O/C

TYPICAL RAKE DETAIL

PANEL

SUBSTRUCTURE

#14-10 x 1"

HWH TYPE A

@ 24" O/C

1" MASTIC

TAPE SEALER

EFFECTIVE FEB 2019



#14-10 x 1"

HWH TYPE A

INSIDE CLOSURE

1" MASTIC

TAPE SEALER

PANELUNDERLAYMENT

PANCAKE HEAD

FASTENER

SUBSTRUCTURE

GUTTER STRAP

@ 3'-0" O/C MAX.

POP RIVET

GUTTER

TYPICAL HANG-ON GUTTER DETAIL

#14-10 x 1"

HWH TYPE A

PANELUNDERLAYMENT

PANCAKE HEAD

FASTENER

SUBSTRUCTURE

GUTTER STRAP @

3'-0" O/C MAX.

POP RIVET

GUTTER

TYPICAL GUTTER DETAIL

#14x78" LAPTEK

SCREW @ 9" O/C

EFFECTIVE FEB 2019 AG-13

INSIDE CLOSURE

1" MASTIC

TAPE SEALER



EFFECTIVE FEB 2019

HIGH SIDE PARAPET

BEGINNING

ON MODULE

FIELD BEND 3

4" LEG

"AG" PANEL

1" MASTIC

TAPE SEALER

FINISHING

OFF MODULE

PARAPET RAKE DETAILS

RAKE PARAPET TRIM

1" MASTIC

TAPE SEALERWOOD SUBSTRATE

"AG" PANEL

OUTSIDE CLOSURE

HIGH EAVE

PARAPET TRIM

#14x78" LAP TEK

SCREW @ EACH

MAJOR RIB

WOOD SUBSTRATEUNDERLAYMENT

UNDERLAYMENT

UNDERLAYMENT

#14-10 x 1" HWH

TYPE A SCREW

@ 12" O.C.

#14-10 x 1"

HWH TYPE A

#14-10 x 1"

HWH TYPE A

AG-14



EFFECTIVE FEB 2019

SLOPE TRANSITION

AG-15

1" MASTIC

TAPE SEALER

"AG" PANEL

WOOD

SUBSTRATE

#14-10 x 1"

HWH TYPE A

UNDERLAYMENT

WOOD SUBSTRATE

"AG" PANEL

OUTSIDE CLOSURE

TRANSITION

FLASHING

UNDERLAYMENT

INSIDE CLOSURE

#14-10 x 1"

HWH TYPE A

ag panel (wood substrate) technical/erection manual

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