HomeMy WebLinkAboutELEVATIONSCovering Schedule
Id Qty Type Start Length Gage OP Fin. Color Increment Direction
6B 22 BWP 6'-0 1/2" 26 37 K WT 1 1/2" Left to Right
99 22 BWP 8'-7" 26 37 K WT -1 1/2" Left to Right
Oper. Code:37=SQ,SQ
Finish:K=Butler-Cote
Color:WT=Cool Country Wheat
Covering Mark Schedule
Id Qty Start Panel Last Panel Increment Direction Start Dim.
@8 22 BWP060042637KWT BWPO80802637KWT 1 1/2" Left to Right 0-0"
99 22 BWPO80702637KWT BWPO51142637KWT -1 1/2" Left to Right 66'-0"
C
Trim schedule
Id Parts
T1 (10.8)BTD12
T2 (0.5)DSF12
T3 (0.5)DG12
T4 BRCT12
Planograph Schedule
Id Details
T1 P-0B0873,P-081612,P-081645
T2 P-104219
T3 P-104219
T4 P-081612
130'-0"
COVERING ELEVATION AT 1
Color
Details
Cool
Country
Wheat
ENB003,GVX594,NV663,WCB036,WCB038
Cool
Country
Wheat
NVX539,NVX538
Cool
Country
Wheat
NVX537'
Cool
Country
Wheat
WCB037,WCB040
Fastener Schedule
Part Color Description
0097364-104 Cool Country Wheat (T-1)
1/4-14 x 3/4", T-30 Torx Hd w/Washer. Panel
to Panel
0097362-104 Cool Country Wheat Scrubolt 11/32 x 1 1/2", T-45 Torx Hd w/Washer. Panel
to Structural
56104 Cool Country Wheat (T-5)
#12-24 x 1 1/2", 5/16" Hex Hd. Panel to Structural
(Base mill section)
Shape Name = ManufacturingShop. Wall = I
FOR CONSTRUCTION
1. HOLES FORSTRUCTURALFASTENERS
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF
BUTLER MANUFACTURING
MAY REQUIRED FOR
MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's ANDlOft FASTENERS
ONLY TO THE WORK PRODUCT
BUILER IS IN THE
FOR ERECTINGUED
1540 GENESSEE ST. KANSAS CITY, M064102
COVERING ELEVATION AT
TO STRUCTURAL BEAMS
PERFOFBUTLER
MFG. AND DESIGN AND PERFORMANCE
ICABLE PURCHASIT
E ORDER ONLY FOR
APPLICABLE PURCHASE ORDER AND MAYBE REPRODUCED ONLY FOR THAT PURPOSE. IT
2 STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM.
REQUIREMENTS SPECIFIED BY BUTLER.
THE BUTLER ENGINEER'S SEAL DOES
REPRODUCED F USED FOR ANY OTHER PURPOSE WITHOUT
SHALL NOT EAPPROVAL BUTLER MFG.
WRITTEN APPROVAL
PRIORGENERAL
Rifhard K Davis ConsWction Corp.
,m,.
17112985&01
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
3. DUE TO MANUFACTURING SHORT PANELS MAY REQUIRE
NOT APPLY TO OR
, Seacoast Curbs
THE GENERAL CONTRACT A OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS
COVERING SC
-
ANY OTHERFORMANCE
DESIGN OF ANY OTHER PRODUCT OR
SHIP IN
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
e"+ FoM1 Pierce, Florida
BUTLER
31=2018
.
I DFR
4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
COMPONENT FURNISHED BY BUTLER EXCEPT
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
TO ANY DESIGNPERFORMANCE
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,
<* Seamest Curbs
Butler Manufacturing
JLLLG
NTS
REQUIREMENTS SPECIFIED BY BUTLER
INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
201726
32
Covering Schedule
Trim Schedule
Id Qty Type Start Length Gage OF Fin. Color
Direction Id Parts Color
Details
415 77 BWP 6'-0 1/4" 26 37 K WT
Left to Right T1 (19.2)BTD12 Cool Country
Wheat
ENB003,GVX594,NV663,WCB036,WCB038
Oper. Code:37-SQ,SQ
T2 0008738,(2)4CE45,(2)CP410,4CE75 Cool Country
Wheat
KV846
Finish:K=Butler-Cote
T3 CTB2L,CTB2R Cool Country
Wheat
ENB003,NV663,WCB036,WCB038
Color:WT=Cool Country Wheat
Covering Mask Schedule
Planograph Schedule
id Qty Start Panel Direction
Start Dim. Id Details
#15 77 BWPO60022637KWT Left to Right
0'-0" T1 P-080873,P-081612,P-081645
T2 P-105224,P-105225,P-105228
T3 P-081505,P-081612
11
n
(77)#15
I
I
T3
e I
1
13
N
C —
I
230'-0"
I-
BL
BL
COVERING ELEVATION AT A
Fastener Schedule
Part Color Description
0097364-104 Cool Country Wheat (T-1) 1/4-14
x 3/4", T-30 Torx Hd w/Washer. Panel to Panel
0097362-104 Cool Country Wheat Scrubolt 11/32 x 1 1/2", T-45 Torx Hd w/Washer. Panel to Structural
,
56104 Cool Country Wheat (T-5) #12-24
x 1 1/211, 5/16" Hex Hd. Panel to Structural (Base mill section)
-
Shape Nam = Manufacturing Shop, Wall =2
FOR CONSTRUCTION
1. PRE-DRILUNG 118 DIAMETER HOLES FOR STRUCTURAL FASTENERSERMFG
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF BUTLER
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF
FRDER IN THE
BUTLICABLE
BUTLER MANUFACTURING
COVERING ELEVATION AT
MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's ANDIOR FASTENERS
MFG. AND DESIGN AND PERFORMANCE
ORDER REPRODUCED ONLY FORTH
RAND TPU
APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FORTHAT PURPOSE.IT
PURCHASE
1540 GENESSEE ST. KANSAS CITY, MO 64102
TO STRUCTURAL BEAMS
2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM.
REQUIREMENTS SPECIFIED BY BUTLER
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT
PRIOR WRITTEN APPROVAL OF BUTLER MFG,
Ri herd K Davis Consuuction Corp.
«
17-02986501
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
THE BUTLER MFG. ENGINEER'S SEAL DOES
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
3N22018
3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE
NOT APPLY TO THE PERFORMANCE OR
Se—t Curbs
FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.
DESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCF3T
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
to.. Fort Pierce, Florida
BUTLER "
JLLG T DFR
4. SEE JOB DETAILS FOR COVERING AND TRoti9 FASTENER SPECIFICATION.
TO ANY DESIGN OR PERFORMANCE
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL BUTLER
Seamast Curbs
REQUIREMENTS SPECIFIED BY BUTLER
ING TO PRO TIO
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,
INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
Butler Manufacturing
venvoa 2017Z1,
NTS
�
Trim
Schedule
Covering Schedule
Id
Parts
Id Qty Type Start Length
Gage OP Fin.
Color Increment
Direction
T1
(10.8)BTD12,
#16 22 BWP 6'-0 1/2"
26 37 K
WT 1 1/2"
Left to Right
T2
(0.5)DSFI2, DFPOS
417 22 BWP 8'-7"
26 37 K
WT -1 1/2"
Left to Right
T3
(0.5)DG12,DFP05
Oper. Code:37-SQ,SQ
T4
BRCT12
Finish:K=Butler-Cote
Color:WT=Cool Country Wheat
Planograph Schedule
Covering Mark Schedule
Id
Details
Id Qty Start Panel
Last Panel
Increment
Direction Start Dim.
T1
P-080873,P-081612,P-081645
616 22 BWPO60042637KWT
BWPO80802637KWT
1 1/2"
Left to Right 0-0"
T2
P-104219
i17 22 BWPO80702637KWT
BWPO51142637KWT
-1 1/2"
Left to Right 66-0"
T3
P-104219
T4
P-081612
Color
Cool Country Wheat
Cool Country Wheat
Cool Country Wheat
Cool Country Wheat
Details
ENB003,GVX594,NV663,WCB036,WCB038
NVX539,NVX538
NVX537
WCB037,WCB040
Im
m m m JT3
m T3T3TaT3 T2 F F T2 H F T2 H F TI2 F F I
(22)#16 (22)/17
'Ti,
of
T
N N MC M on
130'-0"
COVERING ELEVATION AT 11
Fastener Schedule
Part Color
Description
0097364-104 Cool Country Wheat
(T-1) 1/4-14 x 3/4", T-30 Torx Hd w/Washer. Panel to Panel
0097362-104 Cool Country Wheat
Scrubolt 11/32 x 1 1/2", T-45 Torx Hd w/Washer. Panel to Structural
56104 Cool Country Wheat
(T-5) $12-24 x 1 1/2", 5/16" Hex Hd. Panel to Structural (Base mill section)
Shape Name = ManufactudnqShop, Wall = 3
- FOR CONSTRUCTION
1. PRE -DRILLING 118 DIAMETER HOLES FOR STRUCTURAL FASTENERS
THE BUTLER MFG. ENGINEERS SEAL APPLIES
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF
BUTLER MANUFACTURING
M NUFACTURIY,M064102
MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS
ONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCE
BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE
APPLICABLE PURCHASE ORDER AMID MAY BE REPRODUCED ONLY FORTHAT PURPOSE R
1540 GENESSEE KANSAS
COVERING ELEVATION AT 11
TO STRUCTURAL BEAMS
2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM.
REQUIREMENTS SPECIFIED BY BUTLER.
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT
Ridrard K Davis C—Uudia, Corp.
17-02985601
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
THE BUTLER MFG. ENGINEER'S SEAL DOES
PRIOR WRITTEN APPROVAL OF BUTLER MFG,
THEGENEPAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
are:
3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE
NOT APPLY TO THE PERFORMANCE OR
racx Seacoast Curbs
FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS
DESIGN OF ANY OTHER PRODUCT OR
GOOD QUALITY WORKMANSHIP IN ERECTINGTHIS BUILDING IN ACCORDANCE WITH THIS
T0" Fon Pierce, Florida
BUTLER
&122018
4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
'
COMPONENT FURNISHED BY BUTLER EXCEPT
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
on w
JLLG / OFR
TO ANY DESIGN OR PERFORMANCE
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,
Sea... Curbs
Buller Manufacturing
NTS
34
REQUIREMENTS SPECIFIED BY BUTLER
INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
2017,2b
Covering Schedule
Id Qty Type Start Length Gage OF Fin. Color Direction
41 61 BWP 6'-0 1/4" 26 37 K WT Left to Right
42 7 BWP 3'-11 3/8" 26 36 K WT Left to Right
43 9 BWP I'-ll 1/4" 26 36 K WT Left to Right
44 9 BWP 3'-7 3/4" 26 78 K WT Left to Right
Oper. Code:37-SQ,SQ
Oper. Code:36-SQ,SQ
Oper. Code:78-SQ,SQ
Finish:K=Butler-Cote
Color:WT=Cool Country Wheat
Covering Mark Schedule
Id Qty Start Panel Direction Start Dim.
41 61 BWPO60022637KWT Left to Right 0'-0",132'-0",165'-0",183'-0"
42 7 BWP031132636KWT Left to Right 1201-0-,174'-0-
43 9 BWPOI1122636KWT Left to Right 138'-0"
44 9 BWP030762678KWT Left to Right 138-0"
NOTE:
ON OPENING JAMBS FOR THIS WALL, USE DSF TRIM WITH THE SHORT LEG
TOWARDS THE PANEL. THIS BECAUSE OF AN OFF MODULE CONDITION. PLEASE SEE DETAIL NVX40.
NOTE:
DUE TO MANUFACTURING CAPABILITIES, THE MIN. LEGGHT FOR PANELS IS 2-0-
FIELD WORK WILL BE REQUIRED ON PANEL SETi3.
TS
Trim
Schedule
Id
Parts
Color
T1
(9.8)BTD12
Cool
Country
Wheat
T2
(3.2)BTD12
Cool
Country
Wheat
T3
(3.9)BTD12
Cool
Country
Wheat
T4
DG12
Cool
Country
Wheat
T5
(1.5)DG12
Cool
Country
Wheat
T6
0008738,(2)4CE45,(2)CP410,4CE75
Cool
Country
Wheat
T7
(1.5)DSF12
Cool
Country
Wheat
T8
(2.9)ARPPF101,(2)KGA20
Cool
Emerald
Green
T9
CTB2L,CTB2R
Cool
Country
Wheat
Planograph Schedule
Id Details
T1 P-080873,P-081612,P-081645
T2 P-080873,P-081612,P-081645
T3 P-080873,P-081612,P-081645
T4 P-104219
T5 P-104219
T6 P-105224,P-105225,P-105228
T7 P-104219
T8 P-004822,P-080174,P-080818,P-080856,P-080857,
P-080860,P-080865,P-080965
T9 P-081505,P-081612
41
Details
ENBO03,GVX594,NV663,WCBO36,WCBO38
ENB003,GVX594,NV663,WCB036,WCB038
ENBO03,GVX594,NV663,WCB036,WCBO38
NVX537
NVX537
KV846
NVX540
ENB007,LV362,NV666
ENB003,NV663,WCB036,WCB038
IPMONEENEEN
EMEM.■
0
F 'PAP
'0'
---
Fastener Schedule
Part Color
0097364-104 Cool Country Wheat
0097362-104 Cool Country Wheat
56104 Cool Country Wheat
' 1. PRE -DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS
MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERS
TO STRUCTURAL BEAMS
2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM.
REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.
• 3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIRE
FIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS
4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.
7'
6'
COVERING ELEVATION AT F
Description
(T-1) 1/4-14 x 3/4", T-30 Torx Hd w/Washer. Panel to Panel
Scrubolt 11/32 x 1 1/2", T-45 Torx Hd w/Washer. Panel to Structural
(T-5) 412-24 x 1 1/2", 5/16" Hex Hd. Panel to Structural (Base mill section)
Shape Name = ManufacturingShop, Wall = 4
THE BUTLER MFG, ENGINEER'S SEAL APPLIES
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF
ONLY TO THE WORK PRODUCT OF BUTLER
BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE
MFG. AND DESIGN AND PERFORMANCE
APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FORTHAT PURPOSE. IT
REQUIREMENTS SPECIFIED BY BUTLER
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT
THE BUTLER MFG. ENGINEER'S SEAL DOES
PRIOR WRITTEN APPROVAL OF BUTLER MFG,
NOT APPLY TO THE PERFORMANCE OR
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
DESIGN OF ANY OTHER PRODUCT OR
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
COMPONENT FURNISHED 8Y BUTLER EXCEPT
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
TO ANY DESIGN OR PERFORMANCE
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,
REQUIREMENTS SPECIFIED BY BUTLER
INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
'-6
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
NTS
'-0" 46'
FOR CONSTRUCTION
COVERING ELEVATION AT F
Richard K Davis Consbuclion Corp.
*emu+ Seacoast Curbs
101 Fon Pierce, Rid.
Seacoast Curbs
BL
Bulter Manufacturing
'� 2017.26 35
.cow.:e�smc. •..a. wv,.....a...
F - FEET G - GAGE CX••• = COLUMN (PLATE)
I = INCHES 0 = OPERATION CGX••• - COLUMN (GAGE)
E = EIGHTHS O = FIN/COLOR WCX... = COLUMN (HOTROLL)
PANEL/COVERNG
W 1 3 1 1 7 2 6 1 K TO RB%... =RAFTER (PLATE)
-
• F F I I E G G 0 C C C BGX••• - RAFTER (GAGE)
LENGTH CODE WRX••• - RAFTER (HOTROLL)
TRX44• = TRUSS RAFTER
INSULATION
19 1 3 0 1 0 3 6 0 3 0 W V ICX••• - INTERIOR COLUMN
•• F F F I I I I I LE C C PCX••• - PIPE COLUMN
LENGTH WIDTH THK CODE TCX-1 = TUBE COLUMN
SECONDARY (STANDARD)
O B 2 1 9 1 1 4 1 7 - - - - - EPX••• = ENDPOST (PLATE)
• F F I I E G G. 4. 4.. EGX••" - ENOPOST (GAGE)
OFPTHT LENGTH GAGE ADJUST.CODES
SHAPE CBX... = CANOPY (PLATE)
SECONDARY (SPECIAL) CBX... = PIGGYBACK CANOPY
00108ZIS11417---
•FFI DCC4.4 = 6 1/2' GAGE POST
IECC•
COUNTER DEPTH& LENGTH GAGE ADJUSTCDOES DCE414 = 10' GAGE POST
SHAPE
ROD BRACING RS - THREADS BOTH ENDS
0 3 R S 2 5 f 0
I E • •FFI I RT = THREADS ONE END - CLEMS ONE END
-
RU = CLEWS BOTH ENDS
DIA LENGTH RP = THREAD BOTH ENDS - NO HILLSIDES
lev, Um-./Uu Im. raa MARK NUMBER KEY
EN50B1 COMMON GENERATED MARK NUMBERS
ERECTION GUIDE REQUIRED FOR THIS PROJECT:
REFER TO:
ENB003
BUTLERIB II ROOF AND WALL SYSTEM
INSTALLATION GUIDE
DILIFFLER
0
BUTLERRIB II ROOF AND WALL SYSTEM
STRUCTURAL LINE
ROOF CUP -LOW MOVABLE
ATTACH BASE TRIM WITH PANEL TO STRUCTURAL
80060) INSTALL WITH
2} 14 ZAC TYPE A MILLED
FASTENERS 24" O.C. (LOCATE FASTENERS AT
PANEL CORR.) SHIFT BASE ANGLE OR BASE
POINT X 1 1/2' SDS.
BUTLERIB It T+T
BASE GIRT HOLES 1-1/2" OFF MODULE
PANELS I
WITH UNPUNCHED PANELS
\yl
ATTACH PANEL WITH PANEL TO STRUCTURAL
FASTENERS 6" O.C. (LOCATE 3" FROM PANEL(OPTIONAL)
I
CORRUGATION)
FOAM CLOSURE �I
APPLY SEALANT (025392) CONTINUOUSLY
(026649)-� I
\I�/�/
MASONRY ANCHOR (NOT BY B.M.C.)
5/8' LAP
FLOOR OR
TOP OF WALL
DOUBLE WALL 4 \/
'
BASE TRIM `MILL SECTION
(BTD12)
0" (MIN.) TO 2'
(MAX.)
(OPTIONAL) 2-1/4" OR 4"
(OPTIONAL)
- __
NOTCH FOUNDATION CLEARANCE BETWEEN STRUCTURAL
LINE &BASE TRIM
m. ovcoVu/m mw. w.m _RI ITI FRIR_II_-_flRl-WALI. RACE TT
GVX594
II
LAPPED OR NOTCHED FOUNDATION
SEE DRAWING
P-080983 FOR GABLE TRIM INSTALLATION
1/4-14 X 1 1/4" HEX HD STD.
�PT. SOS (097230) AT 1'-0' O.C.
FIELD CUT VSR II PANEL
TO REQ'D. WIDTH
1 2" (COLOR SUFFIX REO D)
ROOF CUP
/ PMSTRAP (AP.PPSO6)
1/88 X 1' TAPE
(//
PANLASTIC
(027893)
GABLE TRIM SEE
—I DWG. P-080983.
VARIES
FIELD CUT AS REQ'D.
3/4'
VSR II EW TRIM SUPPORT
ANGLE (VESA12-)
12-14 X 1 1/4" HEX HD.
SDS (097296) W/TUBULATED
WASHER (097385) AT EACH
WOOD
PURUN AVOIDING HOLES IN
SECONDARY
GABLE ANGLE.
GABLE ANGLE
TORX T-30
(ATTACH TO
SELF -DRILLING SCREW
STRUCTURALS)
�COLOR4"REQ'D)
SUFFIX
WALL ADAPTER (VW410)
NOTE:
WALL PANEL
IF ERECTION DRAWING P-081635 HAS BEEN PROVIDED THEN THE
HIGH WIND GABLE TRIM CLIPS ARE REQUIRED.
VSR II EXPANDABLE GABLE TRIM
KVX137
it
ON WOOD SECONDARIES
WOOD JOIST
SECONDARY
STRUCTURAL
GABLE TRIM
MALE - (MRGT20L)
FEMALE - (MRGTL20L)
SEE DWG. P-081167
WALL ADAPTER
(WA10A)
SEE DWG. P-081167
TORX T-30 SDS
(097364)
610mm O.C.
COLOR SUFFIX
EQURIED)
WALL CLOSURE
((BRCL12)
(365Bmm COVERAGE)
SEE DETAIL MV822
ROOF PANEL ERECTION GUIDE REQUIRED FOR THIS PROJECT:
REFER TO:
MR-24 ROOF SYSTEM
INSTALLATION GUIDE
0
MR-24 ROOF SYSTEM
VSR II PANEL
RIDGE CAP
1/2:12 (ARPRCIO-)
1/4 X 7/8' HEX
MINI. PT. SDS
CORRUGATION
HD.
PLUG
097357) 8' O.C.
(ARPCPG)
1/8 X 1' TAPE
COLOR SUFFIX REQ'D)
PANLASTIC
(027893)
I
VSR
�
ILL
g RIDGE
BLANKET INSULATION
BACK UP
THICKNESS LIMITS:
2 1/4' TO 6' BETWEEN
STRAP
TH PANEL AND THE
(560625)
STRUCTURALS.
WOOD
1/4 X 1 1/4'
PANEL
SECONDARY
HEX HD. STD.
CLOSURE
1/8 X 1" TAPE
PT. SDS
PP LA)
PANLASTIC
(097230) (4)
(027893)
PER PANEL
(COLOR SUFFIX REQ'D)
MR-24 ROOF
PANEL
SEE DRAWING P-105224, P-105225, AND
P-105228 FOR DOWNSPOUT INSTALLATION
AND RIVET COLOR PART MARK INFORMATION
ROOF PANEL
V I
OUTLET GUTTER
- - - - - -
(008738) II
'I
WALL PANEL
45'(4C ELBOW I BLIND RIVET (TYP.)
(4CE45)
CONDUCTOR PIPE
(CP410)
SIDEWALL
PURUN DR
CONDUCTOR STRAP
EAVE STRUT
(CS) (TO BE FIELD -
FORMED) (TYP.)
-BUTLERIB II PANEL
ENDWALL
NOTE:
IF ERECTION DRAWING P-081635 HAS BEEN PROVIDED THEN THE
HIGH WIND GABLE TRIM CLIPS ARE REQUIRED.
"I.AlI—.. GABLE TRIM LEFT WITH MR-24 ROOF
KV395 11 BUTLERIB II WALL PANEL V47H CLOSURE k-1:121
ROOF PANEL ERECTION GUIDE REQUIRED FOR THIS PROJECT:
REFER TO:
ENB007
VSR II ROOF SYSTEM
INSTALLATION GUIDE
0
VSR II ROOF SYSTEM
FIELD CUT AND APPLY 3/16' DIA. BEAD PANLASTIC
3/18' DIA. BEAD PANLASTIC (5605642 CENTERED ON 1/8 X 1' TAPE PANLASTIC
1/8 X 1 TAPE PANLASTIC EAVE ATTACHMEN'
(027893) UP AND OVER WITHIN 6' OF
THE MALE RIB OF EACH STRUCTURAL UNE
ENDPANEBEFORENINSTALLNG EL (SEE CHART)
THE NEXT PANEL go
II ROOF (USE EXTREME CARE DURING F
SEALANT APPLICATION TO
ENSURE A WEATHERTIGHT
SEAL AT EACH CORRUGATION)
ROOF PANEL OR FLASHING ocA•
3/16" DIA. BEAD PANLASTIC
(560564) (WITHIN 1' OF PANEL END) i zoo
CRITICAL MASTIC APPLICATION AND SAVE ATTACHMENT
ALWAYS APPLY THE CORRECT SEALANT APPLICATION AT THE LOW EAVE, HI(
FAVF (1R RI(lf.F/HIP AC CHf1l4N RFFf1RF IMCTAIIINf: CI If`fFFfpNC PANFIC
75' ELBOW
(4CE75) I °u
• I I.
° FLOOR LINE
I
.;"""°�R4A4 4 INCH DOWNSPOUT AT WALL
KV846 BUTLERIB II AND SHADOWALL
EAVE FASTENER CHART
PART N0.•
DESCRIPTION
STRUCTURE
091357
1 4 X 7/8' HEX HD. SDS W MINI PT.
(<035 THK.)
097230
1 1/4 X 1 1/4- HEX HD. SDS W STD. PT.
>.035 THK.
'CULUK JUHtlX KtQUIKtU IU MAIU1 KUUt UULUK.
-JV166-
SEE DWG. P-080865 AND P-080866 FOR
FIXED PERPENDICULAR TRANSITION INTALLATION
COUNTER FLASHING
1/8 X 1" TAPE
(CFV)
PANLASTIC
(027893)
'• FASTENERS 2'-0" O.C.
(COLOR SUFFIX REQ'D)
'1/4 X 7/8"
HEX HD. SDS
(097357) 8' O.C.
CORRUGATION
SECURE AT CORR. BASHING
SUFFIX
_
PLUG
(ARPCPG)
REQ'D) (ARPPFIO_)
/8 X 1" TAPE
42N7 ASTIC
93)�—_
PANEL
CLOSURE
VSR II 3� ___-1/4
(ARPPCLA)
ROOF BACK UP
X 1 1/4'
STRAP 1/8 X 1' TAPE
(560625)
HEX HD. SOS
4)
PANLASTIC
(027893)
PER PANEL
4' O.C. (COLOR
SECONDARY
SUFFIX REQ'D)
** 097230 1 4 X 1 1 4" HEX HD. SOS W STD. PT. W GIRT
BY BUILDER FASTENER VARIES W MASONRY WALL
I. n1fiD1/I6/IO IEY. Id
GI VSR II FIXED PERP ROOF TO
WALL TRANS.I IV11V J
LVX022
i/4:12 TO 6.9:12 ON WOOD SECONDARIES
LOW MOVABLE
VSR II - _ - - CLIP
ROOF PANEL
iV
Z-PURUN
EAVE STRUT
W/(1) (ESH3)
SHIM PLATE IN
ADDITION TO OTHER
SHIM PLATES FOR
SLOPE ADJUSTMENT.
FV278
FRAME
VSR 11 ROOF EAVE
SYMMETRICAL AT RIDGE/HIP
p1M..S I
VSR II PANEL
FOR DIMENSION "S" SEE VSR II ROOF PANELING DRAWING
JV777- I VSR-II-RIDGE / HIP PANEL -DIMENSION
J
FOR CONSTRUCTION
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER
THE BUTLER MFG. ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE OR
DESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPT
TO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF
BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE
APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT
PRIOR WRITTEN APPROVAL OF BUTLER MFG.
/'�
v
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, MO 64102
COVERING B TRIM SED'S
Richard K. Davis Construction Cap.
¢ Seaceast Oulbs
'_'• Fort Pierce, Florida
Seacoast curbs
BUTLER "
Butler Manufacturing
.vucn 201726
17-029&56-01
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,
INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
a
3/122018
,
JJLLLG / OFR
NTS
36
MR-24
ROOF PANEL
CABLE TRIM
FEMALE - (MRGT2DR)
MALE - (MRGTL20R)
SEE DWG. P-081167
WALL ADAPTER
(WA10A)
SEE DWG. P-081167
TORX T-30 SOS
PURUN OR (097364)
EAVE STRUT 610mm O.C.
(COLOR SUFFIX
BUTLERIB II PANEL REOURIED)
WALL CLOSURE
ENDWALL BRCL12)
3658mm COVERAGE)
SEE DETAIL V822
NOTE:
IF ERECTION DRAWING P-081635 HAS BEEN PROVIDED THEN THE
HIGH WIND GABLE TRIM CUPS ARE REQUIRED.
Al TRIM RIGHT WITH MR-24 ROOF
KV396 BUTLERIB II WALL PANEL WITH CLOSURE (<-1:12)
ALWAYS APPLY A BEAD OF PANLASTIC (560564) 3/16" DIA. TAPE
CUT TO REQUIRED LENGTH, UP AND OVER MALE RIB BETWEEN
ADJACENT PANELS 97230) SDS 4" O.C.
rI1/OLOR1 SUFFIX REQUIRED)
8 X i" TAPE
NLASTIC
al
�i
1/8 X 1" TAPE
PANLASTIC
(027893)
... .:..:.:..............
.:::::::..:...:::::::•::::::WOOD:.
TRIM DRIP :::::1/4
X1.1/4"::•::•::•:._::::::.
(DTA) :::::HEX.
HD. STD. PT.:::.-`-.
ii:S:SDS
(097230);?iii:iiiiFii:•
BLIND RIVET •:'
i'-0" O.C. : -.,-.
4" O.C.
(COLOR SUFFIX REOUIREI
(097580)
EWE TRIM (ETA12_)
-SAVE ANGLE (VEA10_)
ATTACH TO STRUCTURALS
FASTENERS BY OTHERS.
FIELD BEND AS REQUIRED
SEE DWG P-090095 FOR
EAVE TRIM INSTALLATION
SEE DRAWING P-081764 FOR BLIND RIVET COLOR INFORMATION
---VSR-II-LOW-SAVE-TRIM
MVX480 11 WITH Z-PURUNS AND BUTLERIB II WALL PANEL
F = FEET G = GAGE
i = INCHES 0 = OPERATION
E = EIGHTHS C = FIN/COLOR
VSR II ROOF MARK NO.: VSR F F I I E G G 0 C C C
LENGTH CODE
16" COVERAGE
FACTORY
In APPLIED
-2' r COLOR SIDE SEALANT
--f
L VSR II ROOF PANEL
NV666 �I VSR II ROOF PANELS
NOTE AVOID FASTENING THROUGH PARALLEL FLASHING VERTICAL LEG WITH
SEE DWG. P-080865, P-080866 AND P-080174
WALL FASTENERS. ARPPAFIO MUST BE FREE TO MOVE WITH ROOF PANEL
FOR PERPENDICULAR FLASHING INSTALLATION
SEE DWG. P-080968 FOR SIMILAR PARALLEL FLASHING INSTALLATION
••• SCRUBOLT 097362 ON CEE GIRT
FIELD VERIFY
T-5 056104 ON MILL SECTION.
BUTLERIB II WALL PAN
COUNTER FLASHING (CFV)
'"NOTE: FILED LOCATE 9116 DIA HOLES
CORRUGATION CLOSURE
•• FASTENER 2'-0" O.C.
IN GIRT AND ANGLE S-0 O.C. AND
(026648)
'
(COLOR SUFFIX REQ'D)
FASTEN WITH 1/2"XI-1/2" BOLT & NUT
/8 X 1" TAPE PANLAS'
.
1/8 X 1" TAPE PANLASTIC (027893)
(49080). INSTALL THERMAL BREAK
TAPE (560429) BTWN GIRT & ANGLE
(027893)
-
1/4 X 1 1/4" HEX HEAD SDS.
RETAINER (650209)
WITH STD. POINT. (097230) 1'-0" O.C.
(COLOR SUFFIX REQ'D)
FLASHING
1/4 X 7/8" (ARPPFIO_)
•• 6" O.C. (COLOR SUF
REQ'D)
a
°
PANEL STRAP (ARPPS06)
PARALLEL FLASHING (ARPPAFIO)
HEX HD. SDS 1ttP.
(097357) 8" O.C.
ECURE AT CORK.
AT LOWER PANE
SPACER
ANGLE
GUNGRADE PANLASTIC
(025392)
1/8 X 1" TAPE
GABLE ANGLE KG20 n
Z-SUPPORT
PANLASTIC�_
SEE NOTE•••
(630355)
GABLE
(630342)
(027893)
In
UG TION PLUG
'A W
P) I FIELD CUT PANEL TO VSR II
REQUIRED WIDTH ROOF PAANELNEL
CLOSURE
(ARPPCLA)
N
y • ° °.7HD.
14 X 1 1/4" HEX WOOD SECONDARY Z-PURUN PAB�TIC TAPE
SDS.(097296) BACK UP (027893)
18" O.C. WITH ROOF CUP_ Low J I STRAP (560625) 1/4 X 1 1/4"
TUBULATED WASHER MOVABLE HEX HD. SDS 12-14 X 1 1/4" TORX SDS
(097385) (097230) 4" O.C. (097365) 6" O.C.
k (COLOR SUFFIX
BY OTHER FASTENER VARIES WITH MASONRY REO'D) 1/4:12 TO 6.9:
""11 VSR II EXPANDABLE PARALLEL ROOF TO WALL �'VSR II FIXED PERP. ROOF TO WALL TRANS.
LVX058 TRANS. WITH LOW MOVABLE CUP ON WOOD SECONDARIES LVX362 ON Z-PURUNS W/BUTLERIB 11 WALL ABOVE
NOTE: ON MILL SECTIONS USE
(T-5) 912-24 X 1 1/2, 5/16 Hex hd. SCRUBOLT 11/32 X 1 1/
ON BOTH FLANGES; 6' O.C. T-45 TORX Hd w/Washer
(097362). 6" O.C.
BUTLERIB SILL FLASHING ACHANIEL
IM
(DSF12)
Scrubolt 11/32 x 1 1/2", 12' COVERAGE
T-45 Torx Hd w/Washer
(097362) AT 6" O.C.
FOAM CLOSURE 1/4" X 3 4
(026649) TORX SDS (097364)
DRIP GUTTER 2'-0" O.C.
(OVE2)-12'-0" �I I FOAM CLOSURE SILL
COVERAGE C
HEADER CHANNEL \
12-14 X 1 1/4"
DF- TRIM TORX SDS (097365)
AT 6" O.C.
REFER TO DWG. P-104219 FOR ADDITIONAL INFORMATION
ON INSTALLATION OF THE DRIP GUTTER.
-HEADER-DETAIL
F = FEET G = GAGE
I = INCHES 00 = OPERATION
E = EIGHTHS C = FlN/COLOR
MR-24 ROOF PANEL MARK NO.: MR24 F F II E G G 00 C C C
LENGTH CODE
24' COVERAGE
2 3/8" 2 3/8"
99 rLACEaoonl
Dc1Daa1
3
FACTORY
MR-24 ROOF PANEL APPLIED
SEALANT
NV667 11 MR-24 STANDING SEAM ROOF PANEL
12-14 X 1 1/4"
TORX SDS (097365) AT 6" O.C.
ENDS OF SILL FLASHING SHOULD EXTEND BENEATH THE BOTTOM OF
THE JAMB FLASHINGS. APPLY HIGH QUALITY SEALANT (NOT BY B.M.C.)
BETWEEN FLASHINGS AND CHANNEL FOR WATER TIGHTNESS.
ROOF TO WALL
SEE DRAWINGS P-103223 AND P-104714
FLASHING
CAP FLASHING
FOR GUTTER INSTALLATION
WALL PANEL
SUPPORT
BRII SHOWN
GUTTER UPPORT SELF -DRILLING
(630000)�
TAB (GST)
SCREW (097295)
TAPE PANLASTIC
PANEL STRAP (560004)
1/8 X 1' (027893)
LOOF PANEL
2 3/4' SCRUBOLT
IRII SHOWN
GREEN WASHER
(097264) AT
LOCK -RIVET (096306).
CORK CLOSURE
FIELD DRILL 5/16" DIA.
CLOSURE (560348)
MR-24
HOLES IN END COVER
ROOF
AND FLASHING.
1 1/4-
SCRUBOLT
(097104)
EAVE CLOSURE
(CLE1A)
12 -0' COVERAGE
GABLE TRIM
��
BACK-UP STRAP
USE 1" LAP AT
SPLICE
PANLASTIC (3) BUND TUBE
GUTTER
(025392)
RIVETS
TORN T-30
(SEE NO
1/a" x 3/4'
EAVE STRUT
FIELD DRILL
SELF -DRILLING SCREW
9/64" END COVER (ECI)
097364) (2'-0' O,C.)
DIA. HOLES (FIELD MODIFY)
COLOR SUFFIX REQUIRED)
NOTE BUTLERIB If PANEL SIDEWALL
FIELD FORM
BOTTOM LEG
WHEN USING 6" WALL INSULATION
TO MATCH
INSTALL 1/4' X 3 4 T-30 SDS
GABLE TRIM
097364) AT 1'-0� O.C.
COLOR SUFFIX REQUIRED) SLOPE RANGE 1/4:12 -
v.m"m r �ev.xam
ROOF TO WALL CANOPY FLASHING
'¢''•DA"'1/09""�'N0P'
GUTTER WITH WTHR. SEAL NTH MR-24 I
LV413
MID -WALL END COVER AT GABLE TRIM
11MV235
BRII WALL PANEL WITHOUT WALL CLSR
JAMB
TRIM
12-14 X 1 1/4"
TORX SDS (097365)
AT 2'-0" O.C.
BRII WALL JAMB FLASHING
PANEL �j2 F12COVERAGE
FIELD CUT PANEL
AS REQUIRED FOR
\\\ PANEL OPENING
�(IINIMIM) r
V
APPLY HIGH QUALITY SEALANT (BY OTHERS)
BETWEEN FLASHINGS AND CHANNEL FOR WATER TIGHTNESS.
SILL -DETAIL - -BUTLERIB-- — NVX539 - JAMB -DETAIL --BUTL-ERIB--- - -
SEE DWG. P-080861 FOR EAVE TRIM INSTALLATION.
SEE DWG. P-GS1764 FOR BUND RIVET COLOR INFORMATION.
ALWAYS APPLY A 3/16" DIA. BEAD OF PANLASTIC (560564) CUT TO
REQUIRED LENGTH, UP AND OVER MALE RIB BETWEEN ADJ. PANELS.
1/8 X 1" TAPE 9" MAX (097230) HEX HD. SDS
3/4" W/STD. PT. 4" O.C.
STRUCTURAL
EAVEtS�'Do
PANLASTIC (D27893)
(COLOR SUFFIX REQ'D.)
1/4 X 1 1/4" HEX HD.
SOFFIT PANEL
HD. STO. PT. SDS AVE ANGLE (VEA10_)
(097230) 4" O.C.
_ —
((COLOR SUFFIX REQ'D.)
EAVE TRIM VSR II ROOF
ASSEMBLY (ETA12_
SOFFIT TRIM
TRIM DRIP (DTA) 1/4 X 1 1/4" HEX HD.
EZE-USE
X 1" PANCAKE
STD. PT. SDS (D97230)
BUND RIVET(1'-0"O.C.) J S-0" O.C.
0 TEKS 3
1/4 X 1 1/4" HEX HO. (COLOR SUFFIX REO'D)
O.C.) (55312)
STD. PT. 5DS (097230)
MODULEZE-USE(1'-O"
O.C.) AVE STRUT
BUND RIVET 2'R
MOD 36-USE
(COLOR SUFFIX REQ'D)FROM
EACH EDGE1
SOFFIT PANELT.
1/4" HEX HD.FIELD
SDS (097230)
BEND LEG AS REQ�D.OF
O.C.SOFFIT
SUFFIX REO-D)
SOFFIT TRIM (10'-4")BRII I�W/SOFFIT
OR MOD 36-U
I
8 1/2' SEE RCB129
BUND RIVET 1'-0' O.C.
10' I FOR FASTENERS
Ell
CANOPY
((STUD)) 1/2"
llIE 11 I
EAVE STRUCTURAL W/0 SOFFFIT
1/4 X 1 1/4" HEX HD.
SEE DRAWING P-107511 FOR
(2) �097196) SCRUBOLTS STD. PT. SDS (097230)
5'-0" O.C.
MODULEZE II SOFFIT INSTALLATION
1'-0 O.C.
(COLOR SUFFIX REQ'D)
SOFFIT TO EAVE STRUCTURAL
°"^' a "a"
VSR II ROOF EAVE TRIM
RCB129
(VSR II)
RCB132
AT CANOPY
F = FEET G = GAGE
I = INCHES 00 = OPERATION
E = EIGHTHS C = FIN/COLOR
BRII WALL PANEL MARK NO.: 91W�U F F I I E G G 00 C C C
LENGTH CODE
36' COVERAGE
SMOOTH
TYP.—_i 1 T1P2 - Sul RICE COR 1 1/2"
---i{f--
TYP.
BUTLERIB II WALL PANEL
VCI WALL PANEL MARK NO.: VCI F F I I E G G 0 C C C
LENGTH CODE
36" COVERAGE
SMOOTH
1 9/32"--F-r- SURFACEC1 1/2"
TYP. (LT. GRAY)
INSE COLOR 2 7/8'I
VAwES TYP.
VCI WALL PANEL
,n.ro � eaa
waat- BUTLERIB-11 -WALL AND VCI-WALL-PANELS
FOR CONSTRUCTION
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
ONLY TO THE WORK PRODUCT OF BUTLER
MFG. AND DESIGN AND PERFORMANCE
THIS DRAWING• INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF
BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE
APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT
/'�
v
BUTLER MANUFACTURING
1540 GENESSEE ST. KANSAS CITY, M064102
COVERING &TRIM SED'S
REQUIREMENTS SPECIFIED BY BUTLER
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WTrHOLTT
Richard K. Davis Construction Corp.
*+ Seacoast Curbs
'a' Fod Pierce, Florida
Seacoast Curbs
BUTLER
JOB'
17-02 856.01
-
THE BUTLER MFG- ENGINEER'S SEAL DOES
NOT APPLY TO THE PERFORMANCE OR
DESIGN OF ANY OTHER PRODUCT OR
COMPONENT FURNISHED BY BUTLER EXCEPT
TO ANY DESIGN OR PERFORMANCE
REQUIREMENTS SPECIFIED BY BUTLER
PRIOR WRITTEN APPROVAL OF BUTLER MFG,
THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,
INCLUDING THE CORRECT USE OF TEMPORARY BRAC64G.
;
3/122018
Buller Manufacturing
vErew 20172b
JLLG / DER
NTS
37
1/4-14 X 1 1/4' HEX
PANEL TO STRUCTURAL
HD. STD. PT. SDS
FIELD CUT VSR II PANEL 097230) 1'-0- O.C.
FASTENER ( SEE SCHEDULE)
TO REQ'D, WIDTH COLOR SUFFIX REQ'D)
NOTE: FOR ATTACHMENT TO
GABLE ANGLE OR EDGE
Z-PURLIN OR PANEL STRAP (ARPPS06)
STRUCTURAL, SEE
EAVE STRUT OR
EAVE STRUT 1/8 X 1' TAPE
EXTENSION PANLASTIC (027893)
APPROPRIATE ENDWALL
PANEL DRAWING
EAVE MEMBER
GABLE TRIM (ARPGT20-)
L=LEFT, R=RIGHT
12'
Y
r FIELD CUT AS REQUIRED
— EW TRIM SUPPORT
2'-6' SDS (097364) 2' 2•
SIDE PANEL TO 2"
GIRT
I
3/4' ANGLE (550724)
LAP ".;��
/a -tax 1 1/a' HEx 12-14 X 1 1/4' HEX Hp.
HD. STD. PT. SDS SDS (097296) W/TUBULATED
PANEL FASTENER
SEE DETAIL WCB038)
BASE ANGLE
(097230) S-O' O.C. _ _ WASHER (097385) AT EACH
SHOWN)
((COLOR SUFFIX REQ'D) PURUN AVOIDING HOLES IN
DETAIL FOR
GABLE ANGLE GABLE ANGLE.
TORX T-30
6,
6.6� 6
REQUIRED)
SELF -DRILLING SCREW
—_� (097364) 2'-0" O.G
IREC s•6,6.6"6••
TIO
-s BOASE IM
SOFFIT (COLOR SUFFIX REQ'I
f
W E )
W//0 SOFFIT 4' WALL ADAPTER (WE
N OF
EREC1Ip N
SEE SPECIFIC
DETAIL FOR
1 4-14 X 1 1/4" HEX SOFFIT TRIM 10'-4" LG.
INSTAI I RFFORF GARI F TRIM
REQUIRED)
(097230) 5'-0' O.C. \ ST10A W/8 1/2' PURUN
y ST10C W 10' PURUN
W/SOFFIT SEE RC6129 FOR FSINRS /
NOTE: ST10E W/11 1/2' PURLIN
IF ERECTION DRAWING P-081635 HAS BEEN PROVIDED THEN THE
HIGH WIND GABLE TRIM CLIPS ARE REQUIRED.
LOCATION
FASTENER DESCNPTION
AND PART NUMBER
T
p +/r r r r
PUN0iEO
1PUNOUD
uwYUY INaunON OCXSrtf
TRUCTUR
SRTUCTUR
PAM
STRUCTURAL
mrnl
x X x
x
_.A&
ip,S�ase . w0sa2si-
x x
m —
VSR II EXPAND- GABLE TRIM
0"C01A0AT
BUTLERIB 11 WALL PANEL INSTALLATION
RCB228
W/O THERM. SPA BILKS. AT OPEN EW/CANOPY EW_
_N600
WCB036
PANEL TO STRUCTURAL FASTENER OPTIONS
ROOF UNE7 IS THE BOTTOM SURFACE OF ROOF PANELS.
EAW HEIGHT = POOR LINE TO TOP OF PURUN/GABLE ANGLE.
STANDARD 8 SE A0.USTUENT. ADD 5/8' FOR NOTCHED OR LAPPED BASE CONDITION.
DEDUCT 1//FOR FLUSH BASE CONDITION. (SEE DWG P-081513)
EAVE HEIGHT ADJUSTMENT
0' FOR MR-24 ROOF WITH OUT TIERLIAL BLOCKS
1/C FOR INSULATION BRIDGE (TOP OF RAKE CHANNEL)
12 TOP OF ROOF LINE
[ X r CABLE ANCiE/ROOF LANE
o
SS n
A `STARTNG RISE
,
ED PANG 1 CONTI CABLE TRIM
w S-0' PANEL WIDTH NOTE PANEL ROSE = SLOPE 3s'
TYPICAL
12
PANEL LENGTH - EAVE HEIGHT - DX'A't BASE GONG. AD& + PT7IGHT AOJISTMEN
FOR PANEL LENGTHS 1WTH
RODF SLOPE ON. CUR-24 ROOF USE
K12 'A' + BASE CONDITION A
0.01:12 THRU 0.99:12 1/W +(RIGID PNS. THK. + .8125' (UNM PNL + G.257
1.00.12 1' 4 OF ROOF SLOPE)
NOTE
AT LEAST ONE PUNCHED STANDARD ROOF PANEL/H PER
PANEL
PER PAN YdLL ADGN
WITH A HOLE IN THE CABLE ANGLE OTHER SLOPES (NON-STANDARD)
WLL fRE01UIRE FIELD DR LONG FOR PANEL CONNECTION TO GABLE ANGLE.
PANEL
ROOF
WALL PANEL OPERATION CODES
(BWP) PUNCHED
(BWU) UNPUNCHED
LOCATION
SYSTEM
1/4:12 AND 37
1/2:12
2 2 78
ENOWALL
RALLLL
ALL SLOPES (SO) 35
4.12 34
OTHER SLOPES 37
1/4:12 AND 36
1212
1:12 40
2:12 77
ENDWALL
HEADER
ALL
ROOFS
ALL ��� (SO) 35
4:12 39
OTHER SLOPES 36
1/4.12
1/402
TO (MT) BB
TO (MT) EE
2.99
2.99
LOW/HIGH
BR II
3:12
3:12
SDEWA.LL
TO (MT) AA
TO (MT) FF
4.12
4:12
MR-24
(SO) 37
(SO) 35
NR-24
1/4: 12
1/402
TO (MT) DID
TO (MT) EE
LOW/HIGH
BR II
2.99
2.99
3:12
TO (MT) CO
3:12
TO (MT) FF
HEADERSIDEWAL
HEADER
4:12
4:12
MR-24
NR-24
ALL SLOPES (SO) 36
1 All SLOPES (SO) 35
a2dnen, tt�d
_ _ �BUTLERIB_II_END.WALL_ STAftIER_PANEL_ _ _ __ BUTLERIB II_ WALL PANEL SCHEDULE
WCB043 SQUARE CUT FOR SLOPES TO 1: 12 WCB044 ENDWALL AND SIDEWALI PANELS (SOUARED/MITI
POST OR
STRUCTURAL
FACED
INSULATION -
WALL PANEL
FIELD REMOVE INSULATION
AT POST OR STRUCTURAL
(SEE NOTE)
NOTE:
IMPORTANT APPEARANCE ITEM
FIELD TRIM INSULATION 50 THAT THERE IS A MAXIMUM OF 3'
THICKNESS BETWEEN STRUCTURALS AND PANEL CORRUGATIONS.
WHEN TRIMMING THE INSULATION, BE CAREFUL NOT TO CUT
VAPOR RETARDER.
rdnem ww 3 1/2" AND 4" INSULATION FOR BRII WALL
WCB037 d AT ENDWALL POST OR STRUCTURAL
'4 TOP OF Z-PURUN
GABLE ANGLE
GABLE n
TRIM
GABLE ANGLE
V
L•PUNCHED PANEL
O
= z
m ATTACHMENT
aJ
g PANEL LENGTH = EAVE HEIGHT
a w
m +/- BASE COND. ADJUSTMENT - 3/8'
w<
a
i _-___
I • F''O//R SELF-DRBLNG StlTEWS, RNSTALL
' -PUNCHED
NIDLES INNES pRT AND�BASE ANGLE
L'% NOTES:
SEE NOTES: 1. ADD 5/8" WHEN PANEL IS LAPPED BELOW FLOOR
1 AND 2 LINE FOR NOTCHED AND LAPPED BASE CONDITIONS
2, DEDUCT 1/B' WHEN PANEL BASE CONDITION IS
FLUSH WITH TOP OF WALL (SEE DWI. P-081513)
3. IF NO ROOF INSULATION IS USED, FOAM TAPE
STRUCTURAL$.T(SEE DRAWINGBE APPUEDTP-08144ALL 9)
M600 BRII SO CUT SW PANEL WITH.MR-24 ROOF
7--—1/4:12 TO-1.99 12 SLOPES --NO-THERMAL BLOCK-
CAPII
(SEE
PANEL TO
FASTENER
NOTE:
AS YOU FACE THE BUILDING FROM THE OUTSIDE, THE CORRUGATION
WITH THE CAPILLARY BREAK IS ON THE RIGHT HAND EDGE OF THE
PANEL AND THE PANELING MUST BE INSTALLED FROM LEFT TO RIGHT
wrala"A icAww
WCBD38 SIDELAP FOR BUTLERIB II WALL PANEL
WALL PANEL
PANEL TO PANEL
FASTENER (097364)
2'-6' O.C. FIELD
DRILL HOLES
'rNtR
WALL PANEL
M (BRCT12)12-OLONG FIELD
CUT OR LAP AS REQUIRED
eLd/UA2
28047
tq 00 1 OUTSIDE CORNER TRIM BUTLERIB II WALL
FOR CONSTRUCTION
THE BUTLER MFG. ENGINEER'S SEAL APPLIES
THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF
BUTLER MANUFACTURING
ONLY TO THE WORK PRODUCT OF BUTLER
BUTLER MFG. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE
1540 GENESSEE ST. KANSAS CITY, MO 64102
COVERING & TRIM SED'S
MFG. AND DESIGN AND PERFORMANCE
APPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT
REQUIREMENTS SPECIFIED BY LE BUTR.
SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT
THE BUTLER MFG. ENGINEER'S SEAL DOES
PRIOR WRITTEN APPROVAL OF BUTLER MPG. -
Richard K Davis Cmshuctim Corp.
17-0298.56-01
NOT APPLY TO THE PERFORMANCE OR
THE GENERAL CONTRACTOR ANDIOR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE
Seawast Curbs
a
DESIGN OF ANY OTHER PRODUCT OR
GOOD QUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS
•'• Fod Pierce, Florida
BUTLER
3I122018
COMPONENT FURNISHED BYBIJTLER EXCEPT
DRAWING, DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE BUTLER MFG.
*
w
m„w
JLLG / DFR
TO ANY DESIGN OR PERFORMANCE
ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPER ERECTION,
Seacoast Cwba
Butler Manufacturing
REQUIREMENTS SPECIFIED BY BUTLER
INCLUDING THE CORRECT USE OF TEMPORARY BRACING.
TUTS
veuo.• 20172b
38
DHA
(FU
Z—PURLIN Z—PURLIN
CONNECTION PUR IN
( TO NOT BY BLUESCOPE) ANGLE HI
ONNECTI
NOT BY
!HANGER LOAD HANGER LOAD
VJGR WANrPP-q
Z—PURLIN GENERAL NOTES
1. CONCENTRATED LOADS GREATER THAN 5001bs ON ANY SINGLE PURLIN MUST BE EXPLICITLY LOCATED AND DESIGNED
FOR DURING DESIGN OF BUILDING SYSTEM.
2. SPECIFIED COLLATERAL LOADS MAY BE CONVERTED TO SAFE CONCENTRATED LOADS AS FOLLOWS WHERE P = MAX
[\,,BENT PLATE SPANENTA ANGEORAS �Hs bLD = UNIFORM
COLLATERAL
LOAD (PSF) x PURLIN SPACING (ft) = Ibs%ft; L =PURLIN
HANGER LOAD UOSCOP AP IP r IP P iP i P
P MA1X= 0.5w1 P MAX='10.4w1 P IMAX= 0.25WI
FOR 1/2- DIAM. BOLT TO PURLIN CONNECTION-- MAX HANGER LOAD=15001bs
PURLIN MUST BE SPECIFICALLY DESIGNED FOR LOADS GREATER THAN 500 LB. SEE NOTE #2. IP P �P r r IP IP r 6 OR MORE HANGERS PER PURLIN
rP MAX= 0.2w1 P MAX!= 0.15w1 P MAX= W x HANGER SPACING
-Z—PURLIN
H
JN WIDTHFIELD
DRILL HOLE
FOR ROD IN BOTTOM
OF PURLIN
AN(���
7 16 MAX HOLE
NO
IILUE14SCOPE)
VERIFY OVERALL PURUN DESIGN CAN TAKE APPLIED LOADS. SEE NOTE #2
MAXIMUM LOAD SUSPENDED FROM BOTTOM FLANGE
(LOCATED AT HALF —FLANGE WIDTH)
THICKNESS
MAX LOAD
THICKNESS
0.088"
MAX LOAD
2001bs
0.060" 1101bs
0.068"
1201ba
0.098"
2501ba
0.073"
1401ba
0.079"
1801bs
11 0.113"
2501bs
FOR LOADS LOCATED MORE THAN HALF FLANGE WIDTH
FROM WEB, USE HALF OF THE LOADS SHOWN ABOVE
BOTTOM FLANGE CLAMP HANGER BOTTOM FLANGE ROD HANGER
(TOP FLANGE SIMILAR) (TOP FLANGE SIMILAR)
DO NOT USE ANY OF THE DETAILS ABOVE IF ROOF SLOPE IS GREATER THAN 4,12
EXAMPLE: A PIPE IS SUSPENDED FROM A PURLIN AT 3 LOCATIONS EQUALLY SPACED
BAY SPACING = 24'-0" PURLIN SPACING = 64'
SPECIFIED COLLATERAL LOAD = 5 PSF
W = 5 PSF x 5 FT = 25 PLF L = 24'-0"
PMAX — 0.25 x 25 PLF x 24'-0" — 150 LBS AT EACH LOCATION
THE PURUN CAN SUPPORT 3 LOADS UP TO 150 LBS EACH. PICK A HANGER CONNECTION
CAPABLE OF SUPPORTING ACTUAL APPLIED LOADS.
3. FOR LOADS GREATER THAN 250 Ibs, PURLINS MUST BE 'BLOCKED" AT LOCATION OF LOAD TO PREVENT PURLIN ROTATION,
4. EQUIPMENT LOADS SHOULD BE OBTAINED FROM CERTIFIED EQUIPMENT DRAWINGS AND MANUFACTURER'S DATA.
5. Z—PURLINS WILL DEFLECT UNDER SNOW AND WIND LOADS. ITEMS THAT MAY 9E DAMAGED DUE TO DEFLECTIONS, (EX. GAS
LINES), VERIFY THAT PIPES OR SUSPENDED EQUIPMENT ARE COMPATIBLE WITH EXPECTED DEFLECTION RANGES (±L/180).
6. THE NATIONAL FIRE PROTECTION ASSOCIATION 9NFPA) REQUIRES SPRINKLER HANGERS TO BE DESIGNED FOR A
MINIMUM LOAD OF FIVE TIMES THE WEIGHT OF HE CATER —FILLED PIPE PLUS 250 POUNDS. THE HANGER ITSELF MUST
BE. ABLE TO SUPPORT IHIS.LOADING,_IT IS NOT NECESSARY TO DESIGN THE SUPPORTING MEMBER FOR THIS LOAD IN
7. SUSPENDED LOADS WILL NEED TO BE BRACED (TO THE PRIMARY FORCE RESISTING SYSTEM) FOR LATERAL STABILITY DUE
TO EARTHQUAKES.
B. HANGER DESIGN IS NOT THE RESPONSIBILITY OF BLUESCOPE.
9. TOP
FLANGE
HANGERS P FLANGE HANGERS ARE REQUIREDGPLACE °HE (HANGERS ATPTHE SPACER
BLOCKS
MAJOR CORRUGATION
OF
LOCATION-TO -AVOID -DAMAGING-THE-ROOF-PANEL-WITH THE -HANGER -WHEN THE -ROOF -PANEL- IS LOADED -OR WALKED- ON.
10 THEBEAM C-=MPS TOPOF THE CLAMP OTO AVOID DAMAGING THE ROOF R OTHER ROD HANGERS ARE SPA EL WITH ED ON THE THE RODFLANGEOP EO W(1EN T ROOF PANABOVED SHOULD NOT EXTEND PANEL LOADED OR
WALKED ON.
11. DO NOT HANG ANY TYPE OF CRANE, HOIST, CONVEYOR OR ANY MOVING LOADS FROM THE Z-PURLINS.
12. DO NOT HANG ANY LOAD FROM BBNA SUPPLIED PURLIN BRACES OR BRIDGING.
13. DO NOT WELD ANY PART OF THE Z-PURLIN.
Z-PURLIN HANGER ASSEMBLY
r-\ XZ-PURLIN (NOT BY BLUESCOPE) 14. OLESREQUIEDSTDNN NOT FEAME CUT DIAMETER UNLESS AUTHORIZED BY BONA ENGINEER. DRILL OR REAM HOLES WHEN
R' I RI
TALE A90VE FOR I
� (NOT BY BLUUESCOPE) T
EACH PURLINHANGER LOAD !HANGER LOAD
CONCENTRATED LOADS ON ROOF
DOUBLE PURLIN HANGERS I Z-PURLIN HANGER DETAILS
VERIFY OVERALL PURLIN DESIGN CAN SUPPORT APPLIED LOADS.
1:�m
Q% 61MN, 10 INSET RAKE BEAM / 0M CUNN. 70 U42t1 RAM tiEAVE STRUT
11 I " JAMB ODNN. M INSET 11 1 AlA JAMB CONN. TO INSET BRACE STRAP
RAKE B RAKE BE
Q s
ry • A � a
K,-,
ANTI-RDLL
CLP
ENDFRAME
Jhma EAP2 ESBS_DOO(TSBCLIP DOOR
JEAVE TENEAVE ATTACHMENT JAMB CLIP (INSET) DJC4L_ °ADJC4R_ 1oNSEnPLATE
12
SLOPE F � 1/�. Z 1/Z. i
0
' op 4p
INSET GIRT CUP
SHIM � ESH- BFRAME OLTED P FFC_ ,� R CUP
FG-C18_ LF�Fr�Rltlr [G—Clq `iR GIRT�UJAMB GCS , ; �� GC53 VARIABLE i CLIP GC71 —RAKE CHANNEL CUP GC9
i
4
its
rl
AW To
VARIABLE
GAGE ENDRALL FGC91 % CIRT CLIP VARIABLE
CLIP GCD INSET
GCE GIRrCL�iPT GCW1 1GRT1.5 "CLIP GCZZ DIRT R FGFA JAM SC PLATEN JC_ a5 JTG1
po ry 04 w a o m a m
0� B — O —
a �l — 0 0
o ® a o � o 0
IQP
p C4 6 d
@ sue. � O lFj 45
J10 1 JTG2 JAMBS JTG3 JAMB TO JTG4 KMA1 PC4 PC5 FPC27 PG1 PGV_
GIRT CUP GIRT CUP GIRT 0.1P SIMPIE SAVER GUSSETED PURLIN / ANThROLL PVRLIN / GIRT VARIABLE PURUN
11.5 -1D / 1L5 7 - 7 10 - 10 FB CLIP dRT CUP PURLIN CLIP QP GIRT CLIP
FLAT HIP FRAME
FLAT FLAT VADTH dCNNECTICN CUP
o VADTIi MOTH
+� ® Zv
tag l S1DE VIEW "A" �I ® m SIDE NEW 'A' ®"i ® SIDE VER "A"
BEND
LL°C ' BEND
` A A �LOC ` BEND
fARIABLE DUrsEr d vG7c—
dJP NIP FRAME02H_ HPFRAME 06 H A ACORNER CUPODNNECTICN CUP CONNECTION CUP
BENT CUPS
R.R
M ,e B I B-081765 104
BUTLER
vs.R oo� SYSTEM
4822
VSR II ROOF SYSTEM II
INSTALLATION MANUAL FORM NO. 4B22
aua Un I Gem er tmUMP NUMEM; 00-OOD-00
i cffm�w
PERPENDICULAR TRANSITION DRAWINGS
ROOF TYPE
BLOC. I
5UPL MLGLE - NO FLASH
I sum ANGLE - W FLASH.
BR -II I
WIDESPAN
I P-080172
P-080173
PARALLEL TRANSITION DRAWINGS
ROOF TYPE
WRLESPAN
BR -II
I P-080162
WALL INSULATION
GIRT (AS REQUIRED)\ fi
PANEL
RETAINER (650209) SUPPORT ANCLE
SCRUBOLT
NUT 1097267) CORRUGATION
1"-0 D.C.CLOSURE
F-1 -4
ROOF INSULATION
NOTE 5
PERPENDICULAR TRANSITION
WITH BR -II ROOF
SEE CHART FOR CONDITIONS
CORNER TRIM (BRCT12)
ATTACH -TO -PANELS
MTN PANEL TO PANEL
FASTENERS ON 2'-0' CENTERS
FIELD NOTCH AND
SEAL 9OTTOM of
CORNER TRIM
WATER TIGHT
NOTCH
WALL PANEL TD
CLEAR FLASHING
)I
INSULATION
RETAINER
(650209)
SCRUBOLT NUT
(097207)
1'-0' O.C.
ROOF INSULATION
NOTE 5
WALL PANEL SC14EOLILE
PANEL
WALL PANEL CODES
LOCATION
PUNCHED
I UNPLWCHED
SLOPE
PART N0.
OP. CODE
SLOPE
PART NO.
OP. CODE
1/402
AND
027095
36
1/2:12
1:12
027465
40
ENDWALL.
ALL
027094
35
2:12
570528
77
SLOPES
HEADER
4,12
027454
39
OTHER
SLOPES
027095
36
1/� 2
1/T4D.12
LOW/HIGH
Q27093
DD
570246
(M)
EE
SIDEWALL
<3:12
-a12
HEADER
3:12
027092
CC
TIRO
570261
FF
4:12
4:12THRU
I
1 ■ :i ill
�' 1' 0 ► 1
* FOR HEADER PANEL TOP
CONNECTIONS SEE STD. HEADER PANEL
WALL PANEL INSTALLATION
DRAWING. -11
FIELD OUT NOTCH AS SHOWN
AT UPPER END OF TRIM PIECE;
FOR USE IN BOTTOM SECTION OF
INSIDE CORNER TRIM LAP -SPLICE
1'
LV� N
INSIDE
CORNER TRIM
(IOT12)
FIELD NOTCH INSIDE CORNER FLASHING
TRIM AT LAP -SPLICE CONDITION
WRAP INSULATION SUPPORT
AROUND CORNER 7 p ANGLE �V
V
1�
�INsvunoN \ORNER
SUPPORT
* HEADER PANELS ANGLE
(SEE SCHEDULE) PARALLEL TRANSITION
(SEE CHART FOR CONDITIONS)
dN
QTI
OSOUR�-7ONrs
FLASHING
SEE STEP 2
■ l l . ��+ ` ANL TIC 1/ OF TAPE
Il / PANLASTIC 1/4 X 3/16"
(025390)(SEE STEP 3)
CORRUGATION CLOSURE
lIIJ TAPE VDUS UN ER X 1' (827893} �� PIGTAIL OF PANLASTIC
CONTINUOUS UNDER CLOSURE ��53912 WRIST BE IN
NT1C
i }{y
11ff HEADER PANEL ON PANEL AND CLOSURE
OUTSIDE CORNER eCAULK JOINT lnni TUBE STEP 3
l STiC (025392)
TANT: MINIMUM 3/9"-1/2"
BEAD PANLASTIG (025392) CONTINUOUS
CORRUGATION OVER CLOSURE
CLOSURE (D26648)
STEP 2
FIELD CUT PANELS AS REM
AT INSIDE CORNER
TUBE PANLASTIC (025392)
CONTINUOUS
CORNER TRIM Icm)
W1CN WITH BOTTOM OF PANELS)
i.i- RASHING
HOLES IN SUPPORT
ANGLE
HEADER PANEL
BOTTOM OF HEADER
PANELS
CORNER TRIM (IO2
ATTACH NTH PANEL 10 PANEL
FASTENER 2-0' O.C.
PERPENDICULAR TRANSITION
(SEE CHART FOR CONDITIONS)
ERECTION SEQUENCE
LSOTF: ROOF TiD WAIL TRANSITION FLASHWC MUST BE I
STEP 1. INSTALL FIRST HEADER PANEL[TEMPORARY). TOP OF PANEL IS PRE -PUNCHED AND
SHOULD BE ATTACHED FIRST TO INSURE PROPER ALIGNMENT,
FIELD DRILL 5/16 DA. HOLES IN BOTTOM OF PANEL, TRANSITION FLASHING, AND
GABLE ANGLE TO MATCH FLASHING SUPPORT ANGLE ON 6' CENTERS IN FLAT OF
PANEL REMOVE PANEL AND USE THIS PANEL AS A TEMPLATE TO DRILL 5/16 014.
HOLES IN OTHER PANELS. PARALLEL CDNDRIDN ONLY.
STEP 2. INSTALL TAPE PANLASTIC (027893) OVER HOLES OF FLASHING SUPPORT ANGLE:
INSTALL CORRUGATION CLOSURE 1028648) OVER PANLASTIC. INSTALL TUBE
PANLASnC (020392) OVER CORRUGATION CLOSURE. INSTALL FIRST HEADER
PANEL ATTACH NTH SCRUBOLT (097362) ON 8' CENTERS. NOTE; CORRUGATION
CLOSURES ARE ON THE SAME SLOPE AS THE ROOF AND ARE NOT SQUARE WITH
HEADER PANELS. TUBE PANLASTIC MAY BE REQUIRED FROM THE M SIDE TO
PROPERLY SEAL
STEP 3. IMPORTANT: BEFORE INSTALLING SECOND HEADER PANEL, APPLY 1'-O' OF
PANLASTIC (025390) IN SEALANT GROOVE OF FIRST PANEL (IN AREAS WHERE
SEVERE ICING MAY OCCUR, IT IS SUGGESTED TO APPLY PMLASTiC FULL
LENGTH OF WALL PANED. "PIG -TAIL OF GUN GRADE PANLA5TIC (025382)
AT BOTTOM OF PANEL, (RUST BE IN SEALANT GROOVE AND CORRUGATION CLOSURE.
STEP 4. REPEAT PROCEDURES SHOWN IN STEPS 1,2, AND 3 FOR REMAINING PARALLEL
PANELS INSTALL PERPENDICULAR PANELS AND INSTALL CORNER TRIM.
STEP 5, FOR TRANSITIONS, PERPENDICULAR, ROOF INSULATION IS COMPRESSED BETWEEN
GIRT AND WALL SUPPORT ANGLE. SEE CHART FOR CONDITIONS. AFTER ALL WALL
PANELS ARE INSTALLED, IMPALE ROOF AND WALL INSULATION OVER SCHU60LT
THREADS AT BASE OF PANEL PUKE INSULATION FETANER (650209) OVER
SCSECTIRUBBOLT AND RETAIN PATH SCRUBOLT NUTS (097267) ON 1'-0- CENTERS. (SEE ONJ
BUTLERIB II WALL PANEL INSTALLATION
ABOVE BUTLERIB II ROOF
awa m 2 m m MWP Man 27-MI-01
RHE R. DALE
1 �IIIII B I P-080174 02
II
VAPOR RETARDER
PANEL OLIP
PROOF LINER PANEL
TRUSS BEARING PLATE
OR Z-PURLIN
II
CMR-24 PANEL SPLICE INSTALLATION
NOTE
TAB WLL NOT ENGAGE LOWER
PANEL, TAB MALL BE LOCATED
AT PANEL NOTCH.
-- - STEP 1 -
LOWER PANEL INSTALLATION
PLATE (560109)
PANELS
PANLASTIC (042717) APPLY
DIRECTLY OVER STUDS
STEP 2
SPLICE PLATE INSTALLATION
wEL STRAP
50101
-0" PANELS
FLANGE
_ "T -1
SEALANT (1/0' X 11 �
RIGID INSULATION
l/
ooWNstoat:
rPANEL STRAP
CLIP
PANEL SPLI[E PLATE
�-BEARING PLATE
ROOF LINER PANEL
Z-PURLIN �--
TRUSS
SECTION A —A
IMPORTANT
1/8' x 1' PANLASTIC (042717) - NOT
TO EXTEND ABOVE THIS SURFACE
(TYP. BOTH SIDES OF PANEL)
ERECTION SEQUENCE
SEE DWG P-OBB847
STEP 1
FOR MASTIC APPLICATION
• PANEL SPLICE TO BE MADE UP COMPLETE: MATH PANEL
STRAP AND FLANGE NUTS, BEFORE SEAMING ADJACENT
-PANLASTIC (025392) - 3/8'
PANELS
DIA. BEAD OVERLAPS
1/8' X 1' PANLASTIC
PLACE LOWER PANEL INTO POS171ML ENGAGING OUTER EDGE OF
PANEL INTO CLIP TABS AS SHOWN ON CMH PANEL INSTALLATION
DRAINING P-080225_
STEP 2
RAISE EDGE OF PANEL AND PLACE PANEL SPLICE PLATE
550160 UNDER PANEL INSERTING STUDS OF PLATE
NOTE 1HRU PANEL HOLES.
OD NOT USE PANLASTIC (025392)
IN FLAT AREA OF PANEL STEP 3
FST-EP-3-1 APPLY TAPE PANLASIIC (042717) OVER STUDS.
MURK SEALANT INTO OORNERS AND AROUND STUDS
THEN REMOVE PAPER BACKING. THEN APPLY GUN
SEALANT APPLICATION GRADE PANLA571C (D25392) AT CORRUGATION AS 5HOWN
FLANGE NUT (097190)
INPORTANT - CAUTION IS REQUIRED
N07 TO BREAK OFF STUDS WHEN
TIGHTENING THE FLANGE NUTS
FTER
LOCATING PAAEL NOVER � \- APPLY PANLASTIC �D25392) 18' DIA BEAD
STUDS. BEFORE SUCCfIDIN PANELS (IRE INSTALLED
UPPER PANEL MUST PROPERLY
STEP 4 SIIDES�OFNOWWERP AUN+EDED IN BOTH STEP 5
UPPER PANEL INSTALLATION PANEL STRAP INSTALLATION
PRESS DOWN ON LAPPED
EDGE OF PANEL SEAM AND
STEP 4
CRIMP UP
EAMING BEFORE S
SEAMITIGHTNG
. PLACE UPPER PANEL INTO P097ION - ENGAGING PANEL HOLES
MATH THE STUDS.
C
• ENLACE ROOF CLIP TAB OVER UPPER PANE_ AFTER IT HAS BEEN
LOCATED OVER THE STUDS,
STEP 5
• ATTACH PANEL STRAP 360101) V41H FLANGE NUTS (097100)).
PULL STRAP DOWN TIC14T ONTO PANEL SURFACE. CAUTION IS
REQUIRED NOT TO BREAK OFF STUD WHEN TIGHTENING. DO
NOT USE AN IMPACT TOOL) SPEED WRENCH IS RECOMMENDED.
-APPLY WEIGHT DOWN ONTO LOCKSEAM
APPLY PANLASTIC AT NOTCH.
MACHINE AS REQUIRED 50 THAT
MACHINE HILL NOT RAISE UP FROM
STEP 6
SEAM AS IT GOES OVER THE PANEL
STRAP
• SEAM ROOF PANELS AS SHOWN, AFTER END LAPS HAVE BEEN
COMPLETED.
IF AFTER ALL PANELS ARE SEAMED, A REPAIR OF A
STEP G 1 BROKEN STUD 15 REDUIRED• DRILL OUT 5/15' DIA.)
APPLY GUN GRADE PANLASTIC BEiYriJ1J( PANEL AND
ROOF SEAMING PANEL STRAP, AND INSTALL LOCK -RIVET (096306
GREEN WASHER).
B"
RIDGE
PANEL # RIDGE 7"
SEAMED RIDGE PANEL
RIDE
1
ROOF
1"
Z-PURUN
`
RIDGE
HIGH EAVE
SPANNING
MEMBER
END LAP SPLICE
CANOPY
BU2DINO OR I x is
ROOF
PANEL
LOW EAVE
I 1 I
I
I I I
1"
I
TYP.
VALLEY GUTTER
NOM. NOTCH 1• 1•
NOM.
•�
NOM. NOTCH
��)
7- NOM. NOTCH 5" NOM. NOTCH
� =(TYP) OP CODE 98 �TYP)
[All TO FAZED RED
y"
I
RIDGE N SPII[£ [R N EAVE tl! 9POfE
• 5PI10E �� vFE NEME ���
•OP
(LH)
SAVE SiCF G1E N EAVE (III H
•
��� ��� H u � �
EAVE N OIY EAVE 4iCE _ FA1E 9PIYE FJ
•
� ��� ���
CODE 86 OP CODE 87 OP CODE BB OP COCE 89 OP CODE 90••
CP CODE 91 OP CODE 92
1 1' B.1" 1' 1" 4 1`
OP CODE 93
�5 f
OP CODE 0 OP CODE 97
1
7" NOTCH NOM. 7"
OP CODE 21 {WJ'�— (TYP) OP CODE 22 (LH)
NOTC NCAA. 5"
(TYPIT • CP CODE 23 (LLI)
S"
OP CODE 24 (LHI�
7"
OP MOE 41 {LHJ1�
NOTCH NOM 7"
(TYP) • CP CODE 43 (LH)
- - -
wECEBUILDING CANOPYE
aSAVE 'a Wl. OR - -SAVE ` SPIE£ CR - ME
A
NWX
'v OR • FAVE a lPlkE
N " N
BUILDING - BUILDING
'a OR EhVE 'a CE OR EAVE
N - N
HELPPREVENT WALL STAINING CAUSED BY
FRUN-OFF; INSTALL SAVE EDGE OF ROOF
[TRIOMOR GUTLER PAR75 IMMEDIATELY AF1ER
OVEPHANC
EAVE OVERHANG
WX
-
wx
-
OF PANELS ARE INSTALLED -
II CP CODE 12 II,. . I OP CODE 13 II ,.
OP CODE 14 II ,-
,. I� OP CODE 15 II,. `. I I OP CODE 26
,. II OP CODE 4C
,,. I I OP CODE 42
NOTCH JS NOM.
OP (TYP) CODE 20 (H)
NOTCH NCM.
(MP)OP OP CODE IS (LH)
`N SPACE • • E
SP=•
'N • R
`N BLCE • EAYE N
N gOfY • ' F:1VE
"" I I OP CODE 10 —4—
,= II CP CODE 11
5 I I OP MOE 18 OP CODE 17
S • OP COOS ZS II," '
MR-24 PANELS
1" i- 1' 1' 1• �•
� , • T • 'j' . �� I I � q
N 580799 m N� : 5Bp79B - �I 560797 16 NT 56D7B6 m iVl � 'mI : 56DIB4
m 1 m 1 1
OP CODE 11 'M OF CODE 32 n OP CODE 31 }�► DP CODE 30 n OP CODE 2; OF CODE 28 n
(FACTORY HCLES) [FIELD HOLES) (FIELD HOLES) (FIELD HOLES) (FIELD HOLES} (FIELD HOLES)
SEAMED RIDGE PANELS
SEAMED
RIDGE
OP CODE 29 OP CDOE 2B PANEL
OP CODE 31 OP CODE 30
OF CODE 32
UNPUNCHED PANELS
NOM. Jr. NOTCH NOM. 'NOTCH ACM, " NOTCi NOM. ' NOTCH NO�M. "NOTCH
TYP) (1YP)I Imp) I Imp) I I` YP)
tltl7 �[ Op Cox 31, OP CODE 33
OP CODE 37
OP CODE 36 OP CODE 35
NOTCHED AND UNPUNCHED PANELS
MR-24 VARIABLE WIDTH PANELS
NOTE:
MR-24 VARIABLE WIDTH PANELS (EXCLUDING 12- PANELS) ARE UNPUNCHED.
SEE DWG. P-080876 FOR FIELD DRILLING REQUIREMENTS,
RIGHT HAND
PANE SHOWN)
LEFT H D
PANEL REQUIRES
FIELD NOTCH AT
PANEL CORRUCA
_RIDGE
_
OR
HIGH SAVE
FEMME SIDE
OF PANEL
PANEL SECTION A=A- -
MEINED FRW LOW EAVE
um-
FIR HUM SAVE CONDITION
AN ADDITIONAL STARTING
PLATFORM IS RECOMMENDED
FOR SAFE REMOVAL OF
HOOF RUNNER END LAP SPLICE
BUILDER NOTE:
FOR ACTUAL PART USAGE
REFER TO THE 'PER ORDER
OWM 'THAT COME YATH THE
LOW EAVE
NOTE.
WHEN A WX IS ATTACHED TO AN DOSTING BUILDING, THE
BUILDING EAVE SAVE CONDITION BECOMES A FIELD MODIFIED
END LAP SPLICE WTH UPPER END OF PANEL UNPUNCHED.
Hm
THE NUMBER OF SPLICE
PANELS MAY VARY IN A
RUN DEPENDING ON SIZE 1 ��
OF BUILDING, ALWAYS • -
ALTERNATE SPLICES ON -
ADJACENT ROOF PANEL.
RUNS. NORMALLY BY ONE
PURLIN SPACE
LOW EAVE
OR INTERIOR GUTTER
OR VALLEY GUTTER
PICTORIAL VIEW
NOTE:
CAUTION
DIRECTION OF UP
BEND DOWN AFTER
THE TLLM CUP MUST BE INSTALLED AT THE SAME TIME AS THE
ON LOCKSEAM TABS
TAB IS IN PLACE
GABLE ANGLE OR RAKE CHANNEL BEFORE INSTALLING TRIM CLIPS
MR-24 PANEL
SEE THE PROPER SECONDARY STRUCTURAL DETAIL DRAWNG.
DETAIL 1 IMPORTANT NOTES;
1. USE THE OUTER DOWNSLOPE HOLE OR SLOT IN THE TRIM CUP
FOR THE CONNECTION TO THE EAVE STRUT,
1/2' 1 1147 THIN HEAD
�OLT 16636) AND NUT
2. WITH MULTIPLE GUTTER AT THE EAVIE, MOVE THE TRIM CLIP
OD30 2
UPSLCFE TO CLEAR THE RUBBER CORRUGATION CLOSURE IN THE
END CORRUGATION. USE THE CLIP AS A TEMPLATE TO FIELD DRILL
(2) 9/16 DIA, HOLES, USE THE TWD OUTER HOLES OR SLOTS
A5 A TEMPLATE 70 FIELD MID/OR RAKE
LOCKSEAM TAB
\
^i
EAVE STRUT OR
v-EXTENSION
DRILL THE GABLE ANGLE
CHANNEL ATTACH WITH 62 /t X 1 1/$ THIN HEAD BOLTS AND
(LST)
//
TRIM CUP
1/2' NUTS IN THE TWO OUTER HOLES THE CUP.
2 PER CLIP.
INSTALL THRU
// (590093) INSULATED OR
UNINSULATED PURUN
BOTTOM OF SLOT_ e3'`0
NOTE: DUN R
c'
\/
\
DIRECTION OF UP TABDIS IN PLACE'-
ON LOCKSEAM TABS
ENOWALL
1 MR-24 PANEL
/
1
xe EXTENSION
NOTE:
FOR PART NUMBERS
AND TAB ORIENTATION SEE
DETAILS 2 AND 3.
_ DETAIL 1 TRIM MIPS NDT SETBACK AT TRUSS ENDWALL
AT SEE IMPORTANT DETAIL i NOTES! TOEWALL ROOF
DETAL 7 (T-O' SETBACK SHOWN)
\ DETAIL 7
�1 O'EAM TAB % DETAIL 3 EW SETBACK
AT TRUSS
PIER CLIP. / DETAIL 2 DETAIL 2 .
INSTALL THRLIP, / / TRIM CUP -D OVMANG
BOTTOM OF SLOT / / (030028) INSULATM PURLIN
�� Y (500093) UNINSULATED PURUN _
V11 �66366) AND HEAD
I " / PURUN DETAIL 3 DETAIL /T N�
I
DETAIL 4
TYP. AT
OVERHANG
i
TAB ORIENTATION AT FEMALE SIDE OF PANEL DETAIL 3
_ oETaL z
DETAIL 2 DETAIL 1 I `DETAIL 3
NOTE CORNETTS
DIRECTION OF UP
ON LOCKSEAM TABS /'o'
DETAIL 2 �VDIVALL C91,
-- MR=24-PANEL - -
BANDS INWPLA BUILDING KEY
ENDWALL
IMPORTANT NOTE
LOCKSEAM TABS MUST BE TOGETHER
AND CENTERED IN SLOTS OF TRIM CUPS.
(LOCKSEAM TAB
3 PER CUP.
BOTTOM F SLOT.
TRIM CUP
1//22 X 1 1//4' THIN HEAD
BOTT 09863B) AND NUT
(0950�2)
J D26)INSULATED PURUN
Y / (B3DSS0093 UNINSULATED PURUN
L J
TAB ORIENTATION AT MALE SIDE OF PANEL
DETAIL 3
N4IEI
FOR PART NUMBERS
AND TAB ORIENTATION SEE
DETAILS 2 AND A
G
0
/ PURUN
EXTENSION
ENDWALL OVERHANG
DETAIL 4 (4'-0 OVERHANG SHOW
INTERMEDIATE FRAME
n
FOR FURTHER
INFORMATION
SEE DETAIL 2
OR DETAIL 3
OVERHANG --�
BEAM
DETAIL 9
FOR TAB ORIENTATION
SEE DETAIL 3.
HOLE 9/1V DIA.
�- BEAM SIDEWALL OVERHANG
nA
TRIM CLIPS REQUIRED ON SIDEWALL OVERHANG BEAMS
DETAIL 5
PURUN OR
EAVE STRUT /
PANEL CLIP ADAPTER
USE A PANEL CLIP ADAPTER AT THE ENDS OF PURLINS
OR EAVE STRUTS WHERE A PANEL CUP OR PANEL
EAVE ATTACHMENT MUST BE MADE
-AVE STRUT RE,
, - FIELD 9/10' DIA,
PANEL CORRUGATION,
OVERHANG BEAM
II AND RIGID FRAME
FRAME
SECTION A -A
�- INSERT PANEL CUP
ADAPTER 543130)
THRU HOL S AND
O BEND TABS AWAY
FROM SPUCC.
MR-24 TRIM CLIP
LOCKSEAM TAB AND PANEL CLIP ADAPTER INSTL
PMVN m am®m CROUP NUMEER; 02-030-02
,pY eeF
Rn—o- nevmoTwrz g P-D80572 02
ie.a� M:a.
®WARNING
00 NOi WALK ON RITERICR
RIDGE TRIM.
INTERIOR RIDGE TRIM
INSTALL BEFORE PUTTING
DOWN BLANKET INSULATION.
(SEE CHART FOR USAGE)
f0 10QR 4iAPLE ION
CENTERS
ITERS
`VAPOR 1/4' TO 1/2' --I BLANKET FOLD TABS
BARRIER INSULATION OVER
STEP 11 STEP 2 S1EP 3
w
SEALING JOINTS
RIDGE PURUN:
ALL JOINTS MUST BE STAPLED AS SHOWN TO
Z- PURLIN.
MAINTAIN VAPOR RETARDER INTEGRITY.
SECONDAR
OFFER LEG OF TRUSS
DETAIL 3
STRUCTURi
(Z-FURUN
OR SPANNING MEMBER
INTERIOR RIDGE TRIM
PART NUMBER
BUILDING TYPE
ROOF SLOPE
B 1/Z PURUN
10' PURUN
11 1/27 PURUN
Z-PURUN
1 4112 i0 <3 412
IRTiOC
IRT100
IRT10C
3 4,12 TO d 2 3 4:12
IRiTOC
IRTiOR
IRT1OB
> 2 3 4l12 10 <3 1 2.12
IRTIOC
IRTim
IRnCD
�- 3 1 �12 TO <- 4:12
RT10A
IRT10B
IRTiCB
BUILDING TYPE
ROW SLOPE
S' END SEAi
* INSULATION BRIDGE
TRUSS
1 L4.,I2 TO < 1 12
IRT1ClC
IRTDiOC
1 2.12 TO < 1:12
IR1100
IRTDiOC
1:12 TO 2:12
1 IRTIOD
I IRMIOO
BUILDING TYPE
ROOF SLOPE
B 1/2 PURUN
10' PURUN
11 1/2' PURUN
INSULATION
* BRIDGE
i 4112 TO <3 4112
IRTDIOC
IRTDICIC
IRTDiOC
3 4,12 TO 4-- 2 3 4:12
IRmIGC
IRTOiC6
IRMIGR
WITH 5'
BASE CUP
> 2 3 4112 TO < 3 1 2112
IRi UGC
IRTRIOU
IR7010D
>— 3 1 2112 TO <— 4:12
IRTDi0A
IRTDICB
IRTDiOB
* INTERIOR RIDGE TRIM (IRT010—) HAS A 2' DEEP PAN AND Y O.C. PUNCHING
RIDGE CONDITION
--- -- DET-AIL-2
EW FOR(E)Cm 10'-D' SECTION OF TRIM (1227)
(GPlI1T6)
USE12
t EW
(+) PER DEUBOIi
12'
/
IN57ALL TO AVOID PANEL CUP
ATTACHMENT HOLES
1
i
ENDING PANEL
I
I
I
I
I
I
I
1
1
I
I
I
1
1
I
I
I
I
I
I
VARIES
TYP. ALL LAPS
INTERIOR RIDGE TRIM INSTALLATION
Wff— ROTATE ENDING PANEL
DETAIL 1
a -a
TOP OF WALL PANEL
MAINTAIN ALL INSULATION JOINTS
FOR EASY ACCESS FROM LAST
IN57ALLED PANEL FOR STAPLING
JOINTS. (WITHIN 1-4- MAMMUM)
` LAP A SEGMENT OF INSULATION
OVER ROOF INSULATION BEFORE
INSTALLING ENDWALL OR GABLE
TRIM.
MR-24/GMR-24 BLANKET INSULATION
AND INTERIOR RIDGE TRIM INSTALLATION
MYN em ME cr BRuuP NINBCR: a2-uU-al
ACM RKH
E R Harz B I P-080573 102
PIN
MC.AL / AMR-24 PANEL
HOLE /
NOTE: BLANKETINSULAITON IS REQUIRED ON
ALL MR-24 ROOF SYSTEMS. SEE ORANTNG
P-OBM73 FOR INSULATION INSTALLATION.
EAVE STRUCTURAL
STEP 1 - LOCATE STRUCTURAL HOLE
c REFER TO ROOF PANEL LAYOUT DRAWING PROVIDED WITH
EACH ORDER FOR PANEL PLACEMENT,
n PANEL CUPS ARE NOT INSTALLED AT SAVE STRUCTURAL
A WARNING
ALWAYS USE FALL PROTECTION WHILE --- - - --
WORKING AROUND ROOF OPENINGS.
STEP 4 - NEXT PANEL
e 00 NOT LAY PANELS MO FAR AHEAD
OF THE SEAMING OPERATION.
'RIMP END OF
'ANEL AND TTMST IN
IMECTION OF SEAM
r I
1�
STEP 5 - CRIMP PANEL
o BEFORE STARTING SEAMING OPERATION
CRIMP THE START OF SEAM FOR EASE
OF ROOF RUNNER ENCACEMENT.
STEP 2 - INSTALL FASTENERS
°INSTALL APPROPRIATE FASTENERS BEFORE PANEL
CORRUGATIONS ARE LACK SEAMED
OERAILER (ssaIB4)
CORRUGATION AUGNMENT
UST BE WITHIN 1/27
FOR SATISFACTORY OPERA
NOTE:
FOR HIGH SIDE OF
SLOPE USE THE S \
THE STARTING PLATFORM
TO REMOVE ROOF RUNNER
IMPORTANT:
DO NOT USE r—CLAMP STYLE LOCI(ING
PLIERS WHEN SECURING THE STARTING
PLATFORM AT MR-24 CORRUGATION SEAM
LOCATIONS. ONLY CURVED JAW TYPE:
(9" MIN.). MAY BE USED.
0
o�
VERY IMPORTANT.-
4 1DIA. BEAU OF GUN GRADE
P/ANLAS110 (OM2)
NOTE'
TO HELP PREVENT WALL STAINING CAUSED BY ROOF RUN-OFF.
INSTALL EAVE EDGE OF ROOF TRIM OR GUTTER PARTS
IMMEDIATELY AFTER ROOF PANELS ARE INSTALLED.
STEP 3 - INSTALL SEALANT
O WORKER SHOULD WEAR SAFETY RESTRAINT
WHILE PLACING ROOF RUNNER ON
STARTING PLATFORM AND WHILE REMOVING
SAFETY RESTRAIN
BE SURE STARTING
PLATFORM IS SECURELY
CLAMPED BEFORE ROOF
RUNNER IS PLACED ON ITS
IMPORTANT:
QUICK RELEASE PINS MUST
ALWAYS BE IN PLACE BEFORE
ATTEMPTING TO PLACE ROOF
RUNNER ON STARTING PLATFORM
P
STEP 6 - SEAMING OPERATION
n BE SURE PANELS ARE PROPERLY NESTED TOGETHER
PRIOR TO SEAMING
n PANELS CAN BE TEMPORARILY HELD IN PLACE VATH
VICE GRIPS BEFORE SEAMING.
ON
NEVER ATTEMPT TO LIFT
THE ROOF RUNNER OVER
PLATFORM CROSS BAR
FROM ANY DIRECTIDN
I
qKrSTAr"NGi
M
I
I
I
I
I
IMPORTANT:
THE AREA BELOW WHERE A
STARTING PLATFORM IS BEING
USED MUST BE DESIGNATED
A WORK EXCLUSION ZONE.
O
O
MACHINE MUST BE
PARALLEL TO ROOF
WHEN ENGAGING SEAM
MR-24 PANEL INSTALLATION
�0 m °f G?wp Nmor. 01-03D-01
ACM
ro Q B I P-080575 02
BUILDING KEY
MR-24
PANEL
BLANKET
DRIFT P
STRUCTURlp
AL
NH
I-
O4
IN
13ARJIS UPSLOPE
SPANNING MEMBER S1DE
STEP 2 LOCATE HOLE IN STRUCTURAL
WITH DRIFT PIN
IMPORTANT NOTE: ALWAYS LOCATE PANE. CUPS ON THE
PSLOFE SIDE OF TRUSS OR DELTA JOIST,
THE BLANKET INSULATION, rINCLE SLOPEaMOUNT5CLIP ON ROOF USUS PPORT ANCLE.)
n o
V 4
9
n
INOIE
MR-24 CUP 56074�, 5B0744 OR 5$0745
MAY BE SUPPLIED WHEN FACTORY MUTUAL
CLASSIFICATION IS SPECIFIED.
SHORT PANEL CLIP (560440 OR *5607431 TALL PANEL CLIP (560441 OR *560744) EXTRA TALL PANEL CLIP (k560745)
(WITHOUT THERMAL SPACER BLOCK) (WITH THERMAL SPACER BLOCK) (WITH THERMAL SPACER BLOCK FOR B- TO 9- INSULATION)
MALE
MR-2
UPSL(
SIDE
STEP 1 LOCATE STRUCTURAL
FROM THE ADJACENT MR-24 PANEL
LOCATE THE STRUCTURAL UNDER
HOOK PANEL CLIP TABS TEMPORARILY SECURE THE
STEP 3 OVER PANEL AND ROTATE STEP 4 PANEL CLIP WITH A
CUP INTO POSITION DRIFT PIN
5" MINIMUM SCRUSOLT
EXTENSION 097T96 3 X T
ORSt SH AND TALL CUPS
3A" SOCKET
� (087222�T3/B" X 2'
FOR EXTRA TALL CLIP
A WARNING
ALWAYS USE FALL PROIECDON WHILE
WORKING AROUND ROOF OPENINGS.
IMPORTANT NOTE
1. ALWAYS MAKE SURE TABS ARE CENTERED IN THE MR-24 CUP
AFTER
THE CLIP IS INSTALLED
2. PANEL CLIPS MUST BE ATTACHED TO ALL ROOF SEDONDARY
9JPPORT MEMBERS INCLUDING ALL INTETRAIEDIATE MEMBERS,
STEP 5 INSTALL SCRUBOLT FASTENER
INSTALLATION OF RUBULT REWIRES A 3/9*
SOCKET AND A 5j�MINIMUM) EXTENSION,
MR-24 PANEL CLIP INSTALLATION
Ter I -- I BREUPIVMSEW 02-030-01
H Rus
A
.-H. .— a= B I P-080576 104
PANEL
STRAP
(5801D1)
IMPDRTANT:
COMPLETELY ASSEMBLE SPLICE
BEFORE SEAMING ADJACENT
PANELS.
(� P
PANEL END LAP SPLICE
• PUNCHED AND NOTCHED PANELS ARE FURNISHED WITH LENGTHS CALCULATED
FOR END LAP SPLICES TO OCCUR OVER SECONDARY STRUCTURALS.
• REFER TO ROOF PANEL LAYOUT DRAWINGS PROVIDED WTH EACH ORDER FOR
PROPER PLACEMENT OF STAGGERED END LAP SPICE LOCATIONS.
STEP 1 — SPLICE PLATE INSTALLATION
ATTACIA PANEL AT SAVE TO STRUCTURAL MEMBER.
FOR EASE OF INSTALLATION. SPLICE: PLATE (560100)
IMR-24 5' 1 DOWNSLOPE CANFLANGE1E PORANUTS ILYBEFAT CHEDD TO PANEL
PANWTH
DO NOT OVERTIGHTEN 4) FLANGE NUTS
FLANGE NUTS (097190) - �1UT5 OR YOU MAY TWIST - 09I190)
OFF THE PRO.F]CT1NG STUDS.
PANEL S:rcw- -
saim)
LOWETt MR-24
PANEL
PANEL SPLICE -
PLATE (560100)
SCRUBOLT -
BLANKET
INSULATION
PANEL STRAP (5BOIO1)
CLIP
HERMAL SPACER BLOCK
1RUSS
p� LI'--Z-PURUN
BLOC (OPnGNAAO
SPANNING MEMBER
I
SECTION A —A
3/8' DIA BEAD C
GRADE PANLASTK
UPPER MR-24 PANEL-\ �► (5
STEP 3 — PANEL
/ STRAP INSTALLATION
* POSITION UPPER PANEL INTO NOTCHED
AREA ON LOWER PANEL WHILE ENGAGING
STUDS IN PREPUNCHED HOLES.
• HAND HELD WRENCH IS RECqOMMENDED
TO TIGHTEN FLANGE NUTS (DO NOT
USE Powm TDOL4
• IF STUDS BREAK, INSTALL A NEW
SPLICE PLATE
APPLY GUN GRADE PM1LA511C TD BACK
SIDE OF SEAM BEFORE SUCCEEDING
PANELS ARE INSTALLED.
3 8. OIA BEAD OF GUN GRADE PANLASTIC (?53H2)
0 AP TAPE PANLASTIC AS SHOWN. DD LRIT
USE GUN GRADE PANLASTIC IN CENTER
FLAT AREA OF PANEL
�r
SEE DWG P-COC647 l
FOR MASTIC APPUCATIDN
L-LW MR-24 PANEL
OF6CORRUCATI TAPE PANLASTIC
HORIZONTAL SURFACE DO NOT IAPP STUDS
M TOP OF
CORRUGATION. WORK SEALANT INTO CORNERS AND AROUND STUDS, THEN
REMOVE PAPER BACKING. SEE DWG. P-OM7 FOR MASTIC APPUCARON_
STEP 2 — SEALANT APPLICATION
l
PRESS DOWN ON SEAM
---- — - CAN BE NETDPMPANELS
PLACE WITH VICE GRIPS.
PRESS DOWN ON THE SEAMING MACHINE
v (AS REQUIRED) TO KEEP IT FROM RAISING
UP AS IT GOES OVER THE PANEL 51RAP5.
STEP 4 — SEAMING OPERATION
INSPECT EACH END LAP SPLICE FOR PROPER FIT AND WEATHER TIGHTNESS.
IF REPAIR OF A STUD IS REQUIRED AFTER PANELS HAVE BEEN SEAMED,
DRILL STUD OUT VATH 5/16' DIA BIT, APPLY GUN GRADE PANLASTIC
BETWEEN PANEL AND PANEL STRAP THEN INSTALL GREEN WASHER LOCKRIVET
(095305) (00 NOT ANCHOR TO SECONDARY STRUCTURAL).
NOTE:
1, SEE DRAWING P-OS0005 FOR 12' VARIABLE
WIDTH PANEL INFORMATION
O (6) SCRUSOLT (097196)IMPORTANT
--
O ADDITIONAL TUBE PANLASTIC
(025392) REQUIRED AT THIS
LOCA114. EXTEND ACROSS
CLOSURE AND ONTO TAPE
MR-24 PANEL
SEAM BEFORE
INSTALUNG CLOSURE
COMPONENTS -%
®ALIGN CLOSURE AND F
PUNCH ROLE IN PANEL
O CLOSURE REINFORCING
STRAP (55D008)
RETAINER
(580158)
1/8' X 1' TAPE PANLASTIC
(027803) OONTINUOUS OVER PANEL
AND LOCI(MAM PLUGS (CENTER
OVER HOLES AND LOCKSEALI PLUGS
PANEL CLOSURE CLP2
INSTILL AFTER LOCKSEAMI
PLUGS AND TAPE PARLASTIC
HAVE BEEN INSTALLED.
FOAM F
SEALANT
(5B018S)
0027.8931}'C NTINUOUS OVER �iIANIEL ANO LOGCSEAM PLUGS
CENTER OVER HOLES AND
LOCKSEAM PLUGS)
PANEL
CLOSURE
(CLP2)
()4_08C6 E PLUG
• I STALL FULLY INTO
END OF CORRUGATION AND
Oj FILL WTH TUBE PANLASTIC (025392)
UNTIL IT FLOM OUT AT
OPPOSITE END AFTER CLOSURE
IS INSTALLED.
DETAIL 1
PANEL
CLOSURE
(CLP2)
�i
APPLY TX 1" TAPE
PIC OVER CAP AT LOC(RIVET RIDGE RIDGE COVER (R020)
RETAINER
REETAINER BUTT JOINT (BOTH SIDES)
11
RETAINER 1 K FLEX OUTSIDE SUPFACE j-- 2LIP
000155)
TUBE P1A5110
(025392
11W X 1' TAPE
n� p
�ANLASDC
ALWAYS FILL RIDGE CAVITY WITH [ICENTERR VFR SLOTS)
INSULATION (SCRAPS) TO PREVENT SL0R5 MUST BE AT
3 CONDENSATION FROM OCCURNG. UNDERSIDE OF LAP
DETAIL 3 DETAIL 4
SLOT GREEN WASHER LOCKRIVET
C (09530B) 3 PER SPLICE
PLACE ONE SIDE OF PoDGE COVER INTO j! RIDGE COVER ENDLAP
CENTER FOAM SEALANT ON RETAINER AND SECURE PATH LOCKPIVETS. I SPLICE (SEE DETAIL 4)
TOP OF PANEL CLOSURE AND NEXT FLEX OPPOSITE SIDE OF COVER
OVER RETAINER SLOTS DOWN INTO OPPOSITE RETAINER AND
SECURE WITH L=RTVETS (SEE DETAIL 3)
DETAIL 2 I
GREEN WASHER
(LOCKRIVET
2'-0' O.C. f IU
INSTALL RETAINER
CLOSURE WITH GREEN
WASHER
LOCKPoVET (098308) 1'-0'• O.C.
USED WHEN RIDGE IS INSTALLED BEFORE ENDWALL TRIM
FOAM SEALANT (5GOIffi
ODNTINUOUS IM ADHE.
DOWN ON TOP OF FANET
AN 6 RETAINER. 5EE DEL
•IW IMPORTANT
DO NOT INSTALL PANEL CLE
OR RETAINER ON END PANE
ENDWALL TRM HAS BEEN IN
AND SEAM. SEE RIDSi£_m'
INSTALLATION DWG. P-012,
USED WHEN RIDGE IS INSTALLED AFTER ENDWALL TRIM
PANEL CLOSURE AND RETAINER INSTALLATION
* 11_a -ah.
;RC20)
S601DG)
PLUG
MR-24 RIDGE INSTALLATION
amcovr aeaua Numat. 02-0212-01
PodC
B I P-080578 104
WALL
90E MEW END NEW
SE MEW 'A'
SE APPROPRIATE DRAVANC FOR
7>p OF WALL PANEL DONOTHON
WALL PANEL
DRAWING
WLT3M WCB044
BURFRIB u
TIE sm, IMU71
WCB072
W0057. WORM
SHADOWALL
WMOG% WM073
W O74
U
P-DO0495
hSMWAL
7HERMAWALLPEW
P-OBO!!SS
LOW ROOF PARALLEL TO UPPER WALL
P EL PANEL PANEL PANEL
WIDTH WIDTH YAW W1D1H
WALL WALL WALL VWJL
PANEL PANEL PANEL P/Ntl PAN
■ rr ■ SCR
■c-+- LaHEA � 3� 1D`MER R0�
11P CF PURLIN 1 ILTIOP OF PURIIN
STAGGERED DETAIL FIELD MITERED DETAIL
VIEW 'A"
FIELD MTOREO WALL PANELS •-
WALL
PANEL
WALL PANEL
ROW AWE
MITERED DETAL)
W1D1H
(SEE
$�
OVER 1/P.11
SHADOWALL
fir
STWWA1L
OVER L-12
42'
1HLRMAWALL
NFLI E AND FLUTED
At1 SLOPES
30'
�
ALL SLOPES
RAT
42
TEXTIAREW/ALL
ALL SLOPES
a WALL PANELS ARE succom WnH SAFES THAT APE
LESS THAN OENDIED IN CHART (SEE STAG ORm OETAL)
II�IIA rll"�.17(iTrli��1111�
� III,- -
AEW ENO VIEW
TRANSITION
v
1
'rap OF
BUIIINPRH
DvAR ANNUL
IB
8• y ^ Y
PARALLEL TRANSITION — SHORT
MT-24 NSILARON BROGE
GftT
L, m
�PtNEL
MOA II
DF PANEL .I CABLE ANGLE
.{NCAIP}
.
p FLASHNG
a S
TCP OF
PURLN INSULATION
BUTLERIB II
SEE APPROPRIATE DRAWING FOR
TOP OF WALL PANEL CONDITION
WALL PANEL
MAYANG
BUTIFAIS 11
wmFwmw
WCE11113% 1WE071
WC8072
WMOS7. WCBO58
SHADGWALL
NMOBB. WCB073
---
-WW974—
SMWALL II
P-DBD498
TIIERMAW REWAL
P-DBDB83
LOW ROOF PERPENDICULAR TO UPPER WALL
WALL SUPPORT AND E
QRT WALL PANEL
FIASFING
BUTIEFilB 1
n ROOF
PURRUN
BUTLERIB II
VIEW 'B"
a
1n
FEAT OF 1
ROOF PANE
y
VSR II
FIXED
VIEW "B'
BOTTOM A.
OF PANEL -
PARALLFI
.\ wa FUISNNG
M
TOP of N a + c i•
PURUN
TALL
MOVABLE CU
NO ABLE WP
PURLIN
MR-24
(UN —INSULATED PURLIN}
VSR II — EXPANDABLE
SO.ID WALL
TRANSITION
sFPORr
PANEL
B00F P 1 I PAR/LLIEL
LLLJJJ FLA911NC
1
TOP OF q z z
PURLIN [i a
TANO AE E QJP 11ANSITO
9
Lcw ANGLE (MAJ
MOVABLE OJP
VSR II — EXPANDABLE
GPM WALL
s
o
I�, J �
ItL
q
a
NOTE OF HIDE A�
AMES
z12 SGREA
AND R AOCUSSTOM
��/
IRUSMGN SUPPORT ANCLE
TOP OF
PURLIN "
CMR-24 (3/4) OR
TOP IF
FURUN
MAY BE MWIrEIL
PANEL TALLERLEG
�AIfO�VE HE
PARALIEL FLASHING.
MR-24(INSULATED PURLIN)
CMR-24 (1 3/4")
ACH
ITiRaJ'THE TRANNIN SLITFRT
PANEL IN ORDER TD ALLOW
FOR ROOF PANEL AND FUSHND
THERMAL MOVEKNi_
UPPER WALL I
1RANsnON FLA
W-24
�� AND .� ._ ` INSU AMON fl00F PANEL J
�'AR JOBi SIMILAR <�• 7rPURLN BRIDGE A® NSU ATION
LIN-a N — - -}A -- ?� (TRUSS-AND---BLANNIEETD---- - INSUL _or102
D-
.. _ BAR JOIST SMEAR) NSUATIRN as s .5
z .:'.: Y:):2 i
a ti �r ' ON ��• :'i'U'�'
TOP OF
I p N
PURLIN i[PLNER
IF FAC7:O ■�•� FLASHNG 9LA� _T FLASHING ..
BLANdT
Nsunw (TTFEt) INSULATION (nF2t)
MR-24/CMR-24 WITH OPEN WALL ` (B(1URLCIN Z-PuuN M�O NS z-PURUN
ANDVIEW "B' 8AR JDSi SIMILAR} PAR MST SIMILAR) WAND ALL PANEL
MR-24/CMR-24 WITH SOLID WALL MR-24 (MTH OPEN WALL MR-24 WITH METAL WALL BELOW
VIEW "S' INSULATED BRIDGE INSULATED BRIDGE
VIEW "B" VIEW "B'
SEE DRAWING P-081588 FOR SEE CRAWING P-OBI56B FOR
PE RPENDIDJUR TRANSITION INFORMATION PERPEHDICLLAR TRANSITION NFORMATION
%n \ 1 ?-%
n '
RAT OF
ROOF PANEL
TOP OF PURLIN TA
LOW MOVABLE CLIP - 171V
TAIL MWVAHLE CUP - 13/e ,
EXPANDABLE
VIEW B
UPPER WALL
TRANSITION FLAB
MR-24 CMR-Z4
CONDIE
I .
MR-24 UN -INSULATED PURLIN
12 1 4
121 4
MR-24 INSULATm PLRLN
131
13 1
[Mt-24 1 3 4 THK.
14 1
IA 1
INSULATION BRIDGE
18 3 4"
IN
NOTE:
ALL SLOPES Li IEIR THAN 102 ARE FOR REF FIE NCE ONLY,
ALL WALLS PANEL CALCULATOR
ROOF TO WALL TRANSTION
r aEnEn1W DRWPNUMBER DO-DOO-DO
RAC
o aea2 7 C I P-080818 1�
L I- PANLA:nC (042717)
THIS )DACE
ICHED. CUT FLUSH -
1 X 77I] TAPE PANLAS7IC
OM
(FACTORY CUT TO LENGTH)
ML-24 PANEL
MR-14 LOWER SPLICE PANEL
STEP 1
APPLY TAPE PANLASTIC OVER SPLICE PILATE SIUDSj 0EMNG TAPE DIRECTLY
OVER THE STUDS. SQL REMOVE PARTING II++APa UNTIL TAPE IS IN
PLACE ON THE PANEL (IF PAPER 15 REMOVm PRIOR TO TAPE INSTALLATION
TAPE WILL STRETCH TO IMPROPER LENGTH). MPALE THE TAPE PANLASTIC ON
TO THE SKIDS AND WORK THE PANLASTIC IN7D 7HE CORNERS AND ARaNO THE SKIDS.
I M P 0 R T A N T_ START AND STOP TAPE PANLASTIC AT TOP OF CORRUGATION.
1/8 X I- TAPE PANLASTIC
REMOVE
PARTING PAPER —�
OF
gCIA, BEAD OF
NGRADE PANLASTIC 025392
(OVERLAPPING TAPE FAHLAWQ
MR-24 LOWER SPLICE PANEL
-
I DIRECIIDN
STEP 2 STEP 3
AFTER TAPE PANLASIIC 15 PROPERLY IN PLACE APPLY CUNCRADE PANLASTIC OVENLAPPINC TAPE PANLASTIC,
PEEL BACK PARTING PAPER TAKING CARE NOT AS SHOWN. D D N 0 T APPLY IN CENTER FLAT OF PANEL.
TO OSLOM MA5TICj AND DISCARD.
WHEN THE PANLASTIC AND FLANGE NUTS ME
INSTALLED CD'SRECTLY. THE MAS710 ULL
FLOW TO, MR-24 UPPER SPLICE PANEL dp EPIOD OF TIME MI�NIONC PANEL
VOIDS.
(AFTER A
(025392)
MR-24 LOWER SPLICE PANEL
STEP 4
AFTER UPPER 5PLCE PANEL 15 INSTALLED APPLY 3/0' DIA
BEAD OF GJNGRADE PANLASTIC TO M BACK SIDE OF NOTCH
AS SHOWN, BEFORE NSTALIING THE NEXT ROOF PANEL.
STEP 5
FINAL INSPECTION: MASTIC THAT 15 PROPERLY IN57A LED WILL FLOW TOWARD 1HE PANEL END
MINNIANG MY VOD BETWEEN THE PANELS
MR-24/CMR-24 MASTIC APPLICATION
AT PANEL SPLICE
�tw m atomm GROUP NIINRR 02-030-01
MAI RMC
". ,e �. n,. n..
i /Imm
,. B P-080847 00
n,. a,.
VSR it ERECTION DRAWING INDEX
COND,
DRAWING TITLE
DWG. NO.
COND.
DRAWING TITLE
M. NO.
COND.
DRAWING TITLE
DWG, NO.
VSR II ROOF SYSTEM INSiALIAiION MANUAL FORM NO. 4822
P-004822
NLLn
3 ��
w F $
���
r
57EPPE13 ROOF TRANSITION - END COVER INSTALLATION
13-080986
�o
oZm
�7$
RAKE TRIM INSTALLATION
P-080983
WIDESPAN STRUCTURALS FOR USE IN ALL WALL PANEL CALL.
P-080819
STEPPED ROOF TRANSITION - FLASHUIC UNSTALLAIION
P-051019
EWTAIM REINFORCING CUP (FOR HIGH WIND LOAD APPLICATIGN)
P-081835
ERECTION DRAWING INDEX
GENERAL GUIDELINES
P-Gao95e
P-080857
ROOF -WALL CANOPY FLSHC, DETS. BUTLEF49 II/SHADOWALI /SEWN
p-081369
BIRD STOP INSTALL -RAKE TRIM
P-704342
ROOF - WALL CANOPY FLASHING DETAILS THFRMAWALL/TEXTUREWA
P-0B1Vo
n
�
VALLEY FLASHING INSTALLATION
P-080887
ROOF PANEL AND CLIP.INSTALLATION
P-080858
VALLEY FLASHING UPPER AND LOWER END DETAILS
P-OU75
g=-
aU
i
$
IN -LINE PANEL ENDLAP INSTALLATION
P-0808 S9
�
ROLF/FA9CIA - PREPARATION AND INSTALLATION
P-080888
VALLEY CUTTER INSTALLATION
P-080M
SEAMING PROCEDURES AND CONDITION
P-03086E
FASCIA -INSIDE CORNER INSTALLATION - VALLEY FLASHING
P-MORS9
INTERIOR GUTTER INSTALLATION AT PARAPET WALL
p-0B10
METAL OEOC INSTALLATION FOR U.L-90
P-OW937
FASCIA -OUTSIDE CORNER INSTALLATION - LOW PROFILE RIDGE
P-OM70
�
19
�
PIPE FLASHING INSTALLATION
P-10744E
U.L-90 VSR II ROOF ON METAL DEO<
P-OBD939
FASCIA-OUTSIOE CORNER INSTALLATION - VENTED RIDGE
P-080976
DURACURB INSiALLA710N PROCEDURES -ROOF PANEL PREPARATION
P-081155
STAGGERED PANEL ENDLAP INSTALLATION
P-680984
FASCIA- OUTSIDE CORNER INSTALLATION - ET(PANSION RIDGE
P-080977
DURACURE INSTALLATION PROCEDURES-DIVERIER PLATE AND CURB
P-081158
m
�
a
ILL-00 CONSTRUCTION NO. 180 ON Z-PURUNS
P-081009
OURACURE INSTALLATION PROCEDURES-S'EOAL CONDITIONS
P-681158
ROOF PANEL CALCULATOR AND 10
P-0611085
LOW PROFILE RIDGE COVER INSTALLATION
P-oBaB62
DOWNSPOUT INSTALLATION AND DETAILS
P-080091
o
PANEL CUP AND SHIM LAYOUT
P-DO1349
LOW PROFILE RIDGE TO WALL TRANSITION INSTALLATION
P-080863
WIDE GUTTER, CORNER TRIM AND COLLECTOR ®DX INSTALL
P-051249
GABLE ANGLE INSTALLATION
P-CAI
LOW PRO-iLE RIDGE END CAP INSTALLATION
P-080864
DOWNSPOUT INSTALLATION
P-105224
vla
OUTSIDE CORNER HIP/GUTTER INSTALLATION
P-DE0871
DOWNSPOUT DETAILS
P-105225
WIDE GUTTER ASSEMBLY AND COMPONENTS
P-OEDDB2
HIP/RIDGE 1RANSITION-LOW PROFILE RIDGE
P-OBOB72
DOWNSPOUT DETAILS
P-105Y28
EDP✓, HIGH AND BARE EAVE TRIM INSTALLATIONS
P-060861
LOW PROFILE HIP COVER INSTALLATION
P-080952
�is
EAVE WALL CLOSURE INSTALLATICN
P-OW087
PANEL. CLOSURE/CORRUGATION PLUC INSTALLATION
P-080965
STD./WIDE EXTERIOR GUTTER INSTALLATION
P-081010
VENTED RIDGE COVER INSTALLATION
P-080988
°n
o
a.
1
NARROW GUTTER CORNER CAP IN57ALLATON
P-DO1238
EXPANSION RIDGE COVER INSTALLATION
P-080967
WALL PANEL CALCULATOR - ROOF TO WALL TRANSITION
P-OBDBTB
VENTED RIDGE TO WALL 1RANSIRON INSTALLATION
P-OB0969
FIXED WALL TO ROOF TRANSITION INSTALLATION
P-080365
EXPAWSON RIDGE TD WALL TRANS111ON INSTALLATION
P-060970
o
AXED PERP. ROOF TO WALL TRANSITION -END COVER INSTALL.
P-G90866
VENTED RIDGE END CAP INSTALLATION
P-ON971
{B
wZ
0
-,�F
gM
��
PARALLEL ROOF TO WALL TRANSTION
p-080868
EXPANSION RIDGE END CAP INSTALLATION
17-01111972
EXPANDABLE PERP. ROOF TC WALL TRANSITION INSTALLATION
P-080973
OUTSIDE CORNER HIP/GUTTER INSTALLATION -VENTED RIDGE
P-OODS73
EXPANDABLE PERP. ROOF TO WALL TRANS. END COVER INSTALL
P-08011 4
OUTSIDE CORNER HIP/GUTTER INSTALLATION -EXPANSION RIDGE
P-080970 -
STEPPED ROOF TRANSITION - SUPPORT ANGLE INSTALLATION
P-O809B4•
HIP/RIDGE 1RANSITON-VENTED RIDGE
P-080980
ROCF TO WALL AND STEPPED ROOF TRANSITION
P-O809B5
HIP/RIDGE TRANSITION -EXPANSION RIDGE
P-OBD9B1
HIP CLOSURE/CORRUC. PLUG AND PANEL INSTALLATION AT HIP
P-080982
VENTED HIP COVER INSTALLATION
P-081012
EXPANSION HIP COVER INSTALLATION
P-081013
VSR II ROOF
1 GENERAL COND.
S RIDGE/ HIP
2 EAVE CONDITIONS
6 ENDWALL CONE.
PARALLEL PERPENDIOJLAR
1 3 ROOF TO WALL/
STEPPED ROOF TRANS.
7 VALLEY/INT, GUTTER
CONDITIONS
i
I
4 FASCIA
8 ACCESSORIES
GENERAL ROOF PLAN
9 DOWNSPOUT
3
7
vC4
VSR II ERECTION
ROOF RApW DRAWING INDEX II
RRM
il ly-MIi • E
A WARNING
YOU MAY FALL FROM ROOF AND
BE KILLED OR SERIOUSLY INJURED.
ANY PANELS CAN COLLAPSE. DO NOT NOT STEP:
• ON PANELS WITH GiFJKSED EDGES.
■ ON OR NEAR EDGE OF PANEL
f WITHIN 5 FEET OF PANEL END.
PANELS ARE SLIPPERY DUE
TO OIL OR MOISTURE.
USE FALL PROTECTION.
LOOSE PANELS MAY SLIDI
OUT FROM UNDER YOU.
DO NOT STEP ON LOOSE PANELS OR
(( STACKS OF PANELS,
ALWAYS USE FALL PROTECTION WHEN INSTALLING PANELS.
GET AND READ "ROOFING WORK SAFETY IN5IRUCIION5"
FROM SUPERVISOR.
S A F E T Y P R E C A U T 1 0 N S
FASTENER NOTES
RECOMMENDED TOOL TYPE — USE AN ADJUSTABLE CLUTCH SCREW
GUN TO PREVENT OVERDRIVING AND STRIP OUT.
D 0 N 0 T USE IMPACT TOOLS,
SEATING THE WASHER — APPLY SUFFICIENT TORQUE TO SEAT
THE WASHER. D 0 N 0 T OVERDRIVE THE FASTENER
CORRECT
(SEALING MATERIAL
SLIGHTLY VISIBLE
AT EDGE OF METAL
WASHER. ASSEMBLY
IS WATERTIGHT.
TOO LOOSE
SEALING MATERIAL
S N07 VISIBLE —
NOT ENOUGH COM—
PRESSION TO SEAL
PROPERLY.)
TOO TIGHT
(METAL WASHER DE—
FORMED. SEALING
MATERIAL PRESSED
WASHER EDGE.)
WHEN UNLOADING CRATES OF PANES UPON ARPoWU OF SHIPMENT OR
HANDLINC TO PRELOAD PANELS TO ROOF STRUCTURAL IS IMPORTANT
BREAK THE PANEL CCRAPTREO,PSELVERELY DAMAAGING PANELS BECK USE. MAY
WHEN USING A CRANE AND WIRE ROPE SUNG, EXAMINE THE WDDD
CRATING TO MAKE SURE THE WOOD PREVENTS THE SLINGS FROM
DAMAGING THE PANELS. NYLON SLINGS ARE NECESSARY WHEN
HANDLING CRATES THAT HAVE BEEN OPENED OR NO LONGER HAVE THE
WOOD CRATING FOR PROTECTION. THE DISTANCES BETWEEN THE SLINGS
SHOULD BE LOCATED TO ALLOW THE BUNDLE TO ARCH SLIGHTLY AS THE
LIFT IS MADE, THE USE OF SPREADER BAR IS PREFERRED.
M PANELS SHOULD BE HANDLED WITH SUPPORT
AT EACH END AND IN THE MIDDLE SO THAT
THERE IS NO RISC OF PANEL DAMAGE TO
THE RIBS.
H A N D L I N G P A N E L S
WHEN RECEIVING SHIPMENT CHECK THE MATERIALS RECEIVED AGAINST
SHIPPING UST THAT ACCOMPANIES SHIPMENT, DAMAGES MUST BE NOTED
ON "SIGNED COPIES" AND RETURNED TO DRIVER,
Y WARNING-- - -
YOU MAY FALL FROM ROOF AND BE KILLED OR SERIOUSLY INJJRED.
—ANY PANEL CAN COLLAPSE
Do not step M panels W/Creased edges.
Do not step On or NEAR edge of and.
Do not step wdhin 5' of pond en�
—PANELS CAN BE SLIPPERY DUE TO OIL OR MOISTURE.
Use fall protection.
—LOOSE PANELS MAY SUOE OUT FROM UNDER YOU.
Do not step on loose ponds or stacks of panels.
ALWAYS USE FALL PROTECTION AND WALKDOARDS WHEN INSTALLING PANELS.
GET AND READ "ROOFING SAFETY INSTRUCTIONS" FROM SUPERVISOR
FASTENER NOTES (CONTINUED)
M TO PREVENT SELF —DRILLING SCREWS FROM WOBBLING USE
CORRECT PHILUPS HEAD (FIXED ROOF CUP FASTENER]
AND MAKE SURE HEX HEAD FASTENERS ARE COMPLEXLY
ENGAGED IN SOCKET.
I11S IMPORTANT TO PUSH ONLY HARD ENOUGH ON THE
SCREW GUN TO ENGAGE CLUTCH. THIS PREVENTS EXCESS
FRICTION AND BURN OUT OF THE DRILL POINT. CORRECT
PRESSURE WILL ALLOW SCREW TO DRILL AND TAP WITHOUT
PROBLEMS
F A S T E N E R I N S T A L L A T 1 0 N
t
OFF THE COVERED9 ' 1
GROUND PROTECTION
IT IS IMPORTANT TO UNPACK, UNSTACK, AND DRY ANY PACKAGED
OR NESTED MATERIALS THAT BECOME WET IN TRANSIT. PREMATURE
CORROSION OR WATER STAIN CAN BE CAUSED BY MOISTURE TRAPPED
ON THE SURFACE OF THE PANELS.
M REASONABLE PRECAUTIONS HAVE BEEN USED IN FABRICATING AND
BUNDLING PANELS THE FOLLOWING SUGGESTIONS ARE OFFERED AS
PREVENTATIVE MEASURES
1. INSPECT ALL BUNDLES ON ARRIVAL
2 STORE BUNDLES SO AS TO ALLOW FOR DRAINAGE,
I PROVIDE FOR VENTILATION OF BUNDLES IF CONDITION AT
57CRAGE SITE ARE SUCH THAT CONDENSATION MAY FORM
WITHIN BUNDLES.
k PROVIDE ADDITIONAL COVERAGE OF THE BUNDLES WHERE
REQUIRED TO ACCOMMODATE CLIMATIC CONDITIONS
5. INSTALL MATERIALS AS QUICKLY AS POMIBL6 AVOID
PROLONGED STORAGE
STORAGE
G E N E R A L N 0 T E S
THE BEST BUILDING IN THE WORLD IS ONLY AS GOOD AS THE COVERING AND TRIM MAKES
IT APPEAR, THE BEST COVERING AND TRIM CAN BE RUINED BY FAULTY INSTALLATION AND
CRAFTSMANSHIP. THE EXTRA TIME YOU SPEND PROPERLY INSTALLING THE PANEUNG AND TRIM
MAY INCREASE THE LIFE OF THE PRODUCT.
HAS NECESSARY TO REMOVE PROTECTIVE PLASTIC FILM FROM PANELS AND TRIM PARTS
PRIOR TO INSTALLATION.
ITS IMPORTANT TO CHECK THE FIRST RUN OF PANELS FOR PROPER STARTING LOCATION AND
FOR SOUARENESS,IF YOU START SQUARE YOU HAVE A CHANCE TO FINISH SQUARE.
Ir5 NECE55ARY TO CHECK THE SPACING OF PANELS EITHER BY MARKING THE FRAMEWORK OR
PULLING A TAPE MEASURE PERIODICALLY.
IrS IMPORTANT TO USE THE PROPER PART IN THE PROPER PLACE PANELS
OFTEN ARE NEARLY THE SAME LENGTH AND TRIM PIECES OFTEN LOOK SOMEWHAT AUKS.
CHECK THE ERECTION DRAWINGS AND PART NUMBERS TO BE CERTAIN YOU ARE USING
THE PART IN THE PROPER PLACE,
M OD NOT EXPECT METAL TRIM TO CORRECT ERRORS IN CON57RUCTIDN SUCH AS CROOKED
CONCRETE OR MASONRY WALLS.
TRIM MUST BE PROPERLY STCREO i& HANDLED AT THE JOB STE TO PREVENT DAMAGE
FILE AND REMOVE ANY BURRS AND APPLY TOUCH UP PAINT TO ALL FIELD CUT EDGES.
PANELS CAN BE DAMAGED BY EXCESSIVE TRAFFIC DURING ERECTION.
WALK BOARDS SHOULD BE USED TO AVOID PANEL DAMAGE. PLACE THE
BOARDS BETWEEN VERTICAL RIBS AND ACROSS SEVERAL. PURUN
SPACES.
FIELD VARIATION
4TAKE INTO ACCOUNT T--------
0 INSURE PANEL
i MODULARITY)
I
3 TO 4 PANEL i
INCREMENTS I STARTING PANEL I ROOF PANEL
OR FLASHING MODULE oR Fus
RIDGE OR RING
HIGH SIDE
CRITICAL, MAKE SURE
THIS PANEL OR FLASHING
IS SOUARE KITH AN
—f- 1—f 1-1—f-T1�_r ESTABLISHED STRAIGHT
LINE AT THE EAVE OR
SIDEWALL OF THE
BUILDING.
PANELING DIRECTION REFERENCE POINTS
sD•
00
l-._ _J u__L_Ll_
BLDG. EAVE (ROOF PLAN VIEW) VARIES
STARTING LAYOUT AND SQUARING
IT IS IMPORTANT TD CONDOM OVERALL. BUILDING DIMENSONS AND ACTUAL VARIATIONS
TO ESTABLISH THE STARTING PANEL MODULE UNE. AULATE STARTING AND
ENDING PANEL MODULE DIMENSIONS AS WELL AS RIDC IP AND SIDEWALL OVERHANG
PANEL DIMENSIONS BEFOREINSTALUNG THE FIRST VOLPttttMAKE SURE STARTING
ENDWALL PANEL OR FLASHING 15 AT A RIGHT ANGLE TO THE SIDEWALL (EAVE OF BLDG.).
ONCE STARTING MODULE UNES ARE ESTABLISHED, ADDITIONAL REFERENCE POINTS EVERY
3 TO 4 PANELS ON BOTH ENDS ARE REWIRED TO MAINTAIN PANEL MODULE
ROOF CLIP
1-$
MALE HEM
OF ROCF
PANEL
I I • �_
I I
ENGAGE ROOF CUP TO MICE HEM
AND ROTATE INTO POSITION AS SHOWN
FASTENERS (TWO PER CLI
NOTE: FASTENER VARIES am TYPE OF ROOF
CLIP AND TYPE OF SUBSTRATE USED.
CRITICAL' ROOF CUP MUST BE TIGHT
AGAINST ROOF PANEL MALE HEM BEFORE
INSTALLING FASTENERS. USE CLAMP
AS SHOWN.
up —A
---------------------------------1
ROOF CUP (VARIES WITH THICKNESS OF I
INSULATION AND THERMAL BLOCK) I
13'16' DIA. BEADARDOF PANEL
PANLASDC (550564) FLASHING
1�4 X 1 1//4' HEX WITHIN 1. 0 PANEL END
HD. SOS �b97MNPNTD)
AT EW 1H RMAI BLOCK I rEAVE ATTACHMENT
^\ NLY i I � BAR L UNE
a(SEE
NEXT INSTALLED
THERMAL BLOCK
i-J
PREVIOUSLY
INSTALLED
THERMAL BLOCK
FOR ROOF WITH THERMAL BLOCKS ONLY
I
L------------------------------ — ----- ----
0 WARNING
YOU MAY FALL FROM ROOF AND BE KILLED OR SERIOUSLY INJJRED.
-ANY PANEL CAN COLLAPSE.
DO N07 STEP ON PANELS W/CREASED EDGES.
DO NOT STEP ON OR NEAR EDGE OF PANEL
DO NOT STEP VATHIN W OF PANEL END.
-PANELS CAN BE SLIPPERY DUE TO OIL OR MOISTURE.
USE FALL PROTECTION.
-LOOSE PANELS MAY SLIDE OUT FROM UNDER YOU.
DO NOT STEP ON LOOSE PANELS OR STACKS OF PANELS,
ALWAYS USE FALL PROTECTION AND WAL SOARDS WHEN INSTALLING PANELS.
GET AND READ 'RODFING SAFETY INSTRUCTIONS FROM SUPERVISOR.
NEXT INSTALLED PANEL
PANELING DIRECTION
ROOF PANEL
OR FLASHING
F
RE ROOF PANEL OR FLASHING
ROOF CUPS BEFORE
ALLING NEXT PANEL
NEXT PANEL PLACEMENT
3/iB DIA. BEAD PANUCSTIC
(560564) WITHIN 1- OF PANEL END -�
I o�+•
I � G
d LAW EAVE
I
I
CRITICAL MASTIC APPLICATION AND EAVE ATTACHMENT
I
ALWAYS APPLY THE CORRECT SEALANT APPLICATION AT THE LOW EAVE, HIGH EAVE
I OR RIDGEMIP AS SHOWN, BEFORE INSTAWNG SUCCEEDING PANELS.
J
EAVE FASTENER CHART
PART NO.
DESCRIPTION
STRUCTURE
097357
1 1 4 X 7 R3- HEX HD. 505 W INL PT.
K.035r THK.
097230
1 4 X 1 1 4 HEX HD. SDS W STD. PG
> .035 THK.
HIGH EAVE OR
PoDGE/HIP
DOLOR SUFFIX REGUIRED TO MATCH ROOF COLOR.
CRITICAL• CLAMP PANEL SEMI
TO ASSURE PANEL MODULARITY.
DE CAREFUL NOT TO DAMAGE
PAINTED PANELS.
Q REFERENCE
i POINTS
CLIP SPACING AND MAINTAINING PANEL MODULARITY
TO INSTALL THE NEXT PANEL ENGAGE THE FEMALE MAKE SURE PANEL MODULE FALLS ON MARKED REFERENCE POINTS,
ROOF PANEL
I I (MALE HEM)
HEM TD THE ADJACENT MALE HEM AND ROTATE MAKE CERTAIN THAT PREVIOUS SEAM IS TICHT AND ADJACENT ROOF
INTO PLACE. CUPS ARE TIGTENERS HT AGAINST MAS ALE BEFORE SECURING WITH
ROOF CUP
V T FROMBTHE EAVE ATTACHMENT FASTTEUNERSE LOCATID WITHIN
PANEL CLIP INSTALLATION
DRIVE
ROLLER
!I �
NOTE:
ASaUNTIL PANELROTATE MNO�EOUGH STEP 1
TO MATCH THE FINISHED H
PANEL JOINT PRODUCED BY AND SEAMING CONDITIONS
THE SEAMING MACHINE
HAND SEAM THE ENDS OF PANE_ CORRUGATION
TO PREVENT MASTIC FROM COMING INTO, CONTACT
WITH SEAMING ROLLS IF MASTIC DOES MAKE
CONTACT, CLEAN SEAMING ROLLS IMMEDIATELY,
LIFTING
NOTE:
WHEN POSITIONING THE
SEAMER ON THE BEGINNING
EDGE OF PANEL. A MINIMUM
OF 2 ROLLERS MUST BE
LOCATED ON THE PANEL
OF PANEL ENGAGE ROLLERS BY
PUSHING ALL LEVERS
FORMING ROLLER ALL THE WAY DOWN
— AFTER HAND SEAMING
J 6' OF STARLING END
OF PANEL SEAM
PRIOR TO TURNING
ON POWER SNITCH
STEP 2
ENGAGE SEAMER AT PANEL CORRUGATION
(VIEW LOOKING UP SLOPE)
VSR II SEAMING
4'
�p
�+ty
CLEARANCE TO
COMPLETE SEAM
8' MIN,
HAND
SEAM
1,-5 3/8'
(END OF PANEL)
PARAPET GUTTER
1'-6'
(END OF PANEL)
I EXISTING
6" MIN. WALL
SEAM
INTERIOR
GUTTERZia
I
SEAMING 01RECTION
VSR u
PANEL
PARAPET
GUTTER
PERPENDICULAR CLEARANCE
WITH WALL IN PLACE BEFORE PANEL INSTALLATION
Fla PANEL CORRUGATION FM
C:,
MALE SIDE MALE SIDE EXIWALL
RRSTING
(STING WALL �
OFCOUGATION a
(VIEW LOOKING UP SLOPE)
t OF CORRUGATION i OF CORRUGATION
MINUMUM S" I e" I MINUMUM
cLEnenncE CLEARANCE RESTRIC110NS FOR VSR II SEAMER CLEARANCE
(VIEW LOOKING UP SLOPE) __
I M P O R T A N T N 0 T E
In IMPORTANT TO FOLLOW DIRECTLY BEHIND
THEINSTALLATiON OF ROOF PANELS NWTH THE
SEAMING OPERATON TO MINIMIZE ANY LOOSE
PANELS ALL PANELING SHOULD BE COMPLETELY
SEAMED AT THE ENO OF EACH WOWING PERIOD.
s ® WARNING
�h YOU MAY FALL FROM ROOF AND BE KILLED OR SERIOUSLY IN.LIHED
-ANY PANEL CAN COLLAPSE.
g _ 00 NOi STEP ON PANELS W/CRFASED EDGES.
f DO NOi S1EP ON OR NEAR EDGE OF PANEL
DO NOT STEP WTHIN 5' OF PANEL END.
-PANELS CAN BE SLIPPERY DUE TO OIL OR MOISTURE
jl USE FALL PROTECTION,
-LOOSE PANELS MAY SLIDE OUT FROM UNDER YOU.
00 NOT STEP ON LOOSE PANELS OR STACKS OF PANELS
CAU110N1 ALWAYS USE FALL PROTECTION AND WALI®UU OARDS MEN INSTANG PANELS
DO NOT RUN SEAMER ONTO ANY PREVIOUSLY SEAMED AREA. GET AND READ 'ROOFING SAFETY INSTRUCTIONS" FROM SUPERVISOR.
NEVER RUN THE SEAMER TO WITHIN B" OF THE
END OF A PANEL OR PREVIOUSLY SEAMED AREA,
ALWAYS FINISH WITH HAND SEAMER
S E A M I N G D I R E C T 1 0 N
4V W
BUILDING KEY
PANLAS11C
Z-SUPPORT
GABLE ANGL
GABLE
TRIM .
(SHOWN) -
W'U
kL
FIELD NOTCH JOINT AREA
ACCOMMODATE CORNER I
1/6 X 1" TAPE PANLASTIC (027893)
APPLY CONTINUOUS AS SHW1N TRIM DRIP
1/6 X 1' TAPE
V.L aa PANLASTIC (027693)
'A X 1 1/4" HEX ND.
1/4 X 1 1/4' HEX HD. STD. PT. SIDS (097230)
STD. PT. SO. SCREW 4' D.C. TYP. (COLOR
,COLOR �(007230)
REO'D) HIGH SIDE SUFFIX REO'D}
•� EAVE TRIM
1 (ETA12A)'
5
OR 12'-B" LONG
PANEL STRAP (8) 1/4
(ARPPSO6) ' F I $ib. PL SDS (097230) 12. DOWN SLOPE PANEL
(TYP.) (COLOR SUFFIX (� STRAP FABLE TRIM (5HDWN)
REQUIRED) (ARPPSOB)
All �_ . dNT AT `GABLEP ANRGIE
A@ LOW EAVE TRIM INSTALLATION
1. APPLY PANLASTIC TO TOP SURFACE OF EAVE TRIM.
2. SET EAVE TRIM INTO PLACE AND SECURE MATH SELF -DRILLING
SCREWS AS REQUIRED THRU REINFOZCING ANGLE.
PANEL MAP
APPLY A 5//16" DIA. BEAD OF SEALANT
(0166888)BETN�J INSIDE CORNER
TTRRIM A CABLE TRIM AND EAVE TRIM-
(12 1/4 X 1 1/4'
HEX HD. 510. PT.
SDS (097230) (TYP)
(COLOR SUFFIX PEQ .)
151p LOW SIDE EAVE l
TRIM �YfTM
Yf BPL 12)
R
�FASIENER5 VARIES (MIN, 1'-Or O.C.) FA MU
EIUND RIVET
D97360
(SEE NW&
1/8 X 1" TAPE
PANLASIIC (027893)
o� ���
' 0' O,C TYP.
Al �` CORNER TRIM ASSEMBLY CORNER TRIM ASSEMBLY f
(63DU FIELD INSTALL (8/J0043) FIELD INSTALL
1/84' DIA HOLES FIVETS OR 4 B4 CA HOLES FOR
I4 U FASTENERS
(A1 � DF {MINEi2' O.C.)
OOF
,A
1AIM
�Av0!%0?4f0QaFuPwA1L'_
7O6o)
5E21
0 0 (SE NOTE)22 BLIND RAND SEAL NOTE) AND SBLIND RIVETS AL
H�)
Ely
pND pQIOE FACE
TH (H066CH6)SEALANT
MIH (D 66UN
I LO ASR Q Dr FIELD AS REQ .
O O
A��
g WARNING
ACECOM"MODATE JOINT AREA
E TE TR M
YOU MAY FALL FROM ROOF AND BE KILLED OR SERIOUSLY INJURED,
HIGH EAVE TRIM INSTALLATION
-ANY PANEL CAN COLLAPSE.
00 NOT STEP ON PANELS W/CREASED EDGE&
DO NUT STEP ON OR NEAR EDGE OF PANEL
1. APPLY PANLASTIC TO TOP SURFACE OF EAVE TRIM.
DO NOT STEP WITHIN 5' OF PANEL END.
-PANELS CAN BE SLIPPERY DUE TO OIL OR MOISTURE,
USE FALL PROTECTION.
2. SET EAVE TRIM INTO PLACE AND SECURE VBTH
SELF -DRILLING SCREWS AS REQUIRED THRU
-LOOSE PANELS MAY SLIDE OUT FROM CINDER YOU.
DO NOT STEP ON LOOSE PANELS OR STACKS OF PANELS.
1/B X 1' TAPE
PANLASTIC (027843)
REINFORCING ANGLE.
ALWAYS USE FALL PROTECTION AND WALKBOARDS WHEN INSTALLING PANELS
GET AND READ 'ROOFING SAFETY INSTRUCTIONS" FROM SUPERVISOR.
PANEL STRAP
(ARPPS06)
1 4 X I Ile HEX D.
a
CONTINUOUS
PT. IS (097230)
SUFFIX
STRUCTURAL
NOTE. BACK UP
UIa D)
SEE DRAWING P-081764 FOR BLIND RIVET COLOR INFORMATION. - - -
- - -
AIJON
GABLE TRIM (SHOWN) Et--
—-W/EDC£ OF- OOF PANEL - -
__ _
FIELD NOTCH JOINT AS REQUIRED
TD ACCOMMODATE CORNER TRIM
F
FIELD NOTCH LOWER LIP
TO FACE WALL
/OgF
APPLY CONTINUOUS AX 1' TAPE S�SHOWN7893)
rIj
-INSIDE CORNER TRIM (ICT1R I TRIM
SHOWN) (REV. ICT1L)
PUSH ON OVER EAVE TRIM WITH
�VEM TOP SURFACE OF CORNER TRIM BETWEEN
EAVE TRIM AND ROOF SHEET.
BUTT CORNER AGAINST WITH CABLE TRIM.
n INSIDE CORNER EAVE TRIM TO GABLE TRIM INSTALLATION
1. AFTER PLACEMENT OF EAVE TRIM AND GABLE TRIM INSTALL INSIDE
CORNER TRIM USING SEALANT AND BOND RIVETS AS SHOWN,
BUILDING KEY DRIP ANGLE /
ARPDAI21 J
2' 0' COVERAGE
4" DIA.
ALL
i
TOTE)
OUTSIDE CORNER
TRIM (630043) FIT
CORNER SQUARE
NTH DRIP ANGLE
FIELD NOTCH LIP
OF DRIP ANGLE
REOUIRED
SEALANT
1114X11//4"HEX HD.
T. SDS
_ (68B)
(097230)
(TYP.) (COLOR SUFFIX
_
,
REQUIRED)
LIP,
'
1 i�4
CORNER TRIM ENDCAP
(CTECIR) OPPOSITE (CTECIL)
Q BARE EAVE TRIM INSTALLATION
DRIP ANGLE TO OUTSIDE CORNER TRIM
VSR II LOW, HIGH AND BARE EAVE TRIM
INSTALLATIONS
MAN m
—M-A
GRUIP NUNWh 05-002-01
ACM
RMC
msrnnr�—
need-rz
B
P-080861 102
t RIDGE
/�4
BUILDING KEY
SEE TABLE 1a(�pG
agNA
SEE TABLE 1
A
0 WARNING
SECTION A —A BACK UP
STRAP (58D6?5)
YOU MAY FALL FROM ROOF AND BE KIUiED D OR SERIOUSLY INJUR
**
ITS IMPORTANT 1ALWAYS
-ANY PANEL CAN COLLAPSE.
DO NOi STEP ON PANELS W/CREASED EDGES
INST LL A ROOF C CUP WITHIN
FROM END OF PANELS TO
00 NOT STEP ON OR NEAR EDGE OF PANEL
DO NOT STEP WITHIN 5' OF PANEL END.
S
SECURE IT.
EC
-PANELS CAN BE SLIPPERY DUE TO OIL OR MOISTURE
FALL
•
USE PROTECTION
-LOOSE PANELS MAY 5OUT FROM UNDER YOU.
FFOOR NOJSYMMETRICAL RIOGES. ADD THE RISE -PER -FORT OF THE
L005E PANELS OR STACKS OF PANELS:
DO NOi STEP ON 00
ALWAYS USE FALL PROTECTION AND WAUKHOARDS WHEN INSTALLING PANELS
TWO OPPOSING SLOPES AND DIVIDE BY TWD TO FIND THE
'AVERAGE SLOPE". THEN USE THE AVERAGE SLOPE" TO DETERMINE
GET AND READ 'ROOFING SAFETY INSTRUCTIONS' FROM SUPERVISOR.
THE PROPER RIDCE OPENING.
EXAMPLE`
THE 'AVERAGE SLOPE' FOR A ROOF WITH SLOPES 1.12 AND 402-
(1-4) / 2 - 2 IA
RIDGE CAP (1131G.)
USE THE DIMENSIONS FOR A SLOPE OF 2 1/2-12 TO DETERMINE
SECURE RIDGE CAP TO ARPRCi01 1/2.12 (1/2:12 THRU 0.9:12)
RIDGE OPNING.
PANEL CLOSURE 8' Q.C. �ARPRCI02) 2:12 (1:12 THRU 2.9.12)
AND INTO CORRUGATION (ARPRC104) 4-12 (3:12 THRU 4.9:12)
AT 1'--e O.C. MTN
(ARPRC108) &12 (5:12 THRU 5.9.12)
1 4 X 7 NIX HFAD
/
(MINI PT. SUB
SLOR
UFFIX f�EOIJ�IRED)
1
--- - - - — -- -- I - i/8 X 1" TAPE---
PANLA511C (D27a93)
12 ROOF SLOPE OR
X AVERAGE SLOPE
RANCE
TABLE 1
DIMENSIONS
A
B
0.5 - D.99
7"
3 1/2"
1.0 - 1.49
6 7/8"
3 7/16'
1.5-1.99
a
33/a'
2.0 - 7-49
6 7/la'
3 9/32'
2,5 - 7-99
a 1/4
3 3/115"
3.0 - 3.49
a 1/19'
3 1/a"
3.5 - 3.99 -
5_7/B _
- 3 1/16__"— -
4.0 - C49
5 11/16"
3'
4,5 - b99
5 1/T
2 15/16"
5,0 - &49
5 1/4
2 7/a'
5,5 - $99
5 1/B'
2 13/16"
5.0 - 0.49
5"
2 1/2-
* MINIMUM SLOPE ALLOWED
PANEL I M P O R T A N T RIDGE NOTE:
THIS RIDGE IS DESIGNED FOR
ROOF SLOPES OF 4D' OR LESS
RIDGE CAP INSTALLATION
RRST APPLY TAPE PANLASTIO CONTINUOUS AT TOP OF PANEL CLOSURE
NEXT POSITION RIDGE CAP THEN PRESS IN PLACE AND FASTEN.
AX 1" TIDE
ASTiC (027893)
APPLY ODNTINUOUS
AS SHOWN
PANEL CLOSURE INSTALLA11ON
SEE DWG B-P-080965 FOR INSTALLATION OF PANEL CLOSURES,
RIDGE CAP
LAP RIDGE CAP 3" AND
SECURE SPLICE 1NTH 4)
1/4 X 7/6' Hpp(( HEAO
INN Pis _(0973�
DOLOR SUFFI REO D)
NOTE:
NO FASTENERS 1HRU LAP AREA
THIS ALLOWS FOR EXPANSION
AD
`- 1/8 X 1' TAPE
PPANLASTiC
(Q27893)
APPLY CCONTINUOUS
AS SIDWN AT LAP
RIDGE CAP SPLICE INSTALLATION
FIRST APPLY TAPE PANLASTiC AS SHOWN TO ACCOMMODATE A 3' LAP.
THEN POSITION NEXT SEGMENT OF RIDGE CAP AND PRESS IN PLACE AND FASTEN.
VSR II LOW PROFILE RIDGE COVER
INSTALLATION
LM °r aia® m GROUP NUNEm; 05-032-01
AOd RMC
ncrnou¢oArz newawrz g1 P-080862 104
r
2'4" O.C. ATTACHMENT
REQUIRED FOR MASONRY
W/GIRT (09R7)230)
(COLOR SUFFIX REO'D)-
a
0
ROOF SURFACE
" FOR WALL PANEL SIMILAR INSTALLATION SEE DWG'S,'.
P-1380174 FOR BUTLERIB II WALL PANEL
P-081200 FOR SHADOWALL WALL PANEL
P-080176 FOR S(YLWALL WALL PANEL
P-1380886 FOR THERMAWALL/TEXTUREWALL WALL
PANEL
* FOR WALL PANEL CALCULATION
SEE DWG: P-08081B.
ROOF TO WALL FLASHING INSTALLATION
COUNTER �I G (BY BUILDER)
OR PANEL
� I
V I ROOF TO WALL FLASHING (10' COVERAGE
ARPPF101 1/2:12 1/4.12 THRU 0.9:1�
P I (ARPPF10�6 &12 115:12 THRU M121
I
' , I
1/8 X 1- TAPE
--�- A --4 �o2jgg D 1/A X 7 ' 14EX HEAD
j V $lF-DpINC 7�RAMS
�NLOR! SUFgTl7X5RE0'D)
1/8 X 1* TAPE
q PMILASTI_ _C �027893)
PM NUOUS
D AS SHOWN
V PANEL CLOSURE (ARPPCU)
~ 1/8 X 1' TAPE PANLASTTC
(027893) APPLY CONTINUOUS
AS SHOWN
4-
® 1/27 O K c FOR sU�
® FOR MASONRY WALLS ONLY -
TO ALLEN FLASHING MOVEMENT -BACK UP **ITS IMPORTANT 1D ALWAYS
PULL FLASHING AWAY FROM WALL INSTALL A ROOF CUP MATHIN
SURFACE 1/2- BEFORE FASTENING STRAP (550625) 12• FROM END OF PANELS TO
FLASHING TO THE PANEL CLOSURE. SECURE tL
FASTENERS 2'-0" O.C.
BY BUILDER
A WARNING
ALWAYS USE FALL PROTECTION WHILE
ROOF TO WALL
WORKING -AROUND -ROOF -PERIMETER ---
FLASHING--
AND OPENINGS.
1 4 X 7/g HEX HEAD
SIELF-DRILLING SCREWS
MINI PT. (097357)
8" ON 0.11 (COLOR SUFFIX REQ'D)
1/8 X 1' TAPE PANUSIIC
I M P O R T A N T NOTE
027893 APPLY CONTINUOU6
FLASHING AND
PANS CLOSURE
THE FIXED PERPENDICULAR ROOF
TO WALL TRANSITION 5
DESIGNED FOR HOOF SLOPES
OF 4D OR LESS
PANEL CLOSURE
(ARPPCLA)
APPLY A CONTINUOUS RUN OF TAPE PANLASTIC TO TOP OF' PANEL CLOSURE
LOCATE ROOF TO WALL FLASHING AND ATTACH TO PANEL CORRUGATION
THRU PANEL CLOSURE AND CORRUGATION PLUG.
0 WARNING
YOU MAY FALL FROM ROOF AND BE KILLED OR SERIOUSLY INJURED.
-ANY PANEL CAN COLLAPSE.
DO NDT 57EP ON PANELS W/CPEASED EDGES.
DO NOT STEP ON OR NEAR EDGE OF PANEL
00 NOT STEP WITHIN 5 OF PANEL END.
-PANELS CAN BE SLIPPERY DUE TO OIL OR MOISTURE,
LISE FALL PROTECTION.
-LOOSE PANELS MAY SLIDE OUT FROM UNDER YOU.
DO NOT STEP ON LOOSE PANELS OR STACKS OF PANELS.
ALWAYS USE FALL PROTECTION AND WALKBOAROS WHEN INSTALLING PANELS.
GET AND READ 'ROOFING SAFETY INSTRUCTIONS' FROM SUPERVISOR.
NEST CORRUGATION PLUG -
(ARPCPG) COMPLETELY OVER
EACH ROOF CORRUGATION
RACK UP
STRAP
(5w525)
PANEL CLOSURE (ARPPCLA)
FASTEN TO ROOF PANEL
WITH 1 4 X 1 1//4' HIX HEAD
STD. . 506 (097230)
4' O.C. (COLOR
SUFFIX REQUIRED)
/ %-VSR II ROOF
PANEL
PANEL CLOSURE INSTALLATION
■ LOCATE CORRUGATION PLUGS DN END OF PANELS.
■ APPLY TAPE PANIASTIC CONTINUOUSLY ALONG PANEL ENO AND OVER CORRUGATION PWGS.
■ SECURE PANEL CLOSURES. (SEE DWG. P-080955)
N FILL CORRUGATION PLUGS WITH GUNCRADE.
I' TAPE
K:
ONRNUOUS
(B" HEX HD
05
(097357)
SUFFIX REO'D)
LOWS�FOR EXPANS&
ROOF TO WALL FLASHING SPLICE
APPLY A STRIP OF TAPE PANLASTIC AT THE SPLICE AS SHOWN
ALLOWING FOR A 3' TAP, SECURE THE SPLICE ON ETHER SIDE WITH SDS.
VSR II FIXED PERP. ROOF TO WALL
TRANSITION INSTALLATION 40' MAX. SLOPE
amp m"IR: 05-020-01
AQA RMC
8 1 P-080865 102
EDGE OF ROOF
BUILDING KEY
FIELD CUT AND
BEND CLOSURE,
1/8 X 1' TAPE
ANLASTIC
CORNER (027883) \
PERPENDICULAR
ROOF TO, WALL
FLASHING
1TELD FA13
FROM FLAT
STOCK (FSTK703)
STEP 1 INSIDE CORNER STEP 2 INSIDE CORNER
(KITH PARALLEL ROOF
))TO WALL FLASHING INSTALLED (INSTALL PERPENDICULAR ROOF TO WALL FLASHING
E DWG. FIELD GUT PERPENDICULAR ROOAND F 70 WALL FLASHICLOSURE NGTOWASHING IMINOSOSSASINSTALL
SHOINLINSIDE CORNER
LENGTH. APPLY PANLASTIC AS SHOWN. FIELD FABRICATE
INSIDE CORNER FLASHING.
0 WARNING
YOU MAY FALL FROM ROOF AND BE KILLED OR SERIOUSLY INJURED,
—ANY PANEL CAN COLLAPSE.
00 NOT STEP ON PANELS W/CREASE) EDGES
DO NOT STEP ON OR NEAR EDGE OF PANEL
DO NOT STEP 1MTHIN S' CF PANEL END_
-PANELS CAN BE SLIPPERY DUE TO OIL CR MOISTURE.
USE FALL PROTECTION.
-LOOSE PANELS MAY SLIDE OUT FROM UNDER YOU.
00 NOT STEP ON LCOSE PANELS OR STACKS OF PANELS,
ALWAYS USE FALL PROTECTION AND WALKSOARDS WIZEN INSTALLING PANELS.
GET AND READ "ROOFING SAFETY INSTRUCTIONS' FROM SUPERVISOR
STEP 1 EDGE OF ROOF AND MID -WALL
FIELD WORK END OF PANEL CLOSURE AND INSTALL
SEE DWG. P-OBDBTLS FOR INSTALLING PANEL CLOSURES
:ND W
1/8 X 1' TAPE
ANlAS11C
(D27B931
END COVER
FIELD FAB FROM
FLAT STOCK
(FSTK705)
STEP 2 EDGE OF ROOF AND MID -WALL
APPLY TAPE PANLASIIC AS SHORN AND INSTALL PERPENDICULAR
ROOF TO WALL FLASHING FIELD FABRICATE END COVER.
Hb.
1
STEP 3 INSIDE CORNER
INSTALL COUNTER FLASHING (BY BUILDER)
COUNTER FLASHING i1
(BY BUILDER) I
i 1
10 1/4 X 1 1//4- HEY
T.
SDS (027230)
(COLOR SUFFIX RECID)
DD NOT ATTACH TO
E)PANOABLE GABLE TT
STEP 3 EDGE OF ROOF AND MID -WALL
INSTALL END COVER WITH BLIND RIVETS.
W W VSR II FIXED PERP. ROOF TO WALL
' TRANSITION END COVER INSTALLATION
yWI woo uwm er LRDDP KuVBM D6-GM-01
I k�Ng ACM RMC
�s �� ^��an '�`�°'°"E B P-080866 02
01 , 0 08 7 S
CORRUGATIONS ARE
JOINT SEPARATION I
PULLED TIGHT VATH NO II
MIS -ALIGNMENT MIEN
& MIS -ALIGNMENT
LEAVES UNSIGHTLY
NSDE CDRRUCAnDN
LEG IS ROTATED AWAY
FASTENER PENETRATES
INSIDE
GAP AT PANEL JOINT
CAUSING MI5 -ALIGNMENT
EIACK CORRUGATION AND
11CHTENS PANEL JOINT
CORRUGATION
LS TIGHT
OF CORRUGATIONS ONCE
WITH NO GAP
FASTENER IS NOT ANGLED
FASTENER IS TIGHTENED
ANGLE FASTENER IN PILOT
TO COMPENSATE FOR LEO I
ROLL -AWAY AS IT PENE-
HOLE IS NOT CENTERED
HOLE AND APPLY LIGHT '
PRESSURE UN11L IT PENE-
LLD DRILL 3/16' DNA,
TRATES BACK CORRUGATION
IN BACK CORRUGATION
PRATES BACK CORRUGATION • I S
THEN ALIGN IT SURE
PILOT HOLE 1" O'DIA.
CORRUGATION EFT SIDE
OF PANEL ONLf� TO BE
CORR.
WTH PANEL SURFACE AS lll���
'
USED AS A GUI FOR
�i TIGHTENS PANEL J(XN
AYdO OVER TtlT11NING; I
FFTNNT 6' MAK
Colt
SPACING SE DETAIL -A
FOR PILOT HOLE LOCATION)
SECTION A -A
WRONG
SECTION A -A
(POOR JOINT APPEARANCE)
RIGHT
(GOOD JOINT APPEARANCE)
SIDELAP FASTENER INSTALLATION
AT VEAVE OR TU GABLE
STRUCTURAL
A S11d1C1URAl
aRF��1
DF �Ci7
USE -LEVEL -AT -- - -- — — -- I -I
PANEL EDGE TO
ENSURE PANEL
IS PLUMB
GIRT I
I
I I1
O 1
I I
[NOTE: SPACE SIDELAP FA5TENER5jUALLY BETWWEENN STRUCTURALS
N- MAXIMUM SPACING) 1FL SH TO
I
i
I
I
I
1�
1'
- II
1
� BU1LETrIB L i
PANEL
I
I
GIRT AUGNMENT DETAIL
VIEW OF PANELING .'
-'FR!•---
Q
Q
BOTTOM i
TYPICAL. WALL ICAL SCRUBOLT ATT'A HMENT
STRUCTURAL 1 SH WITH PATU FACE
MEN STRUCTURAL HOLE DOES NOT
LINE UP WITH PANEL HOLE ANGLE I C
SCRUBOLT THRU PANEL HOLE AND
BEGIN TO TIGHTEN UNTIL TAPERED
ENO STARTS TO ENGAGE IN STRUC- I
IURAL HOLE, THEN STOP AND AUGN
SCRUBOLT VERTICAL TO PANEL FAGS
BEFCRE TIGHTENING FALURE TO
00 THIS WILL ENGAGE TDO MANY
5CRU13OLT THREADS AND MAKE IT
DIFFICULT TO ALIGN SCRUDOLT
FLUSH WITH SURFACE OF PANEL)
SECTION 8-8
(PANEL TO STRUCTURAL FASTENER INSTALLATION - SCRUSCI.TS)
(PANEL TO STRUCTURAL FASTENER AT EAVE STRUT - USE SOS)
b
GENERAL NOTES:
L EXTREME CARE MUST BE TAKEN TO ENSURE THAT SIDELAP FASTENERS ARE INSTALLED SQUARE AND
TRUE WITH FLAT SURFACE OF PANEL CORRUGATION TD AVOID CRIMPING AND BINDING OF PANEL
THIS MLL HELP TO PREVENT MIS -ALIGNMENT OF SIDE CORRUGATION AND PANEL JOINT. AVOID
OVER TIGHTENING FASTENERS ONCE THEY HAVE PENETRATED METAL TO BE CONNECTED
Z WIEN IN5TALUNG 51DELAP FASTENERS, APPLY LIGHT PRESSURE ON UVT5IDE SURFACE OF PANEL NEAR
SIDELAP TO FULLY NEST CORRUGATI S. NOTE APPLIING TOO MUCH FORCE ON
SCREW GUN DURNG SIMAP FASTENER INSTALLATION WILL CAUSE CDRRUGATIONS TO SEPARATE
AT PANEL SIDELAP AND BACK CORRUGATION TO "ROLL AWAY" FROM FRONT CORRUGATION RESULTING
N MIS -ALIGNMENT ONCE FASTENER IS 11CHTENED. TO MINIMIZE 'ROIL AWAY IT IS RECOMMENDED TO
START INSTALLATION AT ENDS OF PANEL AND WORK TOWARD THE CENTER.
& WHEN FIELD LOCATING PILOT HOLES FOR SIOELAP FASTENER LOCATIONS li IS NW ROW ENDED
TO STACK DRILL BOTH SIDES OF PANEL. MIS -ALIGNMENT OF HOLES IS VERY LIKELY TO OCCUR
CAUSING FASTENERS TO PRODUCE POOR PANEL JOINT APPEARANCE IT IS RECOMMENDED THAT A 3/16'
USE EXTREPLOT
E CARE IN�LOCA NG MOLES THE
STACORRUGATION
DRIILLLn 0 NOAV THHAAN58 OR 10 PANELS AT LOCATIONS, T
4. WHIN INSTALLNG PANEL-M-STRUCTURAL. SELF -DRILLERS, IT IS RECOMMENDED TO PRE -DRILL A 3/19'
DIAMETER HOLE IN PANE, E5PECIA LLY IF INSULATION 15 OVER X THICK.
5. A SCREW GUN WITH 1800 - 2000 RPM CAPABILITY IS RECOMMENDED FOR INSTALIJNO SELF -DRILLING
FASTENERS. 00 NOT USE AN IMPACT GUN.
BUTLERIB II GENERAL INSTALLATION
TORX FASTENERS
UN m acvm m CROUll NUMMIr 27-031-01
RHE JDA
lamm Rwawrz g P-080873 OD
RIDGE COVER (RC20) ----
FIELD OJT AND LAP TD FIT
(SEE CHAR11
FIELD DRILL S 5' OIAMEiM
HOLES AND APPLY PANLASTIC
AND FASTEN WITH LOCK -RIVETS
WITH CREEN WASHER
(091T308) (3 REQUIRED)
TIGHi SPLICE
RETAINER
(560158)
FIELD CUT
AND BUTT
TD FIT
(SEE OHAF
REINFORCING
STRAP (560DD8)
NOTE: gFIELD CUT AND
MASTIC APPLICATION (SE CHART}
NOi SHOWN. SEE DRAWING
P-OW578
RIDGE COVER -RETAINER -PANEL CLOSURE
AND REINFORCING STRAP MODIFICATION
** RIDGE COVER CUTTING DIAGRAM
VARIABLE IMOTH PANEL
21'
18
15'
12'
9"
X - DIMENSION
1"
4'
7'
10'
IS'
e o
4 X SCRAP
LOCATE CUTOUT AT VARIABLE
VADTH PANEL LOCATION
(NOT DIVISIBLE BY 3.] LOCK -RIVET AS REQUIRED
(G(REEN WASHER
TAPE I (6$ 0.0 1 (b( 0401j�TRAP
�ANL C FI[1D CUT
02769a AND BUTT
NTIN OUS 3• (S AT.
I (SEE CHART)
FIELD CUT FIELD [XUi
" AND BEND TAPE
PANLASTIC
TD REQUIRED
2 3 VARIES I 3 S" LENGiH
1 1/4' MIN.
FIELD FABRICATED PANEL
NOTE: PANEL SPLICE
MASTIC APPLICATION PLATE (56O1GO)
NOT SHOWLL SEE DRAWING FIELD i AND
P-CB0577 ow
41}OR VIT TO FIT
P-080212 R-2 (SEE CHART)
PANEL STRAP -PANEL SPLICE PLATE MODIFICATION
PANELING COMPONENTS CUTTING DIAGRAM CHART
S
N
VADTH
PAN C RE
SE N 1
(SE 1
P AP
i EA
5i0DI14
( NOTE 2)
P}LNEL SIR
T SPLI
SBO1D1
( NO 2)
PANEL SPLICE
PLATE
(560100
(SEE NOTE' 2)
CLOSURE
REINFORCING
STRAP
(560DD6)
RIDGE RETAINER (550155) IO-a" LENMS
TVp, BOTH SIDES
20 PNL PNL 24" PNL
-24!--
A
R
D
• .
®
. .
V
A
21"
■ ■ . .
nRA�
24" PNL PNL 24' PNL
a t/e.118 me
S SCRAP
t
R
■ ■ ■
t d 4 t/Y
mw
2e PNL 18 PNL 20 PNL
P
I
A
15,
■ . .
71/z Br 1 1/2"
amw
24" PNL PNL,. 24F PNL
t a• (SLAP
B" s' SCRAP
7 Ix i 1/4'
B
L
12'
SEE DRAWING P-09DO05 FOR 12" VARIABLE WIDTH PANEL INFORMATION
E
g
1 t/2' 18' • t t/f
SSRAP
24 PNL P
24' PNL.
ISMAPI_j
SCRAP
NOTES:
1. CUT PANEL CLOSURE AS SHOWN AND LAP 1 1/2'.
2. CYUi PARTS AS SHOWN AND BUTT TD ETHER
PANEL HOLE PATTERN DIAGRAM
* LONGITUDINAL DIMENSIONS
RIDGE
EAVE
SPLICE
(HIGH END)
SPLICE
(LOW END)
PANEL
WIDTH`
4'1"
TRANSVERSE
DIMENSIONS
RL
D
.
.
"A
m
�■
n
s
in
1D
n
N�
SEE DRAWING P-090005 FOR 12" VARIABLE WIDTH PANEL INFORMATION
m�
E2
0
G�
tj
—.
n
* ALL FIELD DRILLED HOLES 5/16 DIAMETER LONGITUDINAL HOLE LOCATION DIMENSIONS ARE CRITICAL
ERRDRS IN FIELD DRILLING LOCATION WILL ACCUMULATE AND CAME RIDGE FIi--UP DIFFICULTY.
* * THE RIDGE COVER/RETAINER CUTTING DIAGRAM IS ONLY APPLICABLE TO
A SINGLE RUN OF THE 12' VARIABLE WIDTH PANEL LOCATED WITH IN
iRE INTERIOR OF THE BUILDING. CUTTING DETAIL IS NOT APPLICABLE
TD MULTIPLE ADJACENT RUNS OR TO A SINGLE RUN DF 12 PANELS
LOCATED AT THE ENDWALLS OF THE ROOF.
MR-24/CMR-24 VARIABLE WIDTH PANEL:
FIELD WORK DETAILS
�� � �� �'' BRC4P NUMBER: 02-OJO-01
ACH RNC
'm �0"i ewwwrz B I P-080876 102
sw 9
BASIC BUILDING WITH RIDGE
.w610
�� PANT;L
�r
EAVE
HIGH SIDE
J
Cl; CAu,11LA
D FDA PURLIN
DETW1.SPA 1 � 5 �1: 0`H� P,�
NOTE: THE NUMBER OF UPSLCPE AND DOWNSLOPE PURLINS DEPENDS
sw 1. UPON THE ROOF SLOPE, THE ROOF PANEL TYPE AND MATERIAL.
OF G010t VA1IE'
�a.X PANZ-
DETAL 7. 7 P ZR5LO
6 3 4 , pYIG- ��ONS
SW 9 TOR PUHSJH C14 CU
MULTIPLE GUTTER CONDITION
HIGH SIDE
EXISTING
ROOF
I
HIGH SIDE ATTACHING TO EXISTING BLDG. PERPENDICULAR TRANS.
PANF�-
�L 2
SAME SLOPE - (SEE DWG P-OW" AT HIGH SIDE
)ETAIL 3
RIDGE
R11DI
EAVE PANEL-i
OR
SPLICE PANEL
SPLICE PANEL
OR RIDGE PANEL
AVE TO RIDGE
RIDGE PANEL i MR-24 SEAMED
RIDGE PANEL
R- 7 1/18
DETAIL 1 I MR-24 LOW EAVE I DETAIL 2 I INTERMEDIATE SPLICE I DETAIL 3 I MR-24 SEAMED RIDGE ROOF SYSTEM
RIDGE PANEL SETBACK DIM. TABLE
SLOPE
ROOF SURFACE MOTH
< 10D
100' < 150
> 15W
<14:12
3718
St 4
3316
>14:12TO il2:12
3718-
31 4'
3118'
>12:12TO St
33
33iG
>1:1270 ,1 02
31 4-
3118'
278'
>11 12TO -
3118'
27 -
2111W
>212TO:21 :12
21516
234
2916
>21 *12TO :12
234'
291B"
238'
> 3:12 TO <-31 2'12
2 5 '
2 7 1E
2 1 4
3-f 2i12"TO 4i12—
—2-3- 8 —
2-3" 1HT
> 4:12
2 1 4-
2 1 15
1 7 '
L
`EAVE PANEL L
• SIRE NOTE: 3 HIGH SIDE SEE NOTE 3 I SW
DETAIL 5 HIGH SIDE EAVE DETAIL 8 CMR-24 LOW EAVE
k HOLE IN GUTTER I If HOLE IN CUTTER
8 t 1'--2
GUTTER 'YP.• 10 H11LE PARAPET �XaL
H01E
GUTTER I(FlELDE7, 10 WORK)
ROOF SURFACE VAOTH 15 HORIZONTAL STRUCTURAL WDTH UNDER
ONE ROOF SLOPE (INCLUDING ANY WX). THIS DIMENSION DOES NOT
INCLUDE ANY CANOPY, OVERHANG OR EAVE/RIDGE ADJUSTMENT.
VARIES BETWEEN 5' AND 8 1/2'
III
,8 7 B'
I
DETAIL 4 RIDGE OPENING
DETAIL 7 OF quym is wmOFWfTR GF MULTIPLE BLdcs.
RECESSED CUTTER
DETAIL 9 PARAPET CONDITION
HOLE IN GLITTER
NOTES:
1. THE HOLE TO HOLE AND fi TD HOLE DIMENSION
GUTTER I1� 10
1 1/4-
E 101ypI E pTM-
SHOULD BE DETERMINED FROM THE ROOF
STRUCTURAL CALCULATOR DWG. P-ZIR5LO
-
1
it�I
Of 1-
BEFORE PROCEEDING TO THIS DRAWING. ADD
gTSE
5TROS
PANEL MATERIAL SHOWN IN APPROPRATE
EAVE
DETAILS TO DIMENSIONS DETERMINED FROM
P-ZRSLD TO ARRIVE AT ROCF PANEL LENGTHS.
AIL 10
GUTTER
2. FOR MR-24 AND CMR-24 PANEL PART NUMBER
USE PANEL WITH
END PUNCHING
SEE DWG P-O8D570.
O
OR UNPUNCHm
1 FOR MR-24. AND CAR-24 LITE+PANL SEE
SAVE STRUT
DWG. P-081&%.
4- FOR BUILDINGS WITH ROOF SLOPES OF 3:12 AND
GFEAM, AND WITH SIDEWALL PANELS 4 1HERMAWALI,
I
¢
T LpCA>t�
EAVE
6S HADOWALL AND 65TYL ALL, THE EAVE PANEL MUST BE
T
EXTENDED 1'. PANEL WITH NO EAVE STRUT PUNCHING IS
REWIRED.
DETAIL 9 FLUSH -GUTTER OUTSIDE
DETAIL 1D AT MULTIPLE GUTTER
SAVE TO RIDGE -OPERATION CODE = 11 SAVE TO
SPLCE-OPERATION CODE = RH-10/1N-20.
MR-24 AND CMR-24 ROOF PANEL CALC
FOR Z PURLINS
ouch m —E m CROUP NI.MM. 02 030 02
.PV .F
411 B P-080949 04
411
M M 1n I fa 1F
VSR II HOOF PANEL
IMPORTANT- 00 NOT
1/4 X 1 1/4' HEX
INSTALL PANEL CLOSURE ON END ROOF
HD. STD PT. SOS
(097230) (4) AT
PANELS UNTIL ENDWALL TRIM HAS EIEEN
EACH PANEL CLOSURE
INSTALLED AND END ROOF PANEL HAS
BEEN FIELD CUT TO PROPER WIDTH
(COLOR SUFFIX ROD)
AT ENDWALL STRUCTURAL LINE OA
I
�DP
F
(PPOL }SURE
ARR
'9 VSR 11 ROOF PANEL
'
i
CORRUGATION
PLUG (ARPCPG)
(FULLY ENGAGE
ONTO CORRUGATION)
GENERAL LAYOUT
TAPE PANLABTIC
`•���\��� �•
D"9 5�p
(SEE8SECTION A -A
FOR AUGNMENT)
/
PANEL
BACK UP) STRAP
(
16�COVERAGE
CLOSURE
(ARPPCLA)
.
rI
ESP
c�oF�
CORRUGATION
FIELD MODIFICATION OF
I PLUG (ARPCPG)
END PANEL CLOSURE
INSTALLATION SEQUENCE
IS REQUIRED (REFER TO
SPECIFIC DRAWING FOR
FIELD WORK CONFIGURATION)
BACK UP I �GN 1AE PAWS le
STRAP �p OF PMIEU
IMPORTANT
560625 FRO
( )
ADDITIONAL SEALANT (025392)
INSTALLATION SEQUENCE:
REQUIRED AT THIS LOCATION
(EXTEND ACROSS CLOSURE
ANDSHOONTO PANLASTIC AS
1.INSTALL LOCKSEAM PLUGS AT ROOF PANEL CORRUGATIONS.
SEC11dN A -A
- FILL ALL VOIDS
2 APPLY TAPE PANLASTIC ALONG EDGE OF PANELS AND OVER
PLUGS (USE CARE IN LOCATING TAPE PANLASTIC SO THAT ONCE THE
TAPE PANLASTIC ALIGNMENT
PANEL CLOSURE HAS BEEN INSTALLED, THE TAPE 15 CENTERED UNDER
APPLY GUN
UNDER THE BOTTOM FLANGE. SEE SECTION A - A .
GRADE SEALANT
CRADE2)
I INSTALL CLOSURE& USE GUN RADE SEALANT OUND JOINTS
UNTIL
OVER CORRUGATION PLUGS.
I7 FLOWS OUT
4. FILL ALL PLUGS WIM GUN GRADE SEALANT UNTIL IT FLOWS OUT
A WARNING
OPPOSITE END
OPPOSITE END.
YOU MAY FALL FROM ROOF AND BE KILLED OR SERIOUSLY INJURED.
-ANY PANEL CAN COLLAPSE
GENERAL NOTES;
DO NOT STEP ON PANELS W/CREASED EDGES.
00 NOT STEP
ON OR JAR GE OF PANEL.
00 NOT STEP WITHIN 5 OF PANEL END.
1. DO NOT INSTALL PANEL CLOSURE ON END PANELS UNTIL ENDWAIL
-PANELS CAN 9E SLIPPERY DUE TO OIL OR MOISTURE.
TRIM HAS BEEN INSTALLED. SOME HELD WDRK 15 REQUIRED AT ALL END
LOCATIONS WHERE IT IS NECESSARY FOR THE END OF THE CLOSURE TO
USE FALL P
-LOOSE PANELS MAY S
MAY SLIDE OUT FROM UNDER YOU
DE .
ALIGN WITH A PARTICULAR FLASHING DETAIL OR RIDGE END CONDITION.
DO NOT STEP ON LOOSE PANELS OR STACKS OF PANELS.
GET YS USE FALL PROTECTION AND WALKBOARDS READ NINSTALLING
" OOFI G SAFETY NSTRUCT10NN5• FROMSUSUPERVISOR; PANELS. SEALANT APPLICATION
AT PANEL CORRUGATIONS
BUILDING KEY
FOAM TAPE
VARIES (16- MAX / B MIN.)
COUNTER FLASHING
P (BYOTHER)ERAT�aF0NORTYYCH �1
USE
0 NOT AAPARALLEL FLASHING (ARPPAFIO)
1 N1i X V TAPE PANLASTIC 027893
PARALLEL FLASHING (ARPPAFIO)
PPNF,L STRAP (ARPPSOS)
6 -1 COVERAG
1//8X 1' TAPE
P PANLASTIC (02784
CUNCRADE AT
EDGE 10253921
PT1, SOS(04 230) HD. Sid.
IMPORTANT TO MISS PURUNS
(COLOR SUFFIX REQUIRED)
CABLE
� SHM) J (MCJWP) (SHOWN)
SECTION A -A
EXPANDABLE ROOF TO WALL TRANSITION
4
T—
A
VARIES (16' MAX. / B MIN.)
'%E WALL PANEL DRAWING
FOR ATTACHMENT
• COUNTER FLASHING (CFV)
1/3' X 1- TAPE PANLASTIC (G27393)
PARALLEL FLASHING (ARPPAFIO)-
Pf1NF,l STRAP CARPPS06)
6-1 COVERAG
1/8- X 1- TAPE
PA4LASIIC (027893)-�
r FOR WALL PANEL SIMILAR INSTALLATION SEE DWS'
P-080174 FOR BUTLERIB II WALL PANEL
P-081200 FOR SHADOWALL WALL PANEL
P-080176 FOR STYLWALL WALL PANEL
P-080886 FOR THERMAWALL/TEXTUREWALL WALL
PANEL
* FOR WALL PANEL CALCULATION
SEE DWG: P-080818.
\ PARALLEL
ROOF TO WALL
FLASHING
(ARPPAFIO) 10' CDV.
X 1' TAPE
PANEL
CLOSURE
(ARPPCLA)
17�_KRODF PANEL
STEP 1
APPLY A CONTINUOUS RUN OF TAPE SEALANT BETWEEN
ROOF PANEL AND PARALLEL ROOF TO WALL FLASHING.
FIELD CUT ROOF TO WALL FLASHING AS REQUIRED
AND INSTALL
A WARNING
YOU MAY FALL FROM ROOF AND BE KILLED OR SERIOUSLY INJURED.
-ANY PANEL CAN COLLAPSE.
00 NOT STEP ON PANELS WITH CREASED MGM
DO NOT STEP ON OR NEAR EDGE OF PANEL
DO NOT STEP WITHIN 5 OF PANEL END.
-PANELS CAN BE SLIPPERY DUE TO OIL OR MOISTURE.
USE FALL PROTECTION.
-LOOSE PANELS MAY SLIDE OUT FROM UNDER YOU.
DO NOT STEP ON LOOSE PANELS OR STACKS OF PANELS,
ALWAYS USE FALL PROTECTION AND WALKBOARDS WHEN INSTALLING PANELS.
GET AND READ 'ROOFING SAFETY INSTRUCTIONS' FROM SUPERVISOR_
7/4 X 1 1//4 HEX HD. SM.
P4 SOS (097230)
IMPORTANT TO MISS PURUNS
(COLOR SUFFIX REQUIRED)
TRANSITION
SUPPORT
ANGLE ('TSA-)
' COUNTER FLASHING (CFV) USED
WITH BRIT, 5HADOWA.L, STYLWALL
FLAT AND STYLWALL FWTED_
TRANSITION
SUPPORT ANGLE CHART
N�
PART NO.
USAGE (SLOPE RANGE)
PURUN SPACE
1
KU110
LESS THAN DUAL 10.25112
5 -0
2
PTSA210
.251 THRU _749:12
5'-0"
3
PTSA310
.710 IHRU 1.241?12
0'-0"
4
PT5A410
1.25 THRU 4.0.12
V-01.
FOAM TAPE 3/16' X 3/4'
P5DIB3 -EJ(P.-CR-VENTED—
CE OR
1//gB X 1' TAPE PANLASTIC
(027893) WITH LOW PROFILE
FIELD NOTCH AND
FORM A FLANGE
FLUSH WITH VERTICAL
LEG OF PARALLEL
WALL FLASHING
FIELD CUT PANEL
CLOSURE TO REQUIRED
LENGTH BETWEEN LAST
PANEL CORRUGATION
AND PARALLEL FLASHING
PARALLEL ROOF
TO WALL FLASHING
PANEL (ARPPAFIO) 10r COV.
CLOSURE
(ARPPCLA)
ROOF PANEL
FIELD CUT END PANEL CLOSURE AS WQUIRm
AND NOTCH FOR FIELD FORMING TABS TO ALIGN WITH
VERTICAL LEG OF PARALLEL TRANSITION.
APPLY TAPE PANLASRG BETWEEN ROOF PANEL AND
VERTICAL LEG OF PARALLEL TRANSITION FLASHING
AND THE END PANB_ CLOSURE.
BUTT
PIECES
TOGETHER
AT SPLICE
i
ATTACH Z-SUPPORT TO PTSA_ le O.C.
M114 f12-14 X 1 1/4' HEX. HEAD SDS (0972961
ALONG WITH TUBULAIED WASHER 097385 TAKING
CARE TO. LOCATE CENTERED IN SLOTS VIDED IN
BOTTOM FLANGE OF Z-SUPPORT
NOTE NTH LOW Z-SUPPORT (530342) REIADVE
EDPM WASHER BEFORE INSTALLING 505 (097295)
INSTALL SPACER ANGLE
(630356) AT EACH BOLTED
► CONNECTION OF THE GABLE
ANGLE 10 ROOF SECONDARY
STRUCNRALS TO ACT AS
J A SHIM UNDER ENQWAL
TRIM Z-SUPPORT AT 18' O.C.
r OW(s�3421 L�
i
I i
GABLE
ANGLE
IMPORTANT NOTE: (MGAUP)
GABLE ANGLE TD STRUCTURAL
FASTTNER5 MUST NOT INTERFERE
WITH Z-SUPPORT MOVEMENT
NOTE: DO NOT OVERTIGHTEN, Z-SUPPORT
SHOULD MOVE (SLIDE)) TO ALLOW FOR Z-PURLI
EXPANSION AND CONTRACTION OF ROOF (SHOWN;
PANELS AND GABLE TRIM.
ENDWALL TRIM Z-SUPPORT INSTALLATION
I8•XV
APE
PANLASTIC
(027893)
EXPANDABLE ROOF TO WALL TRANSITION ONLY STRUT
. r3 LAP
12
e
\ J PANEL STRAP -I
TYPICAL SPLICE DETAIL
VSR II PARALLEL ROOF TO WALL
TRANSITION
ourx er am®or
ORDO NJUBER: 05- OY1-
RHE RNC
°^l-
B P-080968
m/Tnhn In/mh•
1/4 X 1' HEX
H0. SM. PT.
SDS "(097230)
O'
0.) O.C. (COLOR SUFFIX
RE
FIELD r
PANEL TO
REVO WIDTT
TH
SECURE GABLE TRIM
SPLICE WITH
�97364 /4T-30 iORX Ste/
NOTCH BOTTOM PORTION
OF CORNER TRIM AS REQUIRED
TO CLEAR WALL PANEL
CORNER
CORNER TRIM-1
L-WALL CORNER TRIM
(630643)
E CABLTRIM AND
ADAPTER SUPS OVER
AND AROUND CORNER TRIM,
GABLE TRIM
TO CORNER TRIM
FASTENER AT CORNER TRIM ASSEMBLY SEE DWG P-080881
1. ALIGN END OF GABLE TRIM AND WALL ADAPTER
WITH END OF ROOF PANEL
FIELD
WORK ALIGN END OF GABLE TRIM
WALL ADAPTER AND WALL ADAPTER WITH
TO ATTACH TO END OF ROOF PANEL
Mokiro mllfe
A
SECURE CABLE TRIM
SPLICE MITH 1 4-14 X 3/'O T-30 TCRX SDS
( 87364).—,, 1/
UP SLOPE ENDS
OF GABLE TRIM
ARE NOTCHED
AND SWEDCED.-
:H WALL
RER WITH \
4 X 3/4' T-30
SDS (087364)
O.C.
WALL ADAPTER SPLICE
SUP UP SLOPE
GABLE TRIM
OVER DOWN SLOPE
GABLE TRIM.
GABLE TRIM SPLICE
GABLE TRIM AND WALL ADAPTER SPLICE
BUILDING
SEE DRAWNGS P-DED971
OR P-OB0972 FOR RIDGE
END CAP INSTALLATION
DOUBLE SLOPE W/RIDGE ASSEMBLY
B U I L D I N G K E Y
A WARNING
YOU MAY FALL FROM ROOF AND BE KILLED OR SERICUSLY INJURED.
ANY PANEL CAN COLLAPSE:
00 NOT STEP CN PANELS W/CREAS D mGM
00 NOT STEP ON OR NEAR EDGE OF PANEL
DO NOT STEP WITHIN 5' OF PANEL END.
-PANELS CAN 1€ SLIPPERY DUE TO OIL OR MOISTURE.
USE FALL PROTECTION.
-LOOSE PANELS MAY SLIDE OUT FROM UNDER YOU.
00 NOT STEP ON LOOSE PANELS OR STACKS OF PANELS.
ALWAYS USE FAJL PROTECTION AND WALKDDAR93 WHEN INSTALLING PANELS
GET AND READ DOFINC SAFETY INSTRUCTIONS' FROM SUPERVISOR.
FIELD OUT GABLE TRIM
PANEL STRAP (ARPPSOB)
i0 REID WIDTH 1/2"
1/4-14 X 1-1/4
FIELD CUF PANEL
TO REG D WIDTH
HEX HO. STD. PT.
SDS 1007230)
f-cr O.C.
EW;
(COLOR SUFFIX REOV
1dANLA1" APE
(027893)
-_---- VSR II GABLE TRIM
ARPGT20L) LEFT SLOPE
ARPGTXR) RIGHT SLOPE
#3/4-
EW
1 S PPRORT ANGLE
112' LOW CUP
I�[SLOTIED
1l CUP
HOLES
FOR MOVEMENT)
NOTE:
1. SEE ERECTION DRAWING P-OB1635 IF HIGH MIND GABLE
TRIM CLIPS ARE REQUIRED_
L-ENOWALL EXTENSION 12-14 X 1 1/4" HEX HQ
CHANNEL [[560506) SOS (097296) W/TUBULAIQ
{FIELD WOIb( AND FIELD CUT R N AVOIDING HOLESN WASHEREACH
AT EAVE STRUT AS REWIRED)
GABLE ANGLE
ROOF SECONDARY STRUCTURAL • WA ADAPTER
(VARIES) �WAIOC�
WALL PROECf10N FASTENER (VARIES)
SECTION A (WALLS MORE THAN 6" TO 16"
NTH LOW OR TALL MOVABLE CLIP (TALL SHOWN)
1/4-14 X 1-1/4'
HEX HD. STD, T.
(097230)
��SCRE
(COLOR SUFFIX REQ'D)
EW
FIELD CUT PANEL
PANEL STRAP (ARPPSOB)
To REGb WIDTH
�p
1 ANIA5iiC (027893)
VSR II CABLE TRIM
ARPG720L LEFT SLOPE
T--IARPGT20R)
RIGHT SLOPE
LOW OJP
LL-CLIP- - - ---
Ew TRIM _
3/4'
ANGLE
1 y
FIELD CU1
{SFF09
{
To
1 HOLES
REQO W1D. ABLE ANGLE
FOR(SLME6
I FOR M6VETdEN
'
12-1(4 X 1 HO
%1/4'/HEX
WASHER 7(D97385)
AT EACHD
PURUN AVOIDING HOLES IN
CABLE ANCL6
4 WALL ADAPTER
(WA10C)
ROOF
SEOONDARY WALL PROJECTION ON
(VARIES)
)
SECTION A (WALLS UP TO 6")
WITH LOW OR TALL MOVABLE CLIP (TALL SHOWN)
ERECTION SEQUENCE:
1. INSTALL NECESSARY CDMPCNENTS AS REO'D.
4. FIELD WOW VSR 11 PANEL AND GABLE TRIM AS REO'0.
AT THE ENDWALL
TO FACIUTATE SPUN.
2-SNAP CHALK LINE ON THE FACE OF WALL PANEL
5.CHECK FOR PROPER ALIGNMENT OF GABLE TRIM TO
AT 0' DIMENSION SHOWN ABOVE.
WALL ADAPTER BEFORE ENGAGING GABLE TRIM TO
WALL ADAPTER. THEN 00MPLETE SPUCE.
3. ATTACH WALL ADAPTER TO WALL PANEL, ALIGNING
HORIZONTAL LEG WITH CHALK LINE LOCATE TORX
FASTENERS AT FASTENER GRDDVE
VSR 11 GABLE TRIM INSTALLATION II
P014 FASCIA DEP
EXTERIOR FACE
G WALL VSR 11 FASCIA I
EAVE TRIM PANEL
(NIGH EAVE SIMILAR) S
E FASCIA ONE PIECE
I' POH E (HIGH EAVE SIMILAR)
C POH'2 1/2•
H
OF
ERILOLR FACE A
V5R U FASCIA
GUTTER AT EAVE R PANEL
S
IFACE
FASCIA TWO PIECE
EXTERIO(Hit;♦! EAVE SIMILAR)
OF WAL
BARE EAVE 3"
(HICH EAVE SIMILAR)
Ko WAWALL OR F-E ROOF TO WALL
UNTRIMMED EAVE
(HIGH EAVE SIMILAR)
7 1/8•
I I 1
VALLEY GUTTER
WALL OR STRUCTURAL
I 1
I i I
INTER U
3//' OUTTER 1"
! _B•
INTERIOR GUTTER
TYPICAL EAVE CONDITIONS
POH-PANEL OVERHANG
STANDARD POH = 5 3/4 AS VISION DEFAULT CHART
PON = PANEL OVERHANG P011SM
ROOF
A 9" IS MAX AMOUNT OF UNSUPPORTED PANEL
PANEL ADDITIONAL. SUPPORT REQUIRED.
it STANDARD PCH = 5 3/4" FOR
PANELS S 3 THICK.
0STANDARD POH = 5 3/4• + 1• FOR
PANELS > 3` THICK, ILOW SUE
NON-STANDARD PANEL OVERHANG LENGTHS
IN INCHES AT LOW EAVE CHART
WALL
ROOF SLOPE
RANGE
212
1:12
2:12
1 3:12
4t 12
1 5:12
6.12
TH(.
5-0.99
1-t.99
2-2 99
3-3.99
4-4 99
5-5.99
8-899
0
!.5
1.5
20
2.5
3.0
3.5
4.0
11 "
10
3.0
15
cc
5.0
5.5
2
&5
3.5
4_0
4.5
5.0
5.5
6.0
3'
4.5
4.5
5.D
5.5
6.0
6.5
7.0
4
5.5
5.5
6.0
6.5
7.0
7.5
B.0
5'
6.5
6.5
7.0
7.5
1 B4O
8.5
9.5 A
6'
7.5
7.5
&D
B.
9.0
!Bell A
IILS •
7'
115
8.5
9.D
9.5 A
145 A
11.0 A
11.5 A
8'
9,5 A
9,5 A10.A1
Al
A
12,0 A
12.5A
CANOPY AND ROOF SIDEWALL OVERHANG ARE TO BE
CALCULATED USING If WALL THICKNESS
STANDARD PANEL OVERHANG
5EE CHART POH HIGH EAVE
ROOF STANDARD POH - 5 3/4' AS VISION DEFAL
PANEL PON - PANEL OVERHANG
FOR ALL NON-STANDARD
HIGH SIDE I PANEL CONDITIONS SEE PANEL
ADJUSTMENT CHARTS BELO.
WALL THK.
NON-STANDARD PANEL OVERHANG LENGTHS
IN INCHES AT HIGH EAVE CHART
WALL
TMK
ROOF SLOPE
RAN
2.12
1:12
2-12
&12
4.12
1 Scl2
6.12
.5-0.99
1-im
2-2BB
3-3.99
4-4.99
5-5.99
20
2.0
2.0
2.0
2.5
Z5
3.0
i l
2.5
2.0
2.0
2.0
2.0
2.0
20
2"
3,0
2.5
2.5
2.0
2.0
ZQ
20
J•
4.0
3.5
35
3.0
2.5
2.0
211
$
5.0
4.5
4S
4.0
3.5
3.5
3.0
5•
6.0L75
5.5
5.0
4.5
45
40
6
7.0B.5
B.D
5.5
5 5
55
7^
8.07.5
7.0
7.0
6 5
6.5
TANDAFO POH - 5 3/4" FOR PANELS < 3" THID(.
TANDARD PCH - 5 314" + 1" FOR PANELS > Y THICK.
RUN
S C H E M A T I C C R 0 S S
RIDGE
LOW OR
v�i EAVE j F 0/C 1 HIGH
EAVE
UNPUNCHED
RUN
S E C T 1 0 N
DETERMINE NET ROOF PANEL LENGTH BY CALCULATING THE SLOPE RASE ON THE RUN AND RISE
THEN TO THIS DIMENSION ADD AND/OR DEDUCT AS REQUIRED ACCORDING TO DETAILS YOUR SPECIFIC
BUILDING GEOMETRY REQUIRES.
NOM. 0.. NQTCH
(TYP)
LOW
,$ EAVE SPLICE
ui
--+-f-"-
RIDGE
I
COF PANEL
"
PANEL SET -BACK AT RIDGE CHART
12
XIROCF SLOPE OR
[AVERAGE SLOPE RANG
DIMENSIONS
A
B (sET BAI:q
* 0.5-0.99
7"
3i/2'
6 7/8'
3 7/15'
1.5 - 199
6 5/g
3 3/8•
4.0 - 2.49
6 7/16'
3 9/3Y
2.5 - 2.99
6 1/4'
3 3/1B'
3.0 - 3.49
6 1/1r
3 1/8'
3.5-3.99
57/8'
31/16'
0 - 4.49
5 11/18'
3"
CS - 4.99
5 1/2
2 15/15-
5.0 - 5.49
5 1/4'
2 7/8'
015 - 5.99
5 !/8
2 13/16'
&D - 8.49
5
2 1/2'
* MINIMUM SLOPE ALLOWED.
F�NONSYMMETRICAI RIDGcM ADD THE RISE -PER -FOOT
FOR THE TWO OPPOSING SLOPES AND DIVIDE BY TWO TO
FIND THE 'AVERAGE SLCPE'. THEN USE THE 'AVERAGE
SLOPE' TTL DETERMINE THE PROPER RIDGE OPENING
EMLE-THE -AVERAGE SLOPE- FOR A ROOF WITH
SLOPES 1:12 AND 4:12-(1+4)/2-2.5
THEREE USE THE DIMENSIONS FOR A 15c12
- SLOPE TO DETERMINE PANEL 5ET-BACK.
FEMALE SIDE
OF PANEL Lf
DAAICI CC!`TIlIAI
VILIWLU VROM LOW LAVL
RIDGE OR HIGH EAVE
\� 6Q3e-
,
END
LAP SPLICE
THE: NUMBER OF SPLICE PANELS
LOW EAVE ON SIZE OF BUILDING.°Q DING
OR INTERIOR GUTTER
OR VALLEY GUTTER 4 HENG PREU�TBWI'ALL
P6TFA-A LEAN i(1 IS ATTACHED ROOF
RUN-DFF. INSTALL EAVE EDGE
TO AN EMSTING BUILDING, THE PA ROOF TRIM TE GUTTER
ER
BUILDING EAVE CONDITION PARTS ANELSA RE INSTALLED.
BECOMES A FIELD MODIFIED ROOF PANELS ARE INSFAUED.
END LAP SPLICE VATH UPPER
NOM.• WAGE NOM. ' DTT3I NOM. • AGE END OF PANEL UNPUNCHm
(TV) (Tw) (TYP) P I C T O R I A L V I E W
" HIGH
LOW SPLICE O/C 3 SPLICE � SPLICE 0/C 2 EAVE
0R
I ' ' I I X RIDGE
V S R 11 PANEL ID
9UILLIX NOM
FOR ACTUAL PART USAGE REFER TO THE
"PER ORDER DWGS' THWOOME WITH THE BUILDING
NOM.• WAGE NOM. ' DTT3I NOM. • AGE END OF PANEL UNPUNCHm
(TV) (Tw) (TYP) P I C T O R I A L V I E W
" HIGH
LOW SPLICE O/C 3 SPLICE � SPLICE 0/C 2 EAVE
0R
I ' ' I I X RIDGE
V S R 11 PANEL ID
9UILLIX NOM
FOR ACTUAL PART USAGE REFER TO THE
"PER ORDER DWGS' THWOOME WITH THE BUILDING
CATEGORY
DRAWING TITLE
DWG NO.
CATEOORYJ
DRAWING TITLE
DWG, NO.
CATEGORY
DRAWING TITLE
DWG. NO.
CATEGORY
DRAWING TITLE
DWG. Nil:
MR-24 ROOF SYSTEM ERECTION MANUAL
P-004797
HIDE GUTIM ASSBLY_ AND COMP'NTS.
P-DE0092
WALL PNL CALL (ROOF TO WALL TRANS)
P-030516
THERMAL SPACER BLOCK INSTALLATION
P-DB0574
ROOF
PANELING
TRIM
TRANS[-
¶OLDS
MR-24 WIDTH ADDInON TO EXISTING BLDG.
MAXIMUM 50 FT. SAME SLOPE
P`Odm
WOE GUTTER INSTALLATION
VBTHOUT NEATHERSEAL
P-DBaaaa
FLEXIBLE SEAL INSTALLATION
STEPPED ROOF OR ROOF TD WALL TRANS.
P-a6lsas
SKY -WEB PRODUCT DETAILS
P-080940
SKY -WEB INSTALL ON B STRUTT.
P-080941
MR-24 ROOF PANEL IDENTIFICATION
P-060570
WIDE GUTTER WTH WEATHERSEAL
P-GEOM
SUPPORT MEMBER INSTALL (STEPPED ROOF)
P-031520
SKY -WEB ATTACHMENT DETAILS
P-009
MR-24 TRIM CUP LOG LOCKSEAM TAB
AND PNL CUP ADAPTER
P-080572
MR GAR-24 WEATHERSEAL FOR LOCAL TRIM
/
P-D80377
STEPPED ROOF FLASTG INSTALLATION
P-aslwa
SKY -WEB ASSEaLBLY DAMAGE
P-050950
MR/GAR-24 HIGH EAVE PNL CLOSURE
FOR LOCAL 'TRIM
P-08037a
END COVER INSTALLATION
PERP, ROOF TRANSITION
P-a61Si0
PANEL INSTALLATION PROCEDURES
PANEL PREPARATION
P-081153
MR-24 PANEL INSTALLATION
P-1'180575
MR-24 PANEL CLIP INSTALLATION
P-OBTL576
MR/CAR-24 RIDGE TRANSITION AND EXTENSION
P-080583
PARALLEL TRANS SUPT ANGLE INSTALL
{CART AND UNTRAN9-INSLL PURUN W/ MR-24)
P-081531
IFCUR9 INSTALLATION PROCEDURES
DIVERTFR PLATE AND CURB
P-DBfl54
MR CMR-24 DRIP ANGLE INSTALL
/
P-DE0720
MR-2! END LAP SLICE
P-OaD577
MR/CAR-24 WEATHERSEAL FOR LOLL TRIM
P-DB0802
SHORT PARALLEL TRANSITION
P
PANEL INSTALLATION
P-081532
IFCURB INSTALLATION
ELEVATED FRAME AT CARRY BEAMS
P-DB1B54
MR-24 RIDGE INSTALLATION
P-080578
MR/CAR-24 HAND SEAMFR INSTRUCTIONS
P-013DfiOD
CABLE TRIM AND WALL ADAPTER
INSTALLATION {WITH RIDGE ASSEMBLY)
P-D81167
PARALLEL iRAN& SUPT ANGLE INSTALL
(INSULATED PURUN}
IFCURB INSTALLATIONp-Da1fi55
DOUBLE
DOUBLE WALL - PURUN CUTTING REQ D
MR/CMR-2,t VALLEY FLASIN. PNL PREP.
P-080783
INSIDE CORNER TRIM INSTALLATION-
NARROW CUTTER TO GABLE TRIM
p-081238
TALL PARALLEL TRANSITION
PANEL INSTALLATION
P-001535
ROOF
ACCES-
IFCURB INSTALLATION
DOUBLE WALL - NO PURUN LIMITING RE*
P-081656
MR/CMR-24 VALLEY FLASH, PARTS INSTALL
P-060784
MR/CMR-24 VALLEY FLASK. DETAILS
P-OB0785
NARROW GUTTER CORONER GP INSTALL
INSTALLATION BUTIERB II, MR-24 R-24
p-061236
PARA / PERP TRANS. (SHORT AND TALL)
COUNTER FLASHING INSTALLATION
P-OB1537
INSTALLATION
CAR
CARRY
CRY BEAMS - PUI�IN CUTTING REO'D
P-DE1657
MR/CMR-24. NIP RIDGE PNL PREP.
P-08O788
MR/CMR-24 HIP RIDGE PARTS INSTALL
P-08TT/87
SAVE TRIM INSTALLATION
P-OH1239
PARALLEL TO PERP. TRANSITION
INSIDE CORNER WITHOUi CORRUGATION
P-Oa1539
IFCURB INSTALLATION
P-DE1658
MR/CMR-24 HIP RIDGE DETAILS
P-OW85
WIDE GUTTER, CORNER TRIM AND
COLLECTOR BOX INSTALL.
P-DR1240
PARALLEL TO PERP. TRANSITION INSIDE CORNER WITH CORRUGATION.
P-D815N
CARRY BEAMS - ND PURUN GJiTING REQ'D
1UlVPANL PLACEMENT
P-091659
MR-24 HS EAVE CLIP AND PNL CUP REglT.
P-08070B
WIDE GUiTR SEALANT
AND SUPPORT CHANNEL INSTALU110N
P-081241
RIDGE TO WALL SHORT TRANS. (W/0 CORK.)
P-OB1548
SORIE5
UNINSULARD LIMPANL-UNINSULAiED PURUN
P-Da1660
MR/CMR-24 MASTIC APPLICATION
P-080B47
MR/CMR-24 VARIABLE WIDTH PANELS
P-060676
RIDGE ENO COVER INSTALLATION
WTH RIOTS ASSMEL
P-081243
RIDGE TO WALL SHORT TRANS. (W/CORK.)
P-OH1547
INSULATED UTEIPANL-UNINSULATED PURLIN
P-DBi661
MR/CMR-24 CORK END DEFECTOR
P-08O918
RIDGE TO WALL TALL TRANS (W/0 CORR.)
P-GS1548
UNINSULAiED LITE*PANL-INSULATED PURiLIN
P-BBIB62
MR/CMR-24 SEAM REINFORCING CUP A55BLY.
P-OB0951
INSIDE CORNER TRIM INSTALLATION
P-D81244
RIDGE TO WALL TALL TRANS (W/OORR)
P-081549
INSULATED UTE;PANL-INSULATED PLURLIN
P-DOIE63
MR-CMR-24 ROOF WITHOUT RIO(E
P-OM257
EAVE TRIM TO GABLE TRIM
WOE GUTTER INSIDE CORNERS
P-DO1248
FARAUiI TO PERP. TRANSITION
INSIDE/OUTSIDE CORNER MTN CORR,
P-081�
UL 90 UNINSULATED LITE'PANL
FOR UNINSULATED PURUNS
P-081564
MR-24 SUB PUPoJN INSTALLATION
P-Cm
VARIABLE WAIT ADAPTER INSTALLATION
P-081259
PARALLEL TO PERP. TRANSITION
INSDE / OUTSIDE CORNER WITHOUT CORR.
P-081553
UL 90 INSULATED LITETPANL
FOR UNINSULATED PURUN
p-DB1665
MR-24 SEAMER PLATFORM A55'Y AND USAGE
P-081616
EW TRIM REINFORCING CLIP
{HIGH WIND LOAD APPLICATION)
P-DS1635
END COVER INSTALLATION
STEPPED ROOF TH SUPPORT MBR,
P-o81554
UL 90 UNINSULATED UTEIPANL
FOR INSULATED PURUN
P-OB1BB8
MR-24 REPAIR CUP INSTALLATION
P-�168L1
MR-24/CMR-24 PANEL CLOSURE INSTALL
P-103247
NARROW GUTTER ASSEMBLY
P-103223
PERPENDICULAR R TO W TRANSITION
IM1H SOLID WALL
P-081564
UL 90 INSULATED UTE'PANL
FOR INSULATED PURUN
P-081667
MR-24 ENOWALL F](T./ROOF REPLACEMENT
P-105528
MR/CMR-24 GUTTER EXPANSION JOINT
P-103315
MR-24/CMR-24 PANEL CLOSURE INSTALL
P-105&M
BIRD STOP INSTALL - CABLE TRIM
P-104642
PERPENDICULAR R TO W TRANSITION
P-aa156a
LUiEH'AIL REPLACEMENT - DRAWING 1 OF 1
P-D81681
MR-24 SINGLE PANEL REPAIR
P-107656
SOFFIT TRIM DETAILS
P-104544
PERPENDICULAR TRANSITION
SNORT PERP. FLASHING INSTALLATION
P—aB1572
RIDGE VEND]ATDR DETAILS
P-107551
MR-24/CMR-24 PANEL REPAIR CAP INSTALL.
P-107857
CORNER GP INSTALLATION
EAVE TRIM
P-104549
RIDGE VENTILATOR PREPARATION DETAILS
P-107552
MR-24/CMR-24 MULL PANEL REPAIR
AND BET.
P-107743
PERPENDICULAR TRANSITION WTH OPEN WALL
TALL PERP, FLASHING INSTALLATION
p-GO1573
RIDGE VENTILATOR INSTALLATION
P-10750
NARROW GUTTER INSTALL W/O WEAiHERSEAL
P-104713
CONTINUOUS RIDGE VENTILATOR INSTALL
P-107559
PARALLEL TRANSITION INSTALLATION
TO EXISTING BLDG - NO WIDTH ADD.
p-OB1613
MR-24 MULTIPLE PANEL REPAIR
P-107744
NARROW GUTTER INSTALL W/WEATHERSEAL
P-104714
MR-24 MULTIPLE PANEL REPAIR
P-107745
PARALLEL TRANSITION INSTALLA71DN
TO EXISTING BLDG - FOR WIDTH ADD.
P-D81614
MR-24 SEAMED RIDGE ROOF SYSTEM
GENERAL INSTALLATION
P-C9EXX16
MR-24 SEAMED RIDGE ROOF SYSTEM
RIDGE END -COVER INSTALL.-WTH-HOGE ASSY.—
P-D90ad8
CORRUGATION TRANSITION INSTALLATION
GENERAL INFO AND CUP INSTALLSlAU.1 OF 5
P-001075
MR-24 SEAMED RIDGE ROOF SYSTEM
PANEL INSTALATION
--
P-090007
MR-24 SEAMED RIDGE ROOF SYSTEM
INTERIOR RIDGE TRIM INSTALLATION
P-090010
CORRUGATION TRANSITION INSTALLATION
SEAMING OPERATION 2 OF 5
P_GO1676
MR-24 SEAMED RIDGE ROOF SYSTEM
ROOF PANEL FIELD NOTCHING DETAILS
P-090011
CONDUCTOR PIPE INSTALLATION AND DETAILS
P-OBDD91
CORRUGATION TRANSITION INSTALLATION
SILICONE MEMBRANE AND COVER 3 OF 5
p-081877
MR-24 SEAMED RIDGE ROOF SYSTEM
SPLICE DETAIL AND RIDGE PANEL FIELD HOLES
P-09Om2
CONOUC-
TOR
PIPE
OOLLE40TOR BOX INSTALL -NARROW GUTTER
P-103225
CORRUGATION TRANSITION INSTALLATION
SPECIFIC DETAILS 4 DF 5
P-081678
CONDUCTOR PIPE INSTALLATION
P-i05224
BLGB. WITH
TRUSS
MR/CMR-24 ROOF PANEL CALCULATOR
P-081113
CONDUCTOR PIPE DETAILS
P-105225
CORRUGATION TRANSITION INSTALLATION
AND PERP. TRANS 5 OF 5
P-0a1679
ROOF
ROOF STRUCTURALS FOR ROOF PNL CALC,
M-149099
CONDUCTOR PIPE DETAILS
P-105228
MR-24 SEAMED RIOCE ROOF SYSM
RIDGE PANEL AT PARALLEL TRANSITION
P-090009
BLGS, WTH MR/CMR ROOF PANEL CALCULATOR P-080949
Z-PURUN ROOF STRUCTURAL$ FOR
ROOF PANEL CALCULATIONS P-ZASLO
MEMBRANE
PERPENDCULAR TRANSITION
MEMBRANE ROOF TO META. ROOF
P-OB1574
PARALLEL. TRANSITION
MEMBRANE RDOF TO METAL ROOF
P-OB1575
INTERIOR GUTTER CORNER INSTALLATION
ROOF TO WALL
P-090189
INTERIOR CUTTER PAR, TO INSIDE OMER
FLASHING WITHOUT CORRUGATION
p-OB1543
NOTES:
1, THE ABOVE DRAWINGS PERTAIN TO VADESPAN BUILDINGS MTH Z-PURUN AND/OR TRUSS
INTERIOR GUTTER PAR. TO INSIDE CORNER
FLASHING WITH CORRUGATION
P-aB1546
PARALLEL. TO PARAPET GUTTER
WITH AND WITHOUT CORRUGATION
P-091550
FOR THE ROOF SECONDARY, THESE BUILDING HAVE EAVE STRUTS (OR AN EGUIVALENT
MEMBER), GABLE ANGLES OR RAKE CHANNELS AT THE BUILDING STRUCTURE LINE, Ai
STANDARD LOCATIONS, FOR PANEL AND 1RIM SUPPORT_ THIS INDEX DRAWING IDENTIFIES THE
ROOF PANEL, TRIM AND ACCESSORY DRAWINGS ASSOCIAiPD WTH THIS BUILDING.
INTERIOR
GUTTERS
PARALLEL TRANS TO VALLEY GUTTER
WITH AND WTHOUT CORRUGATION
P-D61551
2. ONLY THOSE DRAWINGS REOUIRED ON A SPECIFIC BUILDING
MULT GUTTER STOP FLASHING
P-IC5525
MULT GUTTER GABLE TRIM
P-105528
MULT. GUTTER EXPANSION JOINT
P-105533
MULT GUTTER SPECIAL APPLICATIONS
P-i05534
MR-24 ERECTION DRAWING INDEX
WELD PROCEDURES FOR SS GUTTERS
P-1a51>,i6
SUGGESTED FIELD FABRICATION
COLLECTOR BOX AND SCREEN
P-107134
maxim am®m GROUP NIRBEY: 92-OW-DZ
RRu Ric
SINGLE SLOPE BUILDINGS
1. ALIGN END OF GABLE TRIM AND WALL ADAPTER WITH
END OF ROOF PANEL.
2. INSTµ4 BUW NAME F�.ATE b30383 AT MID Sl jFE
WITH (7a 1/4-14 X 3/4 T- TORX S (097J84).
ALIGN END OF GABLE TRIM AND WALL
ADAPTER WITH END OF ROOF PANEL
FIELD WORK WALL ADAPTER TO ATTACH
TO OORNER TRIMS.
GABLE TRIM AND WALL ADAPTER -GENERAL
WALL ADAPTER PART SCHEDULE
WALL PANEL
LENGTH
NUMBER
NON—BMO WALL (SEE DWG. P-081259)
VWA10
BU1LERtIB II, SHADOWALL,
ATEXTURE
WAtOA
E1H RM WAIL AND ALL (2')
THERMAWALL AND TEXTUREWALL (2 1/2' AND 31
10'-4 1/2"
OPEN ENDWAIL
WA10B
OVERHANG AND CANOPY
1HERMAWALL AND TEXTUREWALL (4')
WA100
BWILDINC
Mgt£ SLIM ANO WA I 'RIM
END °F oy 1,0(f PANG
�D
V-SEE DRAWING P-061243 FOR
'RIDGE END COVER INSTALLATION'
OR P-DBDD08 FOR SEAMED RIDGE
GABLE TRIM AND WALL ADAPTER AT RIDGE
DOUBLE SLOPE BUILDINGS
GABLE TRIM PART SCHEDULE
LEFT HANDED PANELS
RIGHT HANDED PANELS
LENGTH
LEFT
SLOPE
RIGHT
SLOPE
LEFT
SLOPE
RIGHT
SLOPE
20'-S 7/8"
PART NO.
PART N0.
PART NQ
PART ND.
MRGTL2DL
MRGTL2CR
MRGT2CL
MRGT2DR
GABLE TRIM AND WALL ADAPTERS FURNISHED TO LENGTH SHOWN IN PARTS SCHEDULE FIELD OUT TO LENGTH REQUIRE).
2 1 4-14 X 3/4' 7-30 TORX
OB7364) -_
NOTCH BOTTOM PORTION
OF CORNER TRIM AS REQUIRED
TD CLEAR WALL PANE] _
ALL CORNER TRIM
�ORNER TRIM GABLE TRIM AND WALL
63} ADAPTER SUPS OVER AND
AROUND CORNER TRIM,
GABLE TRIM TO CORNER TRIM
ATTACH WALL ADAPTER
MATH 1/4-14 X 3/4'
T-30 TCRX 505
(097164) 2'-a O.C.
DOWN SLOPE
UP SLOPE ENDS OF
GABLE TRIM
ARE NOTCHED.
AND SWEDGED.
UP SLOPE
WALL
ADAPTER -
GROOVE WALL ADAr I LK 3rm t
GABLE TRIM AND WALL ADAPTER SPLICE
�pP
DOWN SLOPE
GABLE TRIM
19,
SEAM ROOF
PANEL. TO TRIM
4
PANEL
al
O J
w
16
SECURE GABLE TRIM SPLICE
WITH (2) 1/4-14 X 3/4'
i-30 TGRX SOS (097354)
—SUP UP SLOPE
GABLE TRIM
OVER DOWN SLOPE
CABLE TRIM.
GABLE TRIM SPLICE
GABLE TRIM
(SEE SCHEDULE)
m
' I
1
I I�
1 � —
1
1/4-14 X 3/4' T-30 TORX SO5
oo (0OB7354) 2—O' O,C.
WALL ADAPTER
(SEE SCHEDULE)
i WALL PANEL
EW
WALL ADAPTER
L CLDSURE (7807UGR) FOR FLUTED PANEL ONLY
PANEL SUPPLER)
THERMAWALL AND TEXTUREWALL
GABLE TRIM AND WALL ADAPTER ASSEMBLY
ERECTION SEQUENCE:
1. SNAP CHALK ONE ON FACE OF WALL PANEL AT 5' DIMENSION
SHOWN ABOVE
2. ATTACH WALL ADAPTER TO WALL PANEL, ALIGNING HORIZONTAL LEG
WITH CHALK LINE, LOCATE TORX FASTENERS AT FASTENER GROOVE
IN WALL ADAPTER.
3. ENGAGE GABLE TRIM CORRUGATION TO ROOF PANE. CORRUGATION.
ENGAGE LOWER LEG DF GABLE TRIM INTO WALL ADAPTER. USING
HAND PRESSURE. SNAP CABLE TRIM INTO WALL ADAPTER.
VISUALLY CHECK TO ASSURE CABLE TRIM IS FULLY ENCACED INTO
WALL ADAPTER.
4, SUM GABLE TRIM TO ROOF PANEL
NOTES:
1. SEE ERECTION DRAWING P-DO1635 IF HIGH WIND GABLE TRIM CUPS
ARE REOUIRED.
2. BUILDINGS WITH WIDTH EXTENSION AND CANOPY TRANSITION THAT
IMPOSES SLOPE CHANCE, FIELD MITER GABLE TRIM AND ADAPTER
FOR SMOOTH FIT UP.
1 SEE DRAWING P-081243 FOR END RIDGE COVER INSTALLATION.
5j 10 VIM. WJUA VI (VIPOOPJ
CORNER I
(63D043)
NARROW CUTTER
CUT M CLEAR
PANEL
NARROY
GUTTER
r..
NOTE:
SB= DRAVANO P-081764 FOR BLIND RIVET DOLOR INFORMATION.
SPLICE
RETAINER
(�1) _ :- LOLR1 CKK-AVEETE(D99563}
i END CDVFR (S60173)
FIELD CUT AS SHOWN
END COVER MODIFICATION
'COLDWASHER LOCK -RIVET
(098593) (3) REQUIRED -
SPLICE
RETAINER
(SRi)
RIDGE
COVER
RC7A
PANEL CLOSURE (CM)
TAPE PANLASiIC (027&
TUBE PANLASTIC (0253
FASTENER NOTE: 10'
INSTALL END COVER RETAINER
STRIP WITH GOLD WASHER LOCK -RIVET
{RED. FIELD
5/ 65i h2l THRU IOOVER WHERE DRILL
REQUIRED USING HOLES IN
RETAINERS AS A TEMPLATE:
HELD CUT SCRAP
RETAINER (560156)
(SEE DETAIL 1)
. . . . . .
_ - -
/
E21
FOAM SEALANT
pww
C
(560185)
1'-1113le 2'-0' 2'-D' 2'-0'
W-11 7 W
§4
RETAINER {5 ouw CUTTING DIAGRAM
THIS CUTTING DIAGRAM IS A PROCEDURE USED WHEN RIDGE IS INSTALLED BEFORE
14
GABLE TRIM (SEE IRDGE INSTALLATION- DWG.. P-D60578.
DETAIL 1
rTAPE PANLASDC MR-24 RIDGE END TOP TRIM
(027393) (M-RRE7)». FIELD BEND AS REQUIRED TAB TRIMMING CHART
RETAINER (500156) FOR PROPER FIT UP.
(SEE DETAIL 1) CABLE TRIM WALL ADAPTER ROOF DIM
DIMNOTE SEGMENT CUT TO
GABLE TRIM INUNE IENCTH FOR RIDGE 1:12 3/8'
WITH ROOF PANEL END COVER AS5'Y
LOCKSEAM PLUG 2:12 11/32'
(5fi015B) , 3:12 9/32'
APPLY FOIL BACKED MASTIC 1i
(541063) OVER GAP IN RIDGE 4:12 7/32'
END COVER ASSEMBLY �dp 5.12 1/8'
/ FOva� B:12 0'
USE 4) 1/4-14X3/4 TORX T-30
Spy (097364) TO PRE -ASSEMBLE
"RCAU FEND CAP ASSEMEILY
RIDGE ENO BOTTSO-M j
TRAM SSEME B
LOCATE FASTENERS SO THAT
THEY DO NOT INTERFERE
RFR87UIR
FIELFOR
PROPER FIT UP,
WITH GABLETRIM
RIDGE END COVER
ASSEMBLY
'RIDGE END
APPLY TAPE PANLASTiC (027893 COVER ASSEMBLY
ODN11NUOUSLY TO END OF GA AFOL BACKED TRIM COVER
TRIM AND ADAPTER AS SHOWN U$E (2 1/4-14t3/4 TORX T-30 STIC {541DB3) (TC1)
SDS 097384) TO ATTACH -RIDGE SHOWNEND CAP ASSEMBLY TO WALL PANEL GABLE TRIM
RIDGE EN(BEYOND)
RIDGE END C0VER COMPONENTS (ASSEMBLY
%0173) �RIDGEANUTOP
RETAINER STRIP (560181)
TYPICAL-EACH-510 --
ASTEN WITH GOLD A5HER TUBE PANLASTC
LOCK -RIVET (09650) (025392)
(3 REQUIRED)
RIDGE END COVER
(060173)
YIE17111l
RIDGE END COVER
v w
RIDGE END
COVER
(560173) a 0
v SUP MR-24 RIDGE END TOP TRIM
6 UNDER RIDGE END COVER AS SHOWN
a AND APPLY BEAD PANLASiIC
a Ai EDGE OF END COVER GABLE TRIM -
OF RIDGE COVER AS SHOWN
CAUTION. GABLE�)l� TRIM
RETAINER (58044) IS MUL11-PUNCHED RETAINER (550444)
FOR THUS AND REVERSE APPLICATION.
FIELD DRILL
AND INSTALL LOCK --RIVETS (LW5 WASHER LOCK -RIVET END
ONLY WHERE INDICATED. RIDGE END COVET ASSEMBLY'
RIDGE END COVER INSTALLATION
-- -- LOCKRIVU CAfIIy- ----
WASHER (09630fi)
PANEL - - - I-E.W.-1— I -
BEYOND
IA.LO��FAMIZRS SD THAT
USE (4) 1/4-14X3/4 1DRX —
THEY DD NOT INTERFERE WITH
T-30 SOS (097364)
GABLE TRIM. GABLE TRIM MUST
BE FREE 70 MOVE W/MA-24.
.70 PRE -ASSEMBLE
RIDGE END COVER ASSEMBLY'
�I
RETAINER INSTALLATION
RIDGE END BOTTOM
ASSEMBLY (RBT2)
I +"--WALL
`�
I FIELD CUT FORPROPER FITUP
SECTION A -A SEGMENT. FELD CUT
RIDGE END COVER ASSEMBLY TASSEMBL"Y"
N OTES:
1. WALL ADAPTER SEGMENT USED TO MAKE UP "RIDGE END COVER ASSEMBLY' IS
TO RE CUT FROM ADDITIONAL LENGTH OF WALL ADAPTER
2. 'RIDGE END COVER ASSEMBLY CAPS OVER GABLE TRIM AND WALL ADAPTER.
ROOF
VSR II
PANEL
SHIM
OH3)
BASIC BUILDING
WX OR CANOPY
-LDW MOVABLE
CUP (BDD6O
OR BO081)
i
i
i
I
5w
LOW MOVABLE
CUP (00060
OR B006T)
TALL MOVABLE LOW MOVABLE
CUP (560344) CUP (B0061)
ROOF
LINE -
VSR II ROOF-- _ -
PANEL
TALL EAVE —
STRUT , ,
i
sw isw
VSR N ROOF
—ram
PANEL
6::
�'-
LALLTsw EAVE
STRUT
ksw
BUILDING WITH WX OR LOW EAVE CANOPY
LOW MOVABLE
CUP (800so
ROOF OR 8oa61)
VSR II ROOFl
PANEL -,�—
SEE
NOTE 3
SW SW
LOW OVERHANG HIGH OVERHANG
BUILDING WITH SIDEWALL OVERHANG
LOW MOVABLE CLIP LAYOUT
BASIC BUILDING
TALL MOVABLE
CUP (560344)
R
U
TALL EAVE
STRUT
LOW MOVABLE
BUILDING WITH WX, CANOPY OR OVERHANG
TALL MOVABLE CLIP LAYOUT
kLL SAVE
TRUT
GENERAL NOTES:
1, THE NUMBER OF UPSLOPE AND DOWNSLOPE PURUNS DEPENDS UPON THE ROOF SLOPE; THE ROOF PANEL TYPE
AND MATERIAL, AND THE LOADING CONDITIONS
2 FOR LOW MOVABLE CUPS, INSTALL (800BO OR BODBI) CLIPS AT ALL STRUCTURALS EXCEPT LOW SIDE SAVE STRUT.
FOR LDW SIDE BUILDINGS, CANOPY OR WX, INSTALL SHIM (ESI13) UNDER LOW SIDE EAVE STRUT. FOR
LOW SIDE OVFRHANGy SHIM NOT USED. SEE DETAIL FW94.
3. FOR TALL MOVABLE CLIP, INSTALL TALL CUP AT ALL STRUCTURALS, EXCEPT LOW AND HIGH SIDE SAVE STRUTS
USE LOW MOVABLE CLIP AT HIGH SIDE TALL EAVE STRUT
4. SHIM (E913) IS IN ADDITION TO ANY OTHER SHIMS THAT MAY BE REQUIRED FOR EAVE STRUT AD,IUSTMENT
5. ROOF UNE IS THE BOTTOM SURFACE OF THE ROOF PANEL
B. CUP DEFINITION: (LOW OR TALL CUP REQUIREMENT BASED ON INSULATION THICKNESS}
LOW MOVABLE CUPS 80%0 (USED WTH NO THERMAL BLOC4
LOW
ALL MOVABLE QPPS 6060344U(USED WITTHERMAL
THEMALB�BIM). VSR II PANEL CLIP AND SHIM LAYOUT
o,
UPPER PANEL FIELD NOTCH PANEL PULL UPPER PORTION OF
UNPUNCHED NOTCH OUT TO INSERT
T BOTTOM If 1` TO RECEIVE CAP CAP FLASHING
PUNCHED PANEL I�4� FLASHING
0�
15 REQUIRED) PANEL CDRRUGARON
EXTEND NOTCH 1-1 4'
WHEN EDGE OF ROOF AT
CANOPY EW ENDS WITHIN CAP
WALL PANEL CORRUGATION FLASHING
(CPF15A)
I
UNG SCREW
TYPICAL
CAP FLASHING
2•
\ . - --A,- i
CAp
LOWER PANEL FULL HEIGHT qAp
(UNPUNCHED AT
WALL PANEL
TIP IF PUNCHED APPLY SEALANT (016688) BEND PROJECTED PORTION OF PANEL
PANEL IS REWIRED) FULL LENGTH TO UNDER CORRUGATION INWARD AS REQUIRED CAP FLASHING SPLICE
SIDE OF CAP FLASHING TO TO INSTALL CAP FLASHING. PULL OUT
FORM A WATER TIGHT SEAL AFTER INSTALLATION IS COMPLETE. (FOR RUNS GREATER THAN 15-0')
NOTE
1. IT IS IMPORTANT TO FORM A HIGH OUALITY WATER TIGHT
SEAL ALOND THE OPENINGS IN THE WALL PANEL FOR
CAP FLASHING NOTCH - BUTLERIB WALL RDOF TO WALL TRANSITION AND, BERYEFN THE FLASHINCS
(TYP. BOTH ENDS OF CANOPY AS REQUIRED) AND WALL PANEL.
BUTLERS WALL - CAP FLASHING INSTALLATION 2. IN AREAS WHERE APPEARANCE MAY BE AN ISSUE, USE A
(SEALANT APPLICATION) HIGH
I QUALITY'
FLASHING SILICONE
SEALANT TO MATCH PANEL
FOAM CLOSURE (D20849)
(3--0" LONG.)
INSTALL WITH WALL PANEL,
Z 1.
prl/4'
PANEL i0 STRUCTURAL
FASTENER B' 0_C.
(SEE WALL ELEVATION
DWG. FOR FASTENER
CALLOUT)
PANEL SPLICE CLOSEUP BUTLERIB WALL PANEL
DETAIL 1
BASE
2A) IN
FIELD FORM
SPLICE !•
FLASHING 0•_2•
MAY
1/4' OR 4' V'SnONAL)
MASONRY BASE
1 ANCHOR CHANNEL
3/4' NOTCH BASE TRIM
:�:. • '• ••"; , ti .
FIELD FORM
•
SPLICE
BASE ANGLE
(M25)
(SF) (FLASHING
-
APPLY -SEALANT 0253921
CONTINUOUS (2j PLACES
FIELD NOTCH
HORIZONTAL LEG OF BASE FIELD LOCATE
ANGLE AT COLUMN I MASONRY ANCHOR
BASE ANGLE
I 'q OR BASE
OR
GR 4 CHANNEL
2"1 I 10 1/r r
B�AY'IEENGTH I BAY LENGTH
WIDESPAN
S.W. COLUMN OR E.W. POST
(WITH INSET GIRTS)
7 1A, 2 T/ IPANLASTIC (025311D)
APPLY
SEALANT 025M2) FIELD CUT AND FORM
BETWEEN BASE SPLIC
I E FLASHING
ANGLES AT LAP (SF) AS SHOWN
I BASE ANGLE
SHOWN
MASONRY ANCHOR
OR BLIND RIVET
LAP BASE TRIM
AT CONNER
INSIDE CORNER DETAIL
NOTCHED FOUNDATION SHOWN
SEE CUT DETAILS A AND B BELOW
FIELD CUT END OF BASE
� TRIM IF REQUIRED .
' Z-BASE TRIM (BT12A)
DETAIL A
BASE TRIM FIELD WORK —
RIGHT SIDE OF INSIDE CORNER
1/4' OR 4" (OPTIONAL)
MASONRY BASE
ANCHOR 0 CHANNEL
r3/4" TiIM p
ABASE ANGLE (BA225)
LAPPLY SEALANT (025392)
OONTINUOUS (2) PLACES
—1-1 . .
-BASE ANGLE
CR BASE
CHANNEL
• i
AFIELD NOTCH
HORIZONTAL LEG
OF BASE ANGLE
WINDPOST
BASE PUKE
FOR CORNER WINDPOST
WINDPOST DETAIL
OF
U
w
w
w
0
z
D
ff
Lr
Ei
BASE
ANGLE
(BA225)
BASE ANGLE 5" H.M. DOOR WIDTH 5' 2', r3 3/4' 3 3/4 2'
FIELD LOCATE �I �IJ D.H. DOOR VAOTH _L1 (SHOWN)
SHOWN 3'-a ; 3-Ef . =o I I IT (SH ANGLE
2' oR a-o' r TYPICAL
s11oWIN
-------------- ---------------- rl/,CtB
E- ----------------
ASE TRIM
BASE TRIM 1/4- 1/`%
BASE TRIM CUTOUTS FOR DOOR OPENINGS EDGE OF
FOUNDATION
BASE ANGLE �\ rSEAL JOINT WITH /�
SHOWN ____-.`�� 1 PANLASTIC (DZ538D) / \ I
CORNER RASE
TRIM (CT132L)
APPLY SEALANT (D25392) CORNER BASE
UNDER BASE TRIM MITER TRIM (CTTLZIR)
OUTSIDE CORNER DETAIL
NOTCHED FOUNDATION SHOWN
MASONRY. ANCHOR (TYP.)
SEE NOTE 3
0
ANT
ILY g
4
O
z
FO
W
a
0
CORNER BASE
TRIM (CTB2R)
BASE ANGLE
(BA225)
SHOWN -�
SPLICE
FLASHING
DIREC110N OF ERECTION 2 3/4" 2 3/4" 2'-0' (MAX) FIELD CUT RIGHT END OF BASE TRIM CR 44•
(8T12A) AS REWIRED TO BUTT WITH
CORNER BASE TRIM. i(
BASE ANGLE ( SPLICE FLASHING SF)\ m
(BA225) SHOWN
_U
------------ --- ------------------ --
I } I I
ORNER
BASE TRIM 2 11f
A 4 \
BASE TRIM (BT12A) 2'-0'
---FIELD -CUT ATANSIDE -- - - - - - - -- - - - — - —
CORNER SEE DETAIL A LAYOUT /6ICAL BASE TRIM SPLICE SEE NOTES 5 AND B
•BASE ANGLE AND BASE TRIM
BASE TRIM (BT12A)
FIELD OJT AT INSIDE
CORNER. SEE DETAIL B
HELD FORM AND INSTALL
SPLICE FLASHING (SF)
BETWEEN BASE TRIMS
AND FOUNDATION. FIELD
TRIM FOR SNUG FIT - ,
BASE TRIM
(BT12A)
i
FIELD CUT END OF BASE
TRIM AS REQUIRED
DETAIL B
BASE TRIM FIELD WORK —
LEFT SIDE OF INSIDE CORNER
I:?a!- 4
SEALANT (025392)
BOTTOM AND TOP LEG
OF SPLICE FLASHING T
NOTE R
TO BUTT WITH CO N
1. BUILDING STRUCTURALS MUST BE SQUARE AND PLUMB AT BOTH ENDS OF E.W.
AND S.W. GIRT&
SELF -DRILLING SCREWS
5) FOR BUTLERI9 R
2 INSTALL
ANGLE HAS.A NOMINAL 25-0' COVERAGE (24'-11 1/2' ACTUAL
OR SHADOWALL AND
(087295) FOR SMWALL II
LENGTHS FIELD CUT ALL BASE ANGLES AS REWIRED. EXTREME CARE MUST BE
EXERCISED TO INSURE PROPER ALIGNMENT AT SPLICES AND CORNERS. SHIFT BASE
ANGLE OR BASE GIRT HOLES 1 1/2 OFF MODULE FOR UNPUNCHED RUTLERIB 11
OR SHADOWALL PANELS.
3. BASE ANGLE ATTACHMENT:
L�
BASE ANGLE
A MINUMUM SHEAR STRENGTH OF 21G POUNDS PER UNEAL FDOT MUST BE
SHOWN
MAINTAINED. THE RECOMMENDED ATTACHMENT OF THE BASE ANGLE TO THE
FOUNDATION IS BY USE OF DRILL -IN TYPE MASONRY ANCHORS, SUCH AS
L
TAPCON 1/4' DIA, X 1-1/4 LONG OR EQUAL
NOTE: MASONRY ANCHORS ARE NOT FURNISHED BY B.M.C. AND THE SPACING
L
OF THE ANCHORS MUST NOT EXCEED 2'-0".
ii
4. BASE TRIM (ST12A) PROMBES 12'-O' COVERAGE.
5. COINER BASE TRIMS (CT62L) ANDgCTB2R) MUST BE FIELD SPLICED AT
OUTSIDE CORNER CO ER 9SASE MS PROVIDE 2'-0 DOVERAGE.
�•h'•
SEALANT
6. INSTALL CORNER BASE TRIMS FIRST AND PROCEED IN DIRECTION INDICATED WITH
ARROWS LAST BASE TRIM MAY RFAUIRE FIELD CUT
APPLY PANLASTIC (o2s3eo} (025392) R ER BASE TRIM
AT SPLICE, DO NOT EXtENO 7. EXTREME CARE SHOULD BE USED TO INSURE PROPER ALIGNMENT OF BASE TRIM,
PAST FACE OF WALL PANEL ESPECIALLY AT CORNERS. SEE SPLICE DETAIL
& TEMPORARILY PROVIDE SUPPORT FOR 907MM OF BASE TRIM TO AVOID CRUSHING
TYPICAL SPLICE DETAIL OR DAMAGING IT UNTIL PANEL TO STRUCTURAL FASTENERS ARE INSTALLED DURING
INSTALLATION-
EAVE
TYPICAL
WALL PAT,'
ITEM
DRAWING
NUMBER
DRAWING TITLE
BASE ANGLE BASE TRIM
1
P-061605
IBASE TRIM INSTALLATION - LAPPED AND OR NOTI:HED AT FOUNDATION
2
P-061513
19ASE TRIM INSTALLATION - FLUSH FOUNDATION TOP OF WALL
3
P-051645
1 DBL WALL BASE TRIM INSTALL - LIPPED AND/OR NOTCHED AT FOUNDATION
4
P-081849
JOEIL WALL BASE TRIM INSTALLATION -FLUSH FOUNDATION TOP OF WALL
GENERAL INSTALLATION
7
P-105178
LOCK -RIVET SUBSTITUTION - AT CONTINUOUS PURLINART LAPS
8
P-080519
WALL PANEL SPLICE DETAILS
10
P-080873
GENERAL INSTALLATION - TORX FASTENERS
11
P-0813M
SELF-DRILUNG SCREW - MINI POINT - DADE COUNTY FLORIDA
12
P-081432
WALL PANEL INSTALLATION - DADE COUNTY FLA.
TRANSITIONS
13
P-106M
LENGTH EXTENSION - TYPE I - TYPE 11
14
P-030174
ROOF TO WALL TRANSITION - BUTLERS 11 ROOF ONO
15
P-080818
ALL WALLS - WALL PANEL CALCULATOR - ROOF TO WALL TRANSITION
15
P-061584
IRDOF TO WALL TRANSITION - MR-24 CMR-24 ROOF(ONLY)
WALL AOCESSORIES
17
P-104219
OVERHEAD DOOR PANEIINO
18
P-104557
SOFFIT SUPPORT INSTALLATION
19
P-080899
WALL LITE+PANL
20
P-060913
S X Z LOUVER INSTALLATION
21
P-081079
VANOOW PANEL CUTOUTS
22
P-051050
WINDOW INSTALLATION
23
P-081051
IWNDOW INSUTA11ON AND CLOSURES
24
P-031359
ROOF - WALL CANOPY FLASHING GETS, - BUTLERIS II - SHAODWALL
25
P-081372
BRII KNOCK -DOWN AND PRE ASSEMBLED HM DOORS - PANEL AND TRIM
25
B-0613W
KNOCK-DONM OR PRE ASSEM. HM DOOR - W/ V-G OR LESS GIRT/ALL WALLS
27
B-081495
KNOCK -DOWN HM DOOR FRAME INSTALL - AT 7'-6' CIRT LOCATION/ALL WALLS
28
8-081496
KNOCK -DOWN HM BOOR FRAME INSTALL - IMTHOUT 7'-B' GIRT/ALL WALLS
29
2-081407
KNOCK-DONM HM DOOR FRAME AND LEAF - ASSflABLY/ALL WALLS
30
P-08104
BRII KD_ AND PA. HOLLOW METAL DOOR PANEL AND TRIM -HIGH VELOCITY HURRICANE ZONE
INSIDE FINISH AND INSULATION
31
P-10A01
7-600 THERMAX BOARD
-32-
P=107102-
RIGID -INSULATION- INSIDE -GIRT - - - - - --
33
P-080234
MOD-36 - BUTLEMB 11 - LINER PANEL INSTALLATION
34
P-051157
MOD-36 - BUTLERIS II - WALL LINER PANEL - LENGRf CALCULATIONS
NOTE:
ONLY THD5E DRAYANGS REQUIRED SPE13FICALLY ON A OVEN BUILDING ORDER VALL BE FURNISHED WITH THE ORDER,
REMOVE CARDBOARD
PACKAGING MATERIAL
LOWER TRAY FROM
ROTATE LEFT FRAME
SUPPORT COUNTER—
CONTINUE TO ROTATE LEFT FRAME
NESTED UPRIGHT
CLOCKWISE TO UNFOLD
SUPPORT CLOCKWISE TO AUGN HOLES
CUT THROUGH PLASTIC
SHIPPING POSITION
POSI
USED WITH THE GUNK RELEASE PIN
TIES USED TO SECURE
NOTE: ORIENT TRAY
SEAMER PLATFORM
ASSEMBLY DURING SHIPMENT
WITH WARNING
LABEL FACE UP
PEMO
ROTATE RIGHT FRAME
'
W
nVE
FOAM
SUPPORT CLOCKWISE
TO UNFOLD AND ALIGN
HOLj WITH
RELEASE
r I
PED
QUICK INTME
1
11
42,
-
LOCATE HOLES THAT CORRESPOND WITH THE
PANEL WIDTH (TYPICAL. 241 IN 901H SUPPORT
FRAMES THEN ALIGN TD ALLOW INSTALLATION OF
QUICK RELEASE PINS
IMPORTANT,
QUICK RELEASE PINS MUST
ALWAYS BE IN PLACE BEFORE
ATTEMPTING TO PLACE ROOF
RUNNER ON STARTING PLATFORM
STEP 1 STEP 2 STEP 3 \�� IV STEP 4
REMOVAL OF PACKAGING MATERIAL AND PLASTIC TIES LOWER TRAY AND UNFOLD LEFT FRAME SUPPORT UNFOLD RIGHT FRAME SUPPORT ALLIGN SUPPORT FRAMES FOR WICK RELEASE PIN INSTALLA11ON
LOCATE
IL(l RELEASE PINS
ATTACHEDD TO TES
STEM CABLES
STEP 5
INSTALL GUN]( RELEASE PIN TO BOTH SUPPORT FRAMES
RIGHT HAND PANELS -
EXPANDABLE RIDGE BUILDINGS
(SEAM UP SLOPE)-\
RIGHT NAND PANELS-- --
SEAMED RIDGE BUILDINGS
(SEAM UP SLOPE) -1 ,
RIGHT HAND
PANELS -
RIGHT HAND PANELS -
EXPANDABLE RIDGE BUILDINGS
(SEAM UP SLOPE)
LEFT HAND PANELS -
SEAMED RIDGE
BUILDINGS OR HANDED
PANET.S W/EXPANDABLE
HOGE (SEAM DOMN
SECURING THE SEAMEN PLATFORM
(TYP. AT INTERMEDIATE LOCATION)
LOCATE TABS ON
OUISDE OF PANEL
(BOTH SIDES)
DETAIL-2 LOCATE END TAG OF CHANNEL
NEXT TD PANEL SEMI THEN
MAKE SURE TO BUTT TRAY
SECURING THE SUMER PLATFORM SECURE WITH LOCKING PLIERS
TO END OF PANEL BEFORE
(TYP. AT ENDWALL TRIM)
SECURING C=C AMPS-- - —GENERAL-NOTES:--- -- - -- --
---
RIGHT HAND PANELS -
EXPANDABLE RIDGE BUILDINGS
(SEAM UP SLOPE)
` SEAMER PLATFORM
SECURED TO PERFORM
SEAMING GPERATION AT
ENO
WALL TRIM LOCATION
(UP SLOPE) SEE DETAIL-2
---NOTE' ONLY ONE: EN W111 SIS EAMED IRED PER
AND PROJECT,
PLATFORM
LID DABLE RIDGE�
TWOELS WTH PLATFORMS ARE RECOMMENDED.
SECURING SEAMER PLATFORM
FDR START AND ENDING OF SEAMEN OPERATION
1. THE MR-24. SEAMER PLATFORM IS DESIGNED FOR STARTING AND REMOVING THE SEAMER AT THE SAVE.
2, THE SUMER PLATFORM SUPPORTS THE ROOF RUNNER OUT BEYOND THE END OF THE PANEL AND ALIGNS IT NTH THE ROOF SLOPE WHEN
SEAMING THE SEAM. THIS SEAMER PLATFORM IS ALSO DESIGNED TO SAFELY CATCH THE ROOF RUNNER WHEN RUNNING IT OFF AT THE EAVE.
3, THE 5EAMER PLATFORM 15 A PURCHASE ITEM AND 15 RE TO BE RETURNED.
ASSEMBLY NOIM
1. THE MR-24 SEAMIER PLATFORM COMES ASSEMBLED AND PARTIALLY ENCLOSED WTH A CARDBOARD BDX PROTECTING THE FRAME AND TRAY
AREA, ALONG WITH FOAM WRAP SURROUNDING THE TAPERED ENDS OF THE LEFT AND RIGHT FRAME SUPPORTS REMOVE ALL PROTECTIVE
MATERIAL IN THESE AREAS, THEN USING WIRE CUTTERS, CAREFULLY CUT THROUGH THE PLASTIC TIES USED TO SECURE THE FRAME DURING
SHIPMENT, SEE STEP 1. BE CAREFUL NOT TO CUT THROUGH ANY CABLES, RINGS OR HARDWARE USED TO SECURE AND STABILIZE THE
SUMER PLATFORM DURING USE:
2. ONCE ALL PAC(INC MATERIALS HAVE BEEN REMOVED, FOLLOW STEPS 2 THROUGH STEP 5 TO UNFOLD THE SUMER PLATFORM AND PROPERLY
ORIENT THE PLATFORM TRAY (WARNING LABEL FACE UP) ALONG WITH BOTH FRAME SUPPORTS TO ALLOW FOR INSTALLATION OF QUICK RELEASE
PINS.
SECURING THE SEAMER PLATFORM:
1. BEFORE PLACING PLATFORM ON END OF PANEL, ROTATE BOTH FRAME SUPPORTS AND ATTACH QUICK RELEASE PIN IN HOLE CORRESPONDING
WITH PANEL WIDTH BEING CLAMPED TO.
2. PLACE THE SEAMER PLATFORM AT THE END OF THE CORRUGATION TO BE SEAMED. INSERT THE CORRUGATION SUPPORT (ON THE PLATFORM
TRAY) INTO THE PANEL CORRUGATION AND PULL THE PLATFORM UPSLOPE TIGHT AGAINST THE EDGE OF THE ROOF PANEL
3. LOCATE THE SLOTS OF THE SUPPORT FRAMES M THE ADJACENT PANEL SEAMS (SEE DETAIL 1 AND DETAIL 2� THEN CLAMP THE LOCKING
PLIERS WITHIN THE CHANNEL. THE L.00WNG PLIERS SHOULD BE POSITIONED SNUG AGAINST THE BOTTOM OF THE CHANNEL WHILE APPLYING
DOWNWARD FORCE TO THE FRAME SUPPORT, TO PROVIDE MAXIMUM SURFACE GRIP AT THE PANEL SEAM. ALWAYS DOUBLE CHECK THIS
CONNECTION TO MAINTAIN A SAFE AND SECURE ATTACHMENT OF THE SUMER PLATFORM TO THE ROOF.
4. IF THE CORRUGATION TO BE SEAMED IS AT THE ENDWALL TRIM, REMOVE THE SUPPORT FRAME LOCKING PIN AND ROTATE THE SUPPORT FRAME
BACK TO THE ENDWALL TRIM SEAM. THEN CLAMP THE LOCKING PLIERS ON THE TAB OF THE SUPPORT FRAME AND 1HE BNDWALL TRIM SEAM.
ALSO CLAMP AND SECURE THE 01HER SUPPORT FRAME ON THE ADJACENT PANEL SEAM.
STEP 1
MRCING CUP (630178)
IF PANE17 _
m
BOTTOM EDGE OF WALL
SECTION —A
I
STEP 7_
INSIDE SURFACE
OF GABLE TRIM-
EMARK LOCATIONS FOR
REINFORCING CLIPS (630179)
LOCATING REINFORCING CLIPS
STEP 5
WALL PANEL (VARIES)
FLAT OF ROOF PANEL1 I
`GABLE TRIM
t4-14
ASSEMBLY
X 3/4 T-3D
TORX SOS (097364)
SEE PIC70MAL VIEW
�� ABOVE FOR SPACING
i
i � 4
FIELD MARK LINE
(LOCATED AT BOTTOM EDGE
OF GABLE TRIM ASSEMBLY)
INSTALLATION OF GABLE TRIM ASSEMBLY
GABLE TRIM
12-14 X 1-1/4
T-30 STO. PT.
TORX DS (D97�85)
SE CRITICAL
DETAIL BELOW
WALL ADAPTER
1/4-U X 3/4 TORX SDS (097394)
ADDITIONAL FASTENERS REQUIRED
TO ATTACH WALL ADAPTER TO WAIL
PANES. (SEE PICTORIAL VIEW]
WALL PANEL (VARIES)
ASSEMBLING WALL ADAPTER TO GABLE TRI
STEP 3
CABLE TRIM
n
GABLE TRIM PICTORIAL VIEW
STEP 4
GABLE TRIM
LDCATE REINFORCING
CLIP 630179 ON
LDCATION MARKS AS INSTALL PAINTED 730
SHOWN IN STEP 1 TORX SELF DRILLING
Q SCREW (097365)
ADAPTER
SEE CRITICAL.
DETAIL 8E101
TEMPORARY
TEMPORARY WALL ADAPTS FCLAMP
C-CLAMP
Q OF-RFINFITRT MINT P.I-IP — - — --FACTFNINr-RFINFf-)Rr hAI=NT-r`I-IP-
REINFORCING CUP (0630179) MUST ENGAGE WITH
WALL ADAPTER WN N PROPERLY INSTALLED
ERECTION =UENCE:
STEP 1
REINFORCING CUP (030179)
MARK LOCATIONS OF THE REINFORCING CUP (830179) ON THE INSIDE SURFACE OF CABLE TRIM,
EW GABLE TRIM
STEP 2
ATTACH WALL ADAPTERS TO GABLE TRIM BY SLIDING THE WALL ADAPTERS ONTO ME GABLE TRIM. DO NOT SLAP THE WALL ADAPTER ON
q
THE GABLE: TRIM.
�C Y
FASTENER LO 0
STEP 3
POSITION REINFORCING CLIPS (630179) AS LOCATED IN STEP 1. TEMPORARILY HOLD THE REINFORCING CLIP IN PLACE BY USE OF A
O-CLAMP. BE SURE WHEN POSITIONING C-CLAMP THAT YOU ALLOW AMPLE CLEARANCE FOR A SELF DRIWNG SCREW (SEE STEP 4). BE
CAREFUL NOT TO SCRATCH PANTED SURFACE OF GABLE TRIM,
STEP 4
WITH TEMPORARY C-CLAMP IN PLACE FASTEN REINFORCING CLAMP (830179) TO GABLE TRIM WITH A PAINTED T-30 SELF DRIWNG SCREW
(097365). USE CAUTION TO LOCATE FASTENER AS SHOWN IN CRITICAL DETAIL
BOTTOM
STEP a
MEASURE DOWN 6-1/2" FROM THE FLAT OF THE ROOF PANEL AND MARK A LINE USING WASHABLE CHALK ON THE ENDWALL PANELS,
INSTALL THE COMPLETED CABLE TRIM ASSEMBLY ONTO ENDWALL USING THE CHALK LINE AS A WIDE FOR THE BOTTOM EDGE OF THE CABLE
WALL ADAPTER
CRITICAL DETAIL
TRIM ASSEMBLY. FASTEN GABLE TRIM ASSEMBLY TO ENDWALL PANELS USING 1/4-14. X 3/4 T-30 TDRX SELF DRILLING SCREW (097354J
SEE ENDWALL TRIM PICTORIAL VIEW FOR PLACEMENT OF FASTENERS REMOVE ANY EXPOSED CHALK LINE MARKS AND ATTACH GABLE TRIM
TD ROOF PANEL AS REQUIRED.
CUP ENGAGEMENT AND FASTENER LOCATION
EW TRIM REINFORCING CLIP
FOR HIGH WIND LOAD APPLICATIONS - ALL ROOFS
owvR m
aco m er
GROUP RUA9ER. 01-001-01
JLH
rn 21 10
1 03 az 1B
8 & 5' H.M. DOOR WIDTH 5' 2' r3-3/4' 3-3/t' r2'
FIELD LOCATE I O.H. DOOR WIDTH I I I
I I (SHOWN)GLE 3-07. 3'-B'• 'F-0 BASE ANGLE
OR 4' a (OPTIONAL) 2-1/4' OR 4' (OPTONAL) DR W-0' 2 MASONRY (TYPICAL) DR
MASONRY BASE MASONRY --------------- -� (sTuwN)
ANCHOR p CHANNEL ANCHOR f 04ANNEL —
BASE TRIM 3/4' NOTCH A FLOOR BASE TRIM 3/4' LAP pDOUBLE WALL FLOOR LINE OR -==========e== - _--------------- --
(B1D12) .;. Tv
-� E (BID12) -DOUBLE WALL, -- -� TOP OF W ___________-- BASE TRIM
� - - ALL
a - BASE TRIM I/ rl/4!
►:�'::. ?; •' .+::t BASE TRIM CUTOUTS FOR DOOR OPENINGS I EDGE aF NOTCHED
,•_.,., .-,. BASE ANGLE. FOUNDATION
FIELD FORM ;i;�.�;� •• ::•.,: 1 •r• FR:LD FORM :a+,.. (SHOWN)
SPLICE •"' ' . !. �" ' ' ' • SEAL JOINT NTHSPLICE
■ „ BASE ANGLE (BA225) FLOOR LINE OR PANLASTIC (025390)
FLASHING p _2 {BASS) ANGLE FLASHING TOP OF WALL /-
(SF) MAX (SFj APPLY SEALANT (025392) = I SPLICE
CONTINUOUS (2) PLACES OPTIONAL " O FLASHING
APPLY SEALANT (025382) FOUNDATION y d - APPLY SEALANT
CONTINUOUS (2) PLACES SECTION A —A N0T0(025392) g i
t' lW} • I I aYarCONTINUOUSLYSECTION A —A (LAPPED FONA
(NOTCHED FOUNDATION) o¢ LL
o
'- 1----- ------------- DOUBLE WALL F
FIELD NOTCH
HORIZONTAL
LEG OF BASE
ANGLE AT COLUMN
OR144•�
s
2' 10-1/2. 2"
BAY LENGTH i BAY LENGTH
WI DESPAN
S.W. COLUMN OR EW. POST
(WITH INSET ARTS)
FIELD LOCATE
MASONRY ANCHOR
BASE ANGLE
OR BASE
CHANNEL
/rPANLASIIC (D25390)
/-FIELD CUT AND FORM
/ SPLICE FLASHING
(SF) AS SHOWN
LLAP HASE ]RIM
OPTIONAL AT CORNER AS SHOWN
FOUNDATION IN LAP DETAIL BASE
ANGLE
NOTCH INSIDE CORNER DETAIL (BA225)
(SEE CUT DETAILS A AND B BELOW)
FIELD CUT END OF BASE FIELD CUT ENO OF BASE
TRIM IF REQUIRED TRIM IF REQUIRED
DOUBLE WALL DOUBLE WALL BASE
[BASE TRIM (131012) TRIM (BT1YI2) -1 ,
z-1/2•
DETAIL A
BASE TRIM FIELD WORK —
RIGHT SIDE OF INSIDE CORNER
z-1/2
DETAIL B
BASE TRIM FIELD WORK —
LEFT SIDE OF INSIDE CORNER
OF BASE ANGLE
FOR OORNER NNDPOST
CORNER. SEE DETAIL 9
FIELD FORM AND
SPLICE FLASHING
BETWEEN BASE TI
AND FOUNDATION
TRM FOR SNUG F
EDGE OF NOTCHED
FOUNDATION BASE TRIM
LAP DETAILv
INTERWEAVE LAYERS OF DOUBLE
WALL BASE TRIM AS SHOWN WHEN
MAKING LAP AT INSIDE CORNER
SEALANT (025392)
BOTTOM AND TOP LEG
OF SPLICE FLASHING —
OUTSIDE CORNER DETAIL
(NOTCHED FOUNDATION SHOWN)
LAYUUI
(BASE ANGLE AND BASE TRIM) NOTES
1. BUILDING STRUCTURALS MUST BE SQUARE AND PLUMB AT BOTH ENDS OF EW
AND SW ORTS.
ILUNG SCREWS
2. INSTALL BASE ANGLE FIRST:
IFOR 13UTLERIS D
BASE ANGLE (3A225) HAS A NOMINAL 25'—C COVERAGE (24-11-1/2' ACTUAL
KIWALL AND
LENGTH). FIELD CUT ALL BASE ANGLES AS REQUIRED. EXTREME CARE MUST BE
j FOR STYLWALL II
EXERCISED TO INSURE PROPER ALGNMENT AT 5PUCES AND CORNERSx SHIFT BASE
ANGLE OR BASE GIRT HOLES 1-1/2' OFF MODULE FOR UNPUNCHED BUTLERIB II
OR SHADOWALL PANELS.
3. BASE ANGLE ATTACHMENT:
BASE ANGLE
A MINUMUM SHEAR STRENGTH OF 210 POUNDS PER LINEAL FOOT MUST BE
(SHOWN)
MAINTAINED. THE RECOMMENDED ATTACHMENT OF 1HE BASE ANGLE TO THE
FOUNDATION 15 BY USE OF DRILL —IN TYPE MASONRY ANCHORS, SUCH AS
iTAOR
LINE OR
TAPCCN 1/47 CIA. X 1-1/4•' LONG OR EQUAL
NOTE MASONRY ANCHORS ARE N0T FURNISHED BY B.MC.
WO' OF
4, DOUBLE WALL BASE TRIM (OM12) PROVIDES 127-0' COVERAGEALL
fr—,
5. DOUBLE WALL CORNER BASE TRIMS (BTD2L) AND (BTD2R��MUST BE FIELD SPLICED
AT OUTSIDE CORNER. CORNER BASE TRIMS PROVIDE 2'— COVERAGES.
INSTALL CORNER BASE TRIMS FIRST AND PROCEED IN DIRECTION INDICATm PATH
ARROWS LAST BASE TRIM MAY REQUIRE FIELD CUT TO BUTT NTH CORNER BASE TRIM.
NT
(025302)
7• EXTREME CARE SHOULD BE USED TO INSURE PROPER ALIGNMENT OF BASE TRIM,
ESPEOALLY AT CORNERS. (SEE SPLICE DETAIL).
B. TEMPORARILY PROVIDE SUPPORT FOR BOTTOM OF BASE TRIM TO AVOID CRUSHING
—OPTIONAL
OR DAMAGING IT UNTIL PANEL TO STRUCTURAL FASTENERS ARE INSTALLED DURING
TYPICAL SPLICE DETAIL FOUNDATION INSTALLATION.
NOTCH
SAFETY PRECAUTIONS
SAFETY MUST BE A PRIME CONCERN THROUGHOUT THE ENTIRE ERECTION PROCESS. THESE INSTRUCTIONS CONTAIN SAFETY INFORMATION
THAT 15 IMPORTANT FOR ALL WORKERS TO KNOW AND UNDERSTAND, IN ADDITION, LOCAL, STATE AND OSHA SAFETY REGULATIONS MUST
BE FOLLOWED AT ALL TIMES. THE ERECTION CONTRACTOR HAS THE ULTIMATE RESPONSIBILITY FOR THE SAFETY OF THE WORKERS AND
MUST COMPLY WITH ALL APPLICABLE SAFETY REGULATIONS
RECOGNIZE SAFETY INFORMATION
ATHIS 15 THE SAFETY -ALERT SYMBOL, WHEN YOU SEE THIS SYMBOL IN THESE INSTRUCTION, BE ALERT TO THE POTENTIAL FOR
PERSONAL INJURY. FOLLOW RECOMMENDED PRECAUTIONS AND SAFE PRACTICES.
FOLLOW SAFETY INSTRUCTIONS
CAREFULLY READ ALL SAFETY MESSAGES IN THESE INSTRUCTIONS AS WELL A5 MR-24 ERECTION MANUA4 ALL APPLICABLE DRAWINGS
AND THE ROORNC WORK SAFETY INSTRUCTIONS AND ROOF PANEL WARNING LABEL THAT ARE SHIPPED WITH THE ROOF MATERIALS,
THE FOLLOWING WARNING DECAL 15 ATTACHED TO THE SEAMER PLATFORM PAN.
MTN THE LEFT FOOT ON THE PANEL AND
THE RIGHT FOOT BRACED AGAINST THE
PLATFORM LEG, PLACE THE REAR NYLON
WHEEL OF THE ROOF RUNNER ON THE
CORRUGATION, ROLL THE ROOF RUNNER
OUT ONTO THE PLATFORM KEEPING BODY
WEIGHT UPSLOPE OF THE LEFT LEG.
NEVER ATTEMPT TO LIFT
THE ROOF RUNNER OVER
THE TOP OF THE SEAMER
PLATFORM CROSS BAR
k�:FRGM ANY DIRECTION
• DD NDT STEP ON PLATFORM PAN.
■ DO NOT LEAN ON PLATFORM.
•DO NOT STRADDLE PLATFORM LEGS.
FAILURE TO HEM THESE WARNINGS CAN RESULT IN SERIOUS
-MAKE SURE LOCKING PLIERS ARE
SECURELY CLAMPED ONTO PANELS
INJURY OR EVEN DEATH.
IF THE WARNING DECAL BECOMES ILLEGIBLE, ORDER A FREE
A WARNING: NEVER STRADDLE THE PLATFORM OR COUNTERBALANCE THE ROOF RUNNER WITH YOUR WBGHL
-ALWAYS USE FALL PROTECTION.
REPLACEMENT FROM THE ROOF RUNNER OPERATIONS DEPARTMENT.
IMPORTANT:
OORRUCATION SUPPORT MUST BE FULLY
INSERTED INTO CORRUGATION.
1.
IN ADDITION, FOLLOW THESE GUIDELINES DURING ALL ROOF RUNNER SEAMING OPERATONS;
• ALWAYS USE FALL PROTECTION AND WALKBOARDS WHEN INSTALUNG PANELS OR WORKING NEAR ROOF EDGES,
• MAKE SURE SEAMING FOLOWS LAYING OF PANELS AS CLOSELY AS POSSIBLE AND USE FALL PROTECTION.
■ LOCKING PLIERS (NOT BY BUTLER MANUFACTURING COMPANY) USED T4 ATTACH SEAMER PLATFORM TO PANELS MUST BE IN
GOOD CONDITION AND ADJUSTED TO RESIST A GOOD HARD PULL (BO POUNDS). ALWAYS DOUBLE CHECK SECURENESS OF
LOCKING PLIERS EACH TIME THE SEAMER PLATFORM IS SECURED TO THE ROOF CORRUGATIONS.
• NEVER STEP ON THE SEAMER PLATFORM PAN.
• NEVER 'RIDE' THE ROOF RUNNER OR BLOCK VENTS ON THE MOTOR IN ANY WAY.
• PANELS NOT FULLY SEAMED CAN COLLAPSE OR SLIDE OUT FROM UNDER YOU. ALWAYS USE FALL PROTECTION AND WALKBOARDS
WHEN INSTALLING PANELS OR WOFMING NEAR ROOF EDGES MAKE SURE SEAMING FOLLOWS THE LAYING OF PANELS AS CLOSELY
--
AWARNING:
NEVER TIE POWER CORDS TOGETHER OR TO THE ROOF RUNNER
A CAUTION:
KEEP THE PATH OF THE ROOF RUNNER CLEAR AT ALL TIMES AND POWER CORDS FREE OF ENTANGLEMENTS.
A NON -LOCKING PLUG IS SUPPLIED SO THAT IT WILL UNPLUG ITSELF SHOULD THE POWER CORD BECOME
NOT THIS SAFETY ATURE IYINC THE �ED THE GR LEAD OR
�LATONALLY, TOWINGAT
TOTHEROOD. F RUNNER0 OF THE POWER CORDY (S) SE IMPROPER SUMS TO BE
FORMED.
AWARNING:
DON'T RDE THE ROOF RUNNER OR BLOCK VENTS ON THE MOTOR IN ANY WAY.
A WARNING: PANELS NOT FULLY SEAMED CAN COLLAPSE OR SLIDE CUT FROM UNDER YOU. ALWAYS USE FALL PROTECTION
AND WALKBOARDS WHEN INSTALLING PANELS OR WORKING NEAR ROOF EDGES MAKE SURE SEAMING FOLLOWS
THE LAYING OF PANELS AS CLOSELY AS POSSIBLE.
ACAUTION: ALL ELECTRICAL SERVICE MUST BE PROPERLY GROUNDED, AND MUST INCLUDE A GROUND FAULT INTERRUPTERI
SAC
Sqw �
A((
ON OPPOSITE SLOPES IN THE OPPOSITE DIRECTION
(PREFERRED METHOD OF INSTALLATION)
INSTALLATION OF (HANDED) MR-24
ON OPPOSITE SLOPES IN THE OPPOSITE DIRECTION
THE AREA BELOW
WHERE A STARTING
PLATFORM IS BEING
USED MUST BE
DESIGNATED A WORK
D(CLUSIGN ZONE
DENOTES AREA
13MOW WORK
EXCLUSION ZONE
THE OPERATOR'S WORKING
POSITION IS SLIGHTLY AHEAD
\ AND TO THE RIGHT OF THE
f) ROOF RUNNER - HE 94OULD
KEEP HIS EYE ON THE FRONT
GUIDE WHEEL AND IF IT STOPS
TURNING, THE ROOF RUNNER
COULD RIDE UP OFF OF THE
SEAM. HAND PRESSURE ON
THE FRONT HANDLE VU.
USUALLY CORRECT 1HISR IF
NOT. SHUT OFF MOTOR AND
DETERMINE THE PROBLEM
IN, BEFORE PROCEEDINGL
ENGAGE DERAILER
OVER MR-24 SEAMED
CORRUGATION ON
OPPOSITE SIOE OF
RIDGE WHERE
ROOF RUNNER IS
TO BE REMOVED
CROSS SECTION
DERAILER AND ROOF RUNNER AT RIDGE
INSTALLAITON OF (SEAMED RIDGE) MR-24 ROOF RUNNER CLEARANCES
ON OPPOSITE SLOPES IN THE SAME DIRECTION
ROOF RUNNER DESCRIPTION
THE ROOF RUNNER IS A FOUR STAND, PORTABLE: ROLL FORMING MACHINE THAT JOINS THE MR-24 ROOF PANELS
TOGETHER BY MAKING A DOUBLE LOCK SENT OF THE VERTICAL LEGS OF THE PANEL HALF CORRUGATION& IT IS
POBERED BY AN nECERIC MOTOR AND I004S APPROXIMATELY 70 POUNDS (72 POUNDS IN ITS SHIPPING BOX).
ITS AVERAGE FORMING SPEED 15 13 FEET PER MINUTE AT 120V.
IT IS LEASED FROM AND REMAINS THE PROPERTY OF BUTLER MANUFACTURING M FOR LOSS VALUE SEE LEASE
AGREEMENT.
PAINTED PANELS
PRIOR TO USE ON 1'AINTV MR-24 PANELS, PLEASE CONTACT ROOF RUNNER OPERATIONS 815-753-OBIT PAINTED
MATERIAL PRESENTS SPECIAL CONDITIONS THAT REQUIRE NEW OR NEARLY NEW FEED W41ml IF YOU ALREADY HAVE
A MACHINE, FEEO WHEELS WILL BE SUPPLIED FOR FIELD INSTALLATION OR A REPLACEMENT MACHINE WILL BE FURNISHED
IN ANY CASE, THERE 15 NO ADDITIONAL CHARGE FOR THIS UPGRADE AND IT WORKS FINE WITH UNPAINTED MR-24,
22 GA. ROOF RUNNERS DD NOT REQUIRE UPGRADING FOR PAINTED PANELS,
THE SEAMING OPERATION
SEAMING WITH THE ROOF RUNNER CAN BEGIN AS SOON AS SUFFICIENT ROWS OF PANELS ARE LAYER IN PLACE TD
PERMIT OPERATION OF THE ROOF RUNNER WITHOUT INTERFERENCE IM7H THE CREW LAYING THE PANELS.
IMPORTANT. REFER 10 THE MR-24 INSTALLATION MANUAL AND THE ERECTION DRAWINGS FOR MORE SPECIFIC INFORMATION
ON PANEL INSTALLATION, CLIP ATTACHMENT. MASTIC PLACEMENT. ETC.
1. PANELS AND CUP TABS MUST BE PROPERLY ENGAGED AND REMAIN IN POSITION DURING THE SEAMING OPERATION.
IF NECESSARY, USE LOCKING PLIERS TO HOLD THE PANELS IN POSITION.
2. BEFORE BEGINING THE SEAMING OPERATION, THE ENDS OF THE PANELS MUST BE CRIMPED TOGMER. TWISTING THE
END SLIGHTLY IN THE DIRECTION OF SEAMING, CHECK FOR THE PIGTAIL OF PAMASTIC IN THE SEAM LAP.
AST IN THE
ACTION OF SEAM
CRIMP
ENDS
TOGETHER
3. ALWAYS KEEP THE TWO PANEL EDGES ENGAGED. IF THEY BECOME DISENGAGES, STOP THE ROOF RUNNER OPERATION
AND CORRECT THE PROBLEM IMMEDIATELY,
PANEL AND SPLICES REQUIRE SPECIAL ATTENTION - IMPROPERLY PLACED ON
EXCESS MASTIC WILL BE PICKM UP BY THE ROOF RUNNER MACHINE MAKING
THE WAMING PROCESS MORE DIFFICULT. THE UPPER PANELS MUST FIT INTO
THE LOWER PANELS NOTCHES TO MINIMIZE THE MATERIAL THICKNESS TO BE
SEAMED, BE SURE TD CRIMP THE PANEL LIPS SHUT AT THE JOINT 1O PREVENT CRIMP
THE POSSIBILITY OF THE UPSLOPE END JAMMING IN THE MACHINE: SHUT
AVOID ROOF TRAFRC DISTORTION TO THE PANELS BEING SEAMED. KEEP ROOF TRAFFIC AWAY FROM THE ROOF RUNNER,
IMPORTANT- THE OPERATOR SHOULD STAY IN A POSITION THAT MINIMIZES TRAFFIC DISTORTION, THE BEST POSITION IS
4' TO 5' AHEAD, TO THE RIGHT OF THE ROOF RUNNER ON A FULLY SEAMED PANEL FROM THIS POSITION.
THE OPERATOR CAN:
■ KEEP PANELS ENGAGED
• WATCH SEAM AND ROOF RUNNER
— ---STOP .MACHINE -AS -NECESSARY
■ HOLD DOWN FRONT OF MACHINE ACROSS LAPS - — — - --- — —
+ WORK FROM SAFEST POSITION ON A STABLE PANEL
LOOK -SEAM SEQUENCE
THE FOLLOWING SERIES OF ILLUSTRATIONS SHOW THE LOCK -SEAM SEQUENCE PERFORMED BY THE ROOF RUNNER AS
IT PROGRESSES ALONG THE LENGTH OF THE PANEL CORRUGATION.
r90' 13S
ASSEMBLED JOINT 1ST STAND 2ND STAND 3RO STAND t7H STAND
(PRIOR TO SEAMING) COMPLETED DOUBLE
LOCK SEAM
ROOF RUNNER CLEARANCES
IN ORDER TO START OR REMOVE THE ROOF RUNNER IN CONDITIONS SUCH AS PARAPET WALLS OR OTHER OBSTRUCTION.
A MINIMUM CLEAR DISTANCE OF 18 INCHES IS REOUIRED THE MULTIPLE GUTTER CONDITION MLL REDUCE THIS DISTANCE
DEPENDING ON THE ROOF SLOPES USED.
A DISTANCE OF 4. OR 5 1/27 AT THE SIDE OF THE SEAM IS REWIRED FOR MACHINE CLEARANCE, 17 1/2■ IS NEEDED
FOR THE MACHINE TO PASS BENEATH OBSTRUCTION.
TIPS FOR TROUBLE FREE OPERATION
1. SAFE AND CORRECT SEAMING REWIRES ALL MACHINE OPERATORS TO BE FAMILIAR WITH THE MACHINE FEATURES. BE SURE
THEY ARE AWARE OF THE PROPER MATERIAL FLOW THROUGH THE FEED WHEELS SO THAT THEY CAN SP07 A MALFUNCTION
QUICKLY AND CAN CORRECT 115 CAUSE IMMEDIATELY, IMPROPER SEAMS LONGER THAN 5 FEET ARE DIFFICULT TO REPAIR AS
THEY INVOLVE THE PANEL CUPS AND TABS
2. ALWAYS USE A SEAMER PLATFORM,
3. MAKE SURE THE FEED WHEELS ARE KEPT CLEAN, ESPECIALLY ON PAINTED MATERIAL (SEE MAINTENANCE)
4, MANY SEAMING PROBLEMS ARE THE RESULT OF MIS -ALIGNED PURUNS AND/OR FRAMES A SUDDEN CHANGE IN DIRECTION
(1/4' IN 5) CAN CAUSE AN INCORRECT SEAM, A GOOD RULE TO FOLLOW IS TO 'STRING UNE' 1HE PURUN HOLES IN
EACH BAY BEFORE PANELING,'
9. BE SURE THE PANELS ARE PROPERLY ENGAGED PRIOR TO SEAMING. USE LOCKING PLIERS TO HOLD THEM IN POSITION AS
REQUIRED. SHOULD AN INCOMPLETE SEAM OCCUR, STOP THE ROOF RUNNER IMMEDIATELA AN INCOMPLETE SEAM CAN USUALLY
BE RESTARTED BY BENDING THE PANEL STEMS SEVERAL INCHES AHEAD OF THE SEAMER, IN THE DIRECTION OF SEAMING,
PUSH DOWN PINCH PANEL LIP AND BEND
VERTICAL STEMS TO SIMULATE
THE ACTION OF THE
SEAMERS FIRST STAND
10r i0 ZO'
D' TO IV
A 3/4'
Bunn
00
0
�rrrinnl_e
RE —STARTING INCOMPLETE SEAM
6. WATCH TO SEE THAT THE LARGE FRONT AND REAR GLIDE WHEELS ARE BEARING ON THE CORRUGATION. THE WHEELS SHOULD
TURN THROUGHOUT THE SEAMING OPERATION (AT CLIPS AND END SPLICES THEY MAY STOP MOMENTARILY, BUT SHOULD
RESUME TURNING AGAIN IMMEDIATELY).
7. CAM RELEASES ARE PROVIDED FOR THE PURPOSE OF DISENGAGING THE MACHINE FROM THE PANEL THEY SHOULD BE USED
ONLY WHEN ABSOLUTELY NECESSARY. A LARGE ADJUSTABLE WRENCH OR 30 MM SOCKET IS REQUIRED AND THE PROCESS
SHOULD BE DONE SLOWLY AND WITH GREAT CARE AS THERE ARE SEVERAL CAST PIECES INVOLVED THAT ARE UNDER HEAVY
SPRING PRESSURE, THESE PIECES WILL BREAK IF EXTREME CARE IS N07 USED TO RELEASE AND ENGAGE THE CAM.
P
- - - - - - - -- - --F Nye-- ----- - - ----- --- - -
8. PANEL AND SPLICES REQUIRE SPECIAL ATTENTION — IMPROPERLY PLACED OR EXCESS MASTIC WILL BE PICKED UP BY THE
ROOF RUNNER MACHINE MAKING THE SEAMING PROCESS MORE OFF1CULi THE UPPER PANELS MUST FI7INTO THE LOWER
PANELS NOTCHES TO MINIMIZE THE MATERIAL THICKNE55 TO BE SEAMED BE SURE TO CRIMP THE PANEL LIPS SHUT AT THE
JOINT TO PREVENT THE POSSIBILITY OF THE UPSLOPE END JAMING THE ROOF RUNNER MACHINE,
O�CRIMPSHUT
9. AVOID ROOF TRAFFIC DISTORTION TO THE PANELS BEING SEAMED. KEEP ROOF TRAFFIC AWAY FROM THE ROOF RUNNER
IMPORTANT THE OPERATOR SHOULD STAY IN A POSITION THAT MINIMIZES TRAFFIC DISTORTION. THE BEST POSTON IS 4' TO 5'
AHEAD, TO THE RIGHT OF THE ROOF RUNNER
THE OPERATOR CAN!
0 KEEP PANELS ENGAGED
■ WATCH SEAM AND ROOF RUNNER
■ STOP MACHINE AS NECESSARY
■ HOLD DOWN FRONT OF MACHINE ACROSS LAPS
■ WORK FROM SAFEST POSITION ON A STABLE PANEL
MAINTENANCE FOR THE SEAMER PLATFORM
ALL MAINTENANCE AND REPAIRS ARE THE RESPONSIBILITY OF THE BUILDER
THE SEAMER PLATFORM MUST BE MAINTAINED IN GOOD WORKING CONDITION IN ORDER TO FUNCTION PROPERLY AND SAFELY.
DO NOT ALLOW THE SEAMER PLATFORM TO BE DROPPED, BENT. OR IN ANY WAY BE DAMAGED.
REGULAR INSPECTION OF THE SEAMER PLATFORM IS ADVISABLE IN ORDER TO DISCOVER HIDDEN DAMAGE AND TO INSURE IT
IS IN GOOD WORKING ORDER
IF ANY DAMAGE TD THE SEAMER PLATFORM AFFECTS 115 SAFE USAGE, DO NOT CONTINUE TO USE 17.
TO PURCHASE A REPLACEMENT, CALL THE ROOF RUNNER OPERATIONS DEPARTMENT,
THE WARNING DECAL ON THE SEAMER PLATFORM MUST AM BE KEPT IN GOOD CONDITION. REPLACEMENTS MAY BE ORDERED,
FREE OF CHARGE, FROM THE ROOF RUNNER OPERATIONS DEPARTMENT (816-753-0515).
MAINTENANCE FOR THE ROOF RUNNER
ALL MAJOR MAINTENANCE AND REPAIRS WILL BE DONE BY BUTLER MANUFACTURING COMPANY — ROOF RUNNER OPERATIONS.
EACH MACHINE WILL BE CLEANED, WORN PARTS REPLACED, LUBRICATED, PAINTED, AND TESTED BEFORE BEING SHIPPED TO
INSURE RELIABLE PERFORMANCE ON THE JOB SITE
MINOR MAINTENANCE SUCH AS MASTIC REMOVAL, PROTECTION FROM MCI5IURE, DAMAGE, SHIPPING BOX CARE, ETC, ARE
SOLELY THE RESPONSIBILITY OF THE LESSF
ALL QUESTIONS PERTAINING TO THE BUTLER MANUFACTURING COMPANY
ROOF RUNNER SHOULD BE DIRECTED TCe 135M BOTTS ROAD
SPLEASE REFER TO SPECIFIC ROOF GRANDVIEW, MISSOURI MO
RRUNNERS BY SERIAL NUMBER ON
ALL CORRESPONDENCE) TEL: 818-783--0815
FAX 816-783-1717
ATTN! ROOF RUNNER CPS.
MASTIC REMOVAL — THE EIGHT FORMING WHEELS ON THE UNDERSIDE OF THE ROOF RUNNER MAY BE REMOVED FOR CLEANING
(AN 1' SHAPED METRIC HEX WRENCH IS FURNISHED WITH THE ROOF RUNNER TO REMOVE THE FEED WHEEL SET SCREWS).
THE FEED WHEELS, WASHERS, AND SET SCREWS CAN BE SOAKED IN A SOLVENT BATH TO REMOVE MASTICS. NAPTHA OR MINERAL
SPIRITS WILL EFFECTIVELY CUT BUTLER MASTICS. CAUTION — READ SOLVENT LABELS THOROUGHLY BEFORE USING_ 00 NOT 50AK
ANY OTHER PART OF THE ROOF RUNNER — SOLVENTS WILL ATTACK THE RUBBER SUPPORT WHEELS AND REMOVE THE LUBRICATING
ABILITY OF THE BRONZE BEARINGS IF SOAKED, THESE PARTS MAY BE CLEANED BY BRUSHING OR WIPING WITH SOLVENTS AND
SHOULD BE DRIED IMMEDIATELY. THE FOLLOWING SKETCHES SHOW THE PROPER ORIENTATION OF THE FEED WHEELS, KNURLING
DIRECTION, AND 01MER PARTS THAT CAN BE REMOVED FOR CLEANING. FEED WHEELS MUST BE RE —INSTALLED EXACTLY AS SHOWN
BEFORE THE MACHINE CAN FUNCTION PROPERLY.
PAINTED PANELS — FEED WHEELS MUST PENETRATE THE PAINTED SURFACE IN ORDER 10 GRIP THE PANEL AND MAKE THE SEAM.
THIS WILL LEAVE NON —OBJECTIONABLE TRACKS ON THE SEAM, A BUILD—UP OF PAINT CHIPS IN THE GROOVES OF THE FEED
WHEELS WILL OCCUR REQUIRING CONTINUOUS WIRE BRUSHING TO INSURE AN ADEQUATE GRIP DURING THE SEAMING PROCESS.
THE FREQUENCY OF CLEANING SHOULD BE DETERMINED BY THE MACHINE OPERATOR. MASTIC MUST NOT BE ALLOWED TQ
ACCUMULATE ON THE FEED WHEELS EVEN THOUGH THE MACHINE 15 FUNCTIONING PROPERLY. AS MASTICS BUILD UP, A CERTAIN
AMOUNF WILL MIGRATE TO THE INTERNAL PARTS CAUSING BINDING OF PARTS AND REQULIING IN IMPROPER FUNCTIONING.
INTERNAL CLEANING 15 CONSIDERED MAJOR MAINTENANCE: AND MUST BE DONE BY ROOF RUNNER OPERATIONS
FROM
REAR GUIDE
WHEEL NARROW
HALF ON
THIS SIDE
RUBBER
SUPPORT
WHEEL -
FRONT GUIDE
WHEEL NARROW
HALF ON
THIS SIDE
SUPPORT
WHEEL
BEVELED WASHER
FEID WHEELS
KEY
TYPICAL �--FEED WHEEL WASHER
ALL
FIGHT SET SCREW
LOCATIONS
-METRIC HEX, WRENCH
NOTICE THE ANGLED GROOVES IN THE FEED WHEELS,
THEY MUST BE RE -INSTALLED EXACTLY AS SHOWN]
WHEELS
GUIDE WHEELS AND RUBBER SUPPORT WHEELS
MAY ALSO BE REMOVED FOR CLEANING BY REMOVING
SNAP RINGS AND WITHDRAWING THE AXLES
CAP FLASHING CHART
WALL PANEL
CAP FLASHING
INSTALLATION DWG
BUIIERIB II
CPF15A
P-O613B9
SHADOWALL
CPF15A
P-0168a
STYLWALL
CPF15A
P-Galem
CAP FLASHING (1N5' COVERAGE)
PPAARTQNUMN (SEE STEP 2) R
ROOF TO WALL FLASHING -
(ARPPFIBI) (16 COVERAGE)
(SEE STEP 2
PANEL CLOSURE
SEE STEP 1 1
ROOF PANEL,
A
tl
1
1
1
FRAME LINE-
VSR II -ROOF PANEL
FIELD MODIFICATION OF
END PANEL CLOSURE
IS REQUIRED (REFER TO
SPECIFIC DRAWING FOR
FIELD WORK OONFICURATICN)
WALL PANEL
FIELD DRILL 9/16" DIA. HOLES
AS REQUIRED AND USE
1/2' X 1 1/2' A32ST BOLT (49D80)
AND NUT (47120) AT
2'-d• ac
TRANSTION
GIRT
PANEL
GENERAL NOTES:
1. IT IS IMPORTANT TO FORM A HIGH QUALITY WATER TIGHT
SEAL ALONG THE OPENINGS IN THE WALL PANEL FOR
ROOF TO WALL TRANSITION AND, LTPIEEN THE FLASHINCS
AND WALL PANEL.
2. IN AREAS WHERE APPEARANCE MAY 9E AN ISSUE; USE A
HIGH QUALITY SILICONE SEALANT TO MATCH PANEL
AND/OR FLASHING COLOR.
3. ATTACH CAP FLASHING WITH SIDS (097365) 2'-0" O.C.
(COLOR SUFFIX REQUIRED) LOCATE SDS TO AVOID ARM PAI
iO STRUCTURAL ATTACHINT.
4. SEE DRAWING P-081370 FOR CANOPY TO WALL TRANSITIONS El
CONCERNING THERMAWALL OR EMREWALL PANELS —
/4 X 1 1/4' HEX STEP 2 GENERAL NOTES: FEE DETAIL P O. OR 3
D. STD, PT, SIDS FOR CLOSEUP N PANEL
(09723D) (4) AT SPLICE PER PANEL TYPE
(097 D) (4 CLOSURE 1. DD NOT INSTALL PANEL CLOSURE ON END PANELS UNTIL
EACH(COLOR PANEL
C OSURE ENDWALL TRIM HAS BEEN INSTALLED. SOME FIELD WORK IS
REQUIRED AT ALL END LOCATIONS WHERE IT IS NECESSARY
FOR THE ENO OF THE CLOSURE TO ALIGN WITH A PARTICULAR
i PANEL CLOSURE FLASHING DETAIL OR RIDGE END CONDITION.
(ARPPCLA) dim
' STEP 2 INSTALLATION SEQUENCE: d
' CORRUGATION a
1. INSTALL LOCK5EAM PLUGS AT ROOF PANEL CORRUGATIONS
- - -- -PLUG A'PCPG - - - -- - - 2.-APPLY TAPE PANLASTIC-ALONG EDGE -OF -PANELS -AND OVER-
{FULL ORRUPLUGS USE CAFE IN LOCATING TAPE PANLASTIC SO THAT ONCE THE
ONTO CCORRUCA
GATION)PANEL CLOSURE HAS BEEN INSTALLED, THE TAPE 15 CENTERED UNDER
' UNDER THE BOTTOM FLANGE (SEE SECTION A -A).
a 3. INSTALL CLOSURES. USE GUN GRADE SEALANT AROUND JOINTS
OVER ALL
PL IGS VA PLUGS: SELF DRILLING SCREW /
4 FILL ALL PLUGS WITH GUN GRADE SEALANT UNTIL IT FLOWS CUT 097354) 1-0" D G
TAPE PANLASTIC J
OPPOSITE END. LCOLOR SUFFIX REQ'0)
SEE SE}
SEE SECTION A -A SELF DtaLUNG 1/9' X 1' TAPE
POR ALIONMENI) MREW (097354) PANLASTIC (D27893)
1'--0" 0.11 ``OOLOR
RACK UP STRAP SUFFIX RECED)
(S6U625 r---
I6" COVERAGE
FIELD NOTCH OUT UPPER
AND LOWER FLANGE
TO MA4= I 1 TAB. BEND 90'
LENGTH TO BE FLUSH
WITH GABLE TRIM.
AT ENOWALL TRIM
SEE NOTE: 3
lAAN9110N
GIRT
,
L O
� �
vP
4'a
y
0
1
IMPORTANT PANEL / TOP OF PURLIN
CLOSURE SELF ORILUNG
ADDITIONAL SEALANT (025392) (ARPPCLA) SCREW (097364) 1
REQUIRED AT THIS LOCATION (COLOR SUFFIX 1
�aN ' CLOSURE¶STEP 1-
CID __
PEQ'D}
CORRUGATION
SHOWN) -FILL ALL VS PLUG (ARPCPG)
TAPE-PANLASTIC
TAPE PAPLAS"C ROOF TO WALL 1 8` X 1' (027893) STEP 2
APPLY
SEALANT BACK uP T AUJ Of PAS FLASHING (ARPPF101)
(0 �392 OUT UNTIL STRAP 5} F �D
OPPOSITE END VSRII ROOF TO WALL CANOPY FLASHING
SECTION A -A FLASHING SPLICE 1 /4 TO 1 /2:12 SLOPE
WAIN Or CgaW MPNLWBM 05-020-D1
TAPE PANLASTIC ALIGNMENT POW BSN U p
GB D 11 03 14 17 P-081687 Q1
UPPER PANEL -
(UNPUNCHEO
AT BOTTOM IF
PUNCHED PANEL
IS REQUIRED)
APPLY SEALANT (016688)
FULL LENGTH TO UNDER
SIDE OF CAP FLASHING TO
FORM A WATER TIGHT SEAL
PANEL TO STRl�WRAL
FASTENER 1'-0 O.C.
REPEAT AT EACH
UGATION AT
ALL STRUCTURALS)
SEE WALL ELEVATION
WG. FOR FASTENER
CALLOUT)
FLASHING LONER PANEL -3
(UNPUNCHED AT
TOP IF PUNCHED
PANEL IS REQUIRED)
FOAM CLMFE -
00731)
-0' LONG)
INSTALL WITH WALL
E10 NOTCH PANEL
' TO RECEIVE CAP '
FLASHING
EW CF CANOPY EW OF CANCPY
' WHEN EW OF CANOPY ENDS BETWEEN WALL
PANEL CORRUGA-nCN% NOTCH WALL PANEL
TO NEXT CORRUGATON,
CAP FLASHING NOTCH - SHADOWA_LI
(TYP_ BOTH ENDS OF CANOPY AS REQUIRED)
PULL UPPER PORTION OF
NOTCH GUT TO INSERT
CAP FLASHING
FULL HEIGHT
WALL PANEL
TRANSITION
GIRT
SEE DRAWING P-O81388
FOR ADDITIONAL INSTALLATION
DETAILS
PANEL SPLICE CLOSEUP SHADOWALL PANEL
DETAIL 2
PANEL CLOWRE (570731
INSTALL CONTINUOUS ALONG
CAP FLASHING OPENING. CUT
TO LENGTH REQUIRED.
(IF APPLICABLE) _fir
FLASHING
-APPLY SEALANT (016666)
REND PROJECTED PORTION OF PANEL
CORRUGATION INWARD AS REQUIRED
TO INSTALL CAP FLASHING. PULL OUT
AFTER INSTALLATION IS COMPLETE
SHADQWALL - CAP FLASHING INSTALLATION
(SEALANT APPLICATION)
ELF 'LUNG SCREW
09736 TTYPICAL
AT SPU E
�f
NOTE
1. IT IS IMPORTANT TO FORM A HIGH QUALITY WATER TIGHT
SEAL ALONG THE OPENINGS IN THE WALL PANEL FOR
ROOF TO WALL TRANSITION AND. BETWEEN THE FLASHINGS
AND WALL PANEL
2. IN AREAS WHERE APPEARANCE MAY BE AN ISSUE, USE A
HIGH QUALITY SILICONE SEALANT TO MATCH PANEL
AND/OR FLASHING COLOR.
1► I P v ��
CAP FLASHING ---'
(SEE FIELD WORK
DETAIL 1)
APPLY HIGH QUALITY
SILICONE SEALANT ALONG
D(TERICR EDGES TO FORM
WATER TIGHT SEAL
(SEE NOTE: 2)
APPLY 1/4- X 3/16-
PANLASTIC (025390)
APPLY SEALANT
(010688) TO FORM
WATER TIGHT SEAL
SEALANT APPUCATION
(RIGHT)
IB688)
GHT BEAL
X 3/1B'
[025390)
/ SELF DRILLING SCREW
/ (097354 TYPICAL
AT SPLICE
LEFT PIECE /
APPLY SEALANT
0166881 AT
CAP P IMETEH
FLASHING
(CPF15A)
BLGdLEND
BEND UP 90' I' r.I
� LAP,
RIGHT PIECE
LEFT END
N4IF�
FIELD CUT AND FORM CAP FLASHING AS SHOWN CAP FLASHING SPLICE �- IT IS IMPORTANT THE
TO OPENINGS
A HIGH QUALITY WATER 1R
SEAL ALONG THE OPENINGS IN THE WALL PANEL FOR
DETAIL 1 (FOR RUNS GREATER THAN 15'—D7 HOOF TO WALL TRANSITION AND, BETWEEN THE FLA5HING5
AND WALL PANEL.
2 IN AREAS WHERE APPEARANCE MAY BE AN ISSUF_ USE A
STYLWALL - CAP FLASHING PREPARATION AND INSTALLATION HIGH AND/GRAFlA9INGCOCOLOR. SEALANT 70 MATCH PANEL
FOAM CLOSURE SCHEDULE
FLUTED
1 5711674
FLAT WITH
1 570%7
BACKER—BOARD
TRANSITION
GIRT
FOAM CLOSURE
(SEE SCHEDUU
`-SELF-DRILLING SCREW
097205) W 0 BLANKET INSULATION
097296TH BLANKET INSULATION
PANEL SPLICE CLOSELIP STYLWALL PANEL
DETAIL 3
ROOF —WALL CANOPY FLASHING DETAILS
STYLWALL FLAT AND FLUTED
WA" m I aW= F-4 mour Numem; 26-020-01
Pd1Y 6SN
�°°�'� B P-081689 00
07 20 1 D7 D 11
SCRUBOLTS
PART MARK
COLOR
DESCOPTION
095084
11 2 X 7 e HEX HD. SS WASHER
098930
3 X 1 1 4; HEX HD W/O WASHER
Q9693Z
3 8 X 1 1 4 ;HEX HD VI USHER
097104
11 X 7 8 , HIX HD, SS N ASHER
097190
3 8 X 1", HEX HO W ASHER
097222
3 8 X 2 HIX HD WIWASHER
097284
1 3 8 X 2 3 4: HEX HD W ASHER
097270
3 8 X 2 1 4". HEX HD W R
097271
3 8 X 3 1 ,HEX HD W ASW 9
097292
318 X 5. HEX HOW ASHER
097295
3 X fi', HEX H0 W USHER
097351
11 2 X 7 8 T-46 TORX HD W/O WASHER CRA
C97352
11 2 X 1 1 4'. T-45 TORX HO W O WASHER(GRAY)
097361-
_
11132 X 7 4'. T-45 TORX H0 W ASU R
097362-
—
11 32 X 1 1 2 T-45 TORX HD W USHER
097383-
._
11 32 X 2, T-45 TORX HOW ASHER
097604-
_
11 32 X 3 1 , T-45 TORX HD W USHER
097287
SCRU90LT NUT 11 2 1 HD(
097460
SCRUBOLT NUT, 23 64', 1 IT HEX
SELF -DRILLING SCREWS
PART MARK
COLOR I
DESCRIPTION.
044119
T-1
2-14 X 1 1 4; 5 11" HIX RD
097218
T-3
0-18 X 3 4 5 16 HD( HD
OMS
T-3
2-14 X 3 4; 5 18 HEX HO W ASHER
097296
T--3
2-14 X!1 4, 5 ifi" HEX HD W USHER
097384
T-4
1 4-14 X 1 1 3 8 HEX HD W USHER
097WO
i--3
1 4-14 X 1' PHILLIPS WAFER NO
097373
i-3
2-14 X 1 1 4", 3' NEX HD, 55 VA ER
097374
T-3
2-14 X 1 1 4.36 HEX HD SSER
097405
1
CT-3)5
16-12 X 1', 3 - HIX HD W ASHER
097406
T-3
5 6-12 X i t Y,'3 'HEX HD W ER
WASHER
097409
T-3 1 4-14 X 7 3 8 HE HD SS
097460
i--3 5/1 -18 X 1 1 4", 3' HEX HD W#fASHER
097554
T--O 2-24 X 1 1 4; 3 16" HEX HD W O WASHER
09756E
i-3 1 4-14 X 1 1 4, 3 HEX HD W O WASHER
09723L1-
_
i-3 1 4-14 X 1 1 4, 3 ' HEX HD W USHER
097357-
i-1 1 4-14 X 7 3 8 HEX HD W WASHER
097384-
_
i-1 1 4-14 X 3 4, i-30 TCRX HD W ASHER
097365-
_
T-3
2-14 X 1 1 4', T-31 TORX HD W USHER
097529-
—
T-5
2-24 X 1 1 2 T-30 TIX2X HD W ASHER
097564-
_
i--2
2-14 X 1 1 4, 5 18" HEX NO, SS CAP W ASHER
-0976D5=
—
i=d
2=24 X 3 1 Y-,- T-3D iL1RX-HD-W A5HER-
56307
i-3
1 4-14 X 1 1 4 5 16 HEX HD
55310
i--3
1 4-14 X 3'. 5 15' HID( HO
56312
T-3
2-14 X 1' PANCAKE PHWPS SQUARE DRIVE
55320
i-3
1 4-14 X 1 1 5 18 HEX HD
56104
T-5
2-24 X 1 1 2' S 18- HEX HD
56450
T-2
2-14 X 1 1/4% S 16" HEX HD WJ13 WASHER
■
HEX HD. 99 CAP WASHER
MISCELLANEOUS FASTENERS
PART MARK
COLORI
DESCRIPTION
095M
MACHINE 5CflEW 1 4 X 3 4; HEX ND
095051
MACHINE SCREW 1 4 X 1 ,HIX HD
G95056
MACHINE SCREW 1 4 X 3. HEX HD
095062
NUT MACHINE SCREW 1/47, HEX HD
095241
NUT, 1 4' FLAT SPEED NUT
095895
i-A G X 3 4 , PAN HD SHEET METAL SCRE
097088
T-AB 10 X 3 4 155SS HO SHEET METAL 9CAE
097190-
_
NUT, 1 4-20 SS FLANGE NUT
BLIND RIVETS
PART MARKICOLORI DESCRIPTION
09758d- _ POP RIVET, 1 8 X 3
FASTENER COLOR SUFFIX CHART
SUFFIX COLOR
SUFFIX COLOR
100 = COOL IGLOO WHITE
112 = CODL 94U C RAY
101 = COOL IVORY WHITE
113 = COOL DESERT BEIGE
102 = COCL SOLAR WHITE
115 = COOL OCEAN BLUE
103 = CM BRICK RED
116 = COOL GRAY STONE
104 = COOL COUNTRY WHEAT
117 = COOL COPPER PENNY
105 = COOL HARVEST
118 = COCL METALLIC SILVER
108 = COOL SAFARI BROWN
119 = COOL AGE CAN
107 = COOL. PALM GREEN
120 = COOL BRIGHT RID
109 = COOL MARSH GREEN
121 = COOL. PARCHMENT
109 = COOL. EMERALD GREEN
122 = COOL OLD TM GRAY
110 = COOL ONYX BLACK
141 - COOL BIRCH WHITE
111 - COOL MAJESTIC BLUE
UNPNTD = UNPAINTED
LOCK -RIVETS
PART MARK
DESCRIPTION
0*295
9 32 X 1 3 A HD W BUCK WASHER
09MB
9 2' X 1 313V. 'B' HO W GREEN WASHER
ON602
9 2" X 1 11 3Y, 'A' HD W WE WASHER
098583
9 2 X 1 it 2 HD W COLD WASHER
FOAM TYPE SEALANT
PART MARK
DESCRIPTION
580185
3 16' X 3 4 X WROLL
560201
3 X 3 X 1-1ir STRIP
56036E
5" X 5 8 X 3D ROLL
SEALANT
PART MARK
DESCRIPTION
01688E
GRAY SKINNING SEALANT
025392
WHITE NON -SKINNING PANLASTIC 5EALANT
00531
IMMERBOND FLEXIBLE SEAL ADHESIVE
5?0450
FLEXBLE FLASHING ADHESVE
TAPE MASTIC
PART MARK
DESCRIPTION
=90
311 X 1 4 X 413ROLL 10 ROLLS PER BOX
027893
1 8 X 1' X 25! 5 ROLLS PER BOX
--042715-
-1 8'-X-1-1 '-X 40' ROLL
042717
1 6 X 1 X -0 1 4 STRIP 64 STRIPS PER BOX
541063
1 8" X 3 7 8' X 10' ROLL FOIL STRIP 5 ROLLS PER CARTON
560562
146. X 1' X w ROLL 5 ROLISLLS PER BOX
SSO584
3 16 DIA. X 40 ROLL 1D ROPER 9
PANEL CLOSURES
PART MARK
DESCRIPTION
026848
OPT. BUiLERIB RUBBER BASE CLOSURE 3'
026549
OPT, BUN.ERIO FOAM BASE CLDSURE 3'
026854
BUTLERIB RUBBER ROOF CLOSURE 10 23
560GOd
MR-24 RUBBER OORRUGATION CLOSURE
560158
MR-24 LOCK SEAM PLUG
580348
MR-24 PLASTIC CCRRUGATIOL4 CLOSURE
570452
1 OPT. STYLWALL FLUTED FOAM WALL CLOSURE 2-B'
570556
BUTLERIB OUTSIDE FOAM WALL CLOSURE
570597
SiYLWALL FLAT FOAM BASE CLOSURE 1'-4
570674
SMALL FLUTED FOAM BASE CLOSURE 1'--47
670730
OPT. SHADOWALL RUBBER BASE CLOSURE 10 11 16
570731
OPT. SHADOWALL FGAM BASE CLOSURE W
570776
SHADOWALL OUTSIDE FOAM WALL CLOSURE 'S
ARPCPG
VSR II OORRUCATION CLOSURE
ARPHCP
VSR II HIP CORRUGATION PLUG 3
BRCCL12
BUTLERIS CANOPY CLOSURE It
BRCLI OA
OPT, MOB WALL CLOSURE 1 .75:12-3:12
BRCUOB
OPT. BUTLERIB WALL CLOSURE 10' 3.1:12-,' 12
ORCL12
OPT. BUTLFRIB WALL CLOSURE 12 .25:12-1:12
ORCLEI2
VSR II SAVE CLOSURE 12' V/113UTLERIG WALL.
CLE12A
BUTLERIB EAVE CLOSURE 12", 6 3 4
002E
BUiLERIB EAVE CLOSURE lf W UTLERIB OVER 4:12 MAD WALL OVER 1 2:12
CL=
MR-24 EAVE CLOSURE 127 W TYLWALL OR SHADOWALL
CLE12D
MR-24 EAVE CLOSURE 12' W HERMAWALI_ OR iEXiUREWAL
CLE1A
MR-24 EAVE CLOSURE 1 W UTLIRIB
CLP2
MR-24 PANEL CLOSURE 2'-1 1 2'
MRCIM2A
CMR-24 EAVE CLOSURE 12' W ER4AWALL OR TEXiUREWALL 10 3 4'
MRCU128
CMR-24 EAVE CLOSURE 12 W ERMAWALL OR TEXTUREWALL i -1 3 4
SHCL12
OPT. SHADOWALL WAIL CLOSURE 12 .25-12-4.12
5HCLEIiA
VSR II EAVE CLOSURE 11' W ADOWALL
SIICI7A
VSR II EAVE CLOSURE 12' WTHEIRMAWALL, TEXTUREWALL, OR FLAT STYLWALL
SUCLEIA
STYLWALL FLUTED METAL TRANSITION BASE CLOSURE i'-4"
511CLH18
S WAIL FLAT METAL TRANSITION BASE CLOSURE i'-4'
iLCLB
BUTLERI9 W PARTIAL WALL HEIGHT SAVE CLOSURE
1LCLM
MR-24 W PARTIAL WALL HEIGHT EAVE CLOSURE
TLCLV
VSR II W S PARTIAL WALL HEIGHT EAVE CLOSURE
I
s�ham.y
�7
MWn�
7
Www Cwc Y-ff o.y
H&
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� �
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�if�' J
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�lwi
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FMMiliiiItVIt it'a i :,oll:Mdaii1101,
1 iii
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10 LOW EA VE -M M M TALLATION
,. AWWI-V r'►.A.= ro wr OMrAn or N"a ,
WAR N I N G
y sr vivo Imm wee RJrd An= m raw amnr-wi No
An wsnab era Ails
r�
PALLg tiem ar Ie au u ON UwataLx Mum
ONE WMAZOM L a"AF
ra4
pamm ccm m EAVC Tm m TO CA OLE TR w I N STALLATI GN
OU LCI N G KEY
erg
MFWAEM
1.a NOPCH mw
ON vwmm�
moam mm
-W PAW OP WAL
V 1CMrM4MC= Ia SHMM
IM MARE CAVE -MJ W STALLATK N
mw maz Im PJTMIZ Dil M TMM
V= 11 LCM AND OAR . ME TA
Sms e I P—aOQaQa
EXCESS
BUILDING
.T
DETAIL 3
CUT OFF
EXCESS GUTTER
NOTCHED END
OF GUTTER
APPLY A S 16" DIA.
(01 ) SEALANT
0
NARROW CUTTER - - �=25) (25`-Cr FT CO'
_[
i I
i 1 �
r
I
I
NOTE-
HCLE IN END CAP
MUST LINE UP WITH
HOLE IN GUTTER
APPLY A 506" DIA c
BEAD OF 5 ALANT n
(016888) a
a
UTTER
END CAP
(G*ML)
GUTTER RUN (15Q-D' MAX.)*
'PROVIDE AN EXPANSION JOINT ON BUILDINGS 1/4
LONGER THAN 150 FL (SEE DWG P-103315)
r2 1/2' SPLICE , r-2 1/2' SPuCE BUILDING
NARROW GUTTER ASSEMBLY DETAIL 2
i1D APPLY A 5/16" DIA.
I BEAD OF SEALANT (D1BEIN)
FIELD NOTCH FOR END CAP GUTTER END
CAP (GEC1R)
(NOT REQUIRED ON
NOTCHED END OF GUTTER)
!/L/ fJoo
RIM
HOtE IN END CAP
MUST LINE UP WTH
a HOLE IN CUTTR-�
`HELD DRILL 9/64' DIA, HOLES AND
INSTALL BLIND RIVETS (097580)
(11) REQUIRED - SEE NOTE.
DETAIL 3
MIL
HOLES MUST
LINE UP
DETAIL 1
3
% FIELD DRILL 9/64' DIA. HOLES
AND INSTALL A STAGGERED DOUBLE h m
ROW OF BLIND RIVETS (097580)
(19) REQUIRED - SEE NOTE_ r
DETAIL 2 r
■
n to3/4"I3/4
1ST ROW 1 1/2" 1 1/2'
1 1/4"
2N0 ROW 1 5/8. 5/8"
N01E SEE DWG. P-081764 FOR BLIND RIVET COLOR INFORMATION. rsi n,in nn it cMAnik—
PANEL POST
BOTTOM OF
DOOR POST
FLASHING TO BE
FLUSH WITH BOTTOM
OF WALL PANEL
HEADER PA
VIEW OF PANELING DRIP
0
g BOTTOM OF
WALL PANE
FIELD CUT WALL
TMTAA11%lffED
OPENING
-AGE a` uaoR F'0Sl
AND CENTERLINE CCRAUGATION--,,-
LJ
1-7/16' DOOR WIDTH
6� PANEL OPENING
DETAIL 1
INSTALL TORX ELF-DRIWNG
SCREW (097365
(z'—a• o.D.)
HEA
12-14x1—
TORX S0.
(097395)
FIELD NOTCH DOOR
POST FLASHING TO
CLEAR FOUNDATION.
i
(=2j 1P"=5' LONG
SPLICE AS REQUIRED
I I (ENO1H OF DRIP
i
I I GUTTER IS DOOR
I I WIDTH + 5').
I
I
I I�FIELD
NOTCH WALL
j j FlE1D CUT WALL PANEL
PANEL TO CLEAR
I
I I AS REQUIRED PD
DRIP GUTTER
F
zl
=
7d.1
ai
�
I I OBTAIN DOOR OPENEING.
I I
I I
I I
I I
I I
I I
P EL
i
�
I
I I
I
I I
1 I
I I
I I
I
I I
i
III
I I FLOOR LINE
I I
I I
i I
0
SECTION A —A
NOTES
1- � OF EVEN WIDTH DOOR MUST BE LOCATED
ON 1-0f INCREMENTS FROM ENDWALL OR SIDEWALL
1. q OF ODD WDTN DOORS MUST BE LOCATED 6'
AWAY FRCA 1!-D" INCREMENTS FROM ENDWALL OR
SIDEWALL $
2 1/0d NOTCH
r'
BEND 9V
6
SOFFIT TRIM
SOFFIT TRIM END DETAIL
FIELD NOTCH AND BEND TO FORM
END CLOSURE FOR SOFFIT TRIM
SOFFIT TRIM
SIDEWALL
F" a1/7"—
CUTTING DIAGRAM
TRANSDIDN OR RETURN TO
WALL SEE 'SOFFIT TRIM
END DETAIL'
SAVE STRUT-,
SOFFIT TRIM (SIDEWALL)
FIELD CUT AS SHOWN AND
SLIDE INTO SOFFIT TRIM ENDWALL
\
EAVE STRUT
INSULATED PURLIN-
-- ---- ----
RAKE
CHN
®I
ORANCABELE
i�
ANGLE
WALL PANEL
SIDEWALL
I
I
SEE 'SOFFIT
TRIM END
DETAIL' I
I
I—SOFFIT.TRIM
ENDWALL
CORNER TRIM
-.j — BUILERIB II SHOWN
OPEN ENDWALL CORNER
EAVE
RAKE CHANNEL
OR
GABLE ANGLE
a
�J %—SDFFIT TRIM
ENOWALL
OVERHANG CORNER
RAKE CHANNEL /
OR /
GABLE ANGLE:
CORNER TRIM
BUTLERB N Sf
SOFFIT TRIM ENDWALL
CLOSE ENDS OF SOFFIT TRIM AS
SHOWN IN 'SOFFIT TRIM END DETAIL'
i
— --- --- — --- -- ---- - ---- — ---- -R
GUTTER SUPPORT
(a3aaW) ATTACH M
ROOF 6'-a• QC: TO
MATCH LOCATIONS OF
GUTTER SUPPORT TAD I ONOUTPPCff CHANNELS
ANN� SUPPORT TAB
(GST) FORCE INTO USE SCREN RIVER
LOCKSEAM OF PANEL AS �INTro FORCE TAB LIGHT
SHOWN IN SEC11W A -A , io 1/ D LGCKSEAM
4'
' AR�a� MR-24 ROOF
P
SEC11ON A -A
Q� 1/4 X 3' HEX BOLT
(09506B) AT THE APPLY 1/0 X 1'
CORNER ONLY PANLASDC
(027B93) FULL
LENGTH OF CUTTER
MR-24 ROOF
CLOSURE
STEP I (560348)
GUTTER SUPPORT TAB INSTALLATION
COR1L
L MAINTAIN REORMED SPACING
DEPNEEN INTERMEDIATE
INTERMFDIAM BACK UP STRAPS DURING
BACK UP iiW INSTALLATION FOR PROPER
B
BEND SUPPORT TAB BY
BENT) UP
(830224) 4'-0' O.C. FIT -UP AND COVERAGE
A DRIFT GUTTER
N5EINT11
HOLE AND FOLD TAB END CAP �;
`
1 1/4' SCRUBOLT (097104)
OVER GUTTER SUPPORT
i
I
�• J
2 3/4' SCRUBOLT
WEATHER SUL NOTE:
E
t
/
(09726t) 2-O' D.C.
OPRONAL WEATHER SEAL IS REOUIRED ON
1D95 DIAL NUT
BACK UP STRAP 630112 FOR 2-0' SPACE
CUT.
OVERHANG TD PROTECT SOFFIT FROM MOISTURE
AND li3 PREVENT BIRD ENTRY.
i 1HE2)
FOR 1'-D' SPACE FIELD FOR V-0'
SPACE FIELD CUT FROM (630224).
\�\
DONNER ONLY
1`
GUTTER SUPPORT
APPLY 1/Y DIA. BEAD PANLASHO GUTTER SEALANT AND CLOSURE INSTALLATION
(025302) OVER CLOSURE PRIOR
TO INSTALLATION AT EAVE (TIP.)
0 BENDDaTAB
FOLDSUPPORTTAB
]
INSTALL SELF -DRILLING SCREW (097295)
THROUGH ROOF PANEL LOCK SEAM USING
EXISTING HOLE IN GUTTER SUPPORT AS
- - - --- - — MR-24 ROOF - - - - - - - - - -- MR-Zl ROOF
-
- - --
- A TEMPLATE, AFTER R" EDGE OF - -
-GUTTER SUPPORTIS-ATIACHED-TO-ROOF-
STEP 2
PANEL WITH SUPPORT TAB IN STEP
—
GUTTER SUPPORT INSTALLATION
e
SECTION B-B
r
�. a He•
(630000) rr� �
ABACK OF CUTTER MUST
\ DE TIGHT AGAINST ROOF
PANEL BEFORE INSTALLING
1 1 4'
FASTENERS
5C UBOLT
(097104)
HANG GUTTER ON TAB AT END OF
NOTES:
SUPPORT, TAB IS AN ERECTION AD
TO POSITION AND RETAIN OUTER EDGE
1. SEE DWG P-103223 FOR WTTER ASSEMBLY.
GUTTER WHILE INSTALLING EAVE
CUTTER SHOULD BE COMPLETELY ASSEMBLED AS
MR-24 ROOF
EDGE
EDGE OF GUTTER_ BEND TAB DOWN
S.IOVN AND CORNER CAP INSTALLED PER DWG
AFTER INSTALLATION IS COMPLETE.
P-081236 BEFORE ATTACHING TD EAVE.
BACK UP STRAPY
2 SEE DRAWING P-O90DD5 FOR 12' VARIABLE
VADTH PANEL INFORMATION
FINISHED GUTTER
GUTTER
MR-24/CMR-24 NARROW GUTTER
INSTALLATION WITH WEATHERSEAL
SECTION C—C
WAINUI 1 Etm � GRQJF R NIft.. 01-DG4-01
RP VLT
^3T FMLME°�_ �°°�°�= B I P-104714 103
rn 21 1a 1 D3 De 16
GUTTER-
I -ROOF PANEL
PANEL
I
GUTTER
I
I
L�WALL PANEL
GUTTER
OUTLET
-
I
GUTTER 1
48 ELBOW
BLIND RIVET
0975NiD)
OUTLET '
I
FIELD CUT
SEE NOTE 2)
I i HUNG RIVET
CONDUCTOR PIPE
ELSOWS AT
(FIELD CUT AS I I (097580)
7H15 END IF
REQUIRED TO SPLICE (SEE NOTE 2)
REQUIRED TO
'
FLUSH N77H OUTSIDE j
FIT AGAINST
I ODNDUCTOR STRAP (CS}
OF WALL PANEL)
WALL PANEL
' (HELD FORM AS REUD)
I
I CONDUCTOR STRAPCSj
y (FIELD FORM REQUIRED)
4S ELBOW
, ODNDUCTOR PIPE (CP410)
I
I
CONDUCTOR
i
PIPE (CP410)
I
BUTLERIB II AND SHADOWALL
I
BUTLERIB II AND SHADOWALL
1/4.12 THRU 1/2:12 ROOF SLOPE
>1/2:12 THRU 4;12 ROOF SLOPE
STYLWALL II, eSTYLWALL II, eSHADOWALL
AND ALL THERMAWALL/TEXTUREWALL
1/412 THRU 4.12 ROOF SLOPE
ROOF PANEL
rRCOF PANEL
4! OVERHANG
- ---- - - - - - - - -- - - -I - -BLIND RIVET - - - - - - - - - - - --
(Ofi75BD) ) APPROX. 15'
(i STRAIGHT CONDUCTOR
GUTTER I I (SEE NOTE 2 PIPE (FIELD CUT)
L
73 ELBOW
(4CE75) BLIND RIVET
(097500)
CONDUCTOR ((SEE NOTE
c PIPE (CP410)
75 ELBOW
(4CE75)
OVERHANG i
CANOPY
i BEAM
L 75' ELBOW
BLIND RIVET (4CE75)
�0975W) CONDUCTOR STRAP (GCS
SEE NOTE 2) (FIELD FORM AS RED D.)
OONDUCTOR
PIPE (CP410)
5' CANOPY OR 4' OVERHANG
L-ROOF PANEL
CUTTER
WALL (BY OTHERS)
GUTTER
OUTLET
OONDUCTOR PIPE
BLIND RIVET
097L530)
(REND CUT AS
REQUIRED TO SPLICE
SEE NOTE 2)
FLUSH WITH OUTSIDE
OF WALL PANEL)
1 4 SOS
CONDUCTOR STRAP
FURNISHED (MAY (MAY VJ
(CS) (FIELD FORM AS
WTH WALL)
REQUIRED FOR WALL
PANEL ATTAC MEN
CONDUCTOR
PIPE (CP410)
'VARIES'
4' NAM
WALL (BY OTHERS)
>1/2:12 1HRU 4:12 ROOF SLOPE
A
SECTION A —A
NOTES:
1. FIELD DRILL B/W DIA. FOR BLIND RIVETS (09750D).
2. SEE DRANING P-M7B4 FOR DUND RIVET COLOR INFORMATION.
I SEE DWG. P-105224 FOR PART SCHEDULE.
4, SEE DWC. P-105228 FOR CONDUCTOR PIPE DETAILS
CONDUCTOR PIPE 0
STRAP AND FASTENERS
(BY OTHER) (TYP.)
(4CE75) ELBOW I
S.w.
C I
1 �
CONDUCTOR '
A PIPE (OP410)
I CONDUCTOR STRAP (CS
(4) BLIND (FIELD FORM AS REQ'D.
RIVETS (097M ,
10 CANOPY (� NOTE 2) L
CONDUCTOR
PIPE (CP410) i
ourM
AI 21
J
3 '
N
T-I
OONDUCiOR STRAP ((CS)) I �09 to
(FIELD FORM AS REQUIRED} SEE N0 CCFl�UCIDRASAR(
I ovEi
EIDRMEUED�U) 9auSEEsNX 2)
BUTLERIB II FLAT STYLWALL II AND FLAT eSTYLWALL II
8 3/4
1' (REF.) FASIENER MODULE
(FIELD OR STRAP ((C5]] Ig�ND R�VEi
(FIELD FORM AS REQUITED} OB7580
Sf NO 2)
THERMAWALL FLAT/TEXTUREWALL
0
0
a = 6� 6�
j N
Za o
N
N
CONDUCTOR STRAP IC51
a H BLIND RIVET
(FIELD FORM AS RE UI ED) D97080)
SEE NOTE 2)
SHADOWALL AND eSHADOWALL
J88Z
3a6
R 7 /0
[FREED FORM A5 REGUUIL)/LJID
E9INE7 N0 2)
FLUTED STYLWALL II AND FLUTED eSTYLWALL it
B 3/4'
1' (REF.) FASTENER MODULE
(FIELD STRAP CS
(FIELD .,'
FORM AS RE I ED} �-
i!)
THERMAWALL FINELINE THERMAWALL FLUTED
uNI RIVET
OONDU070R PIPE 0,75N0 2}
FIELD FORM A5 REQUIRED 4 AND 0' CONDUCTOR
TC SECURE TO WALL STRAP (CS) (FIELD FORM
AS REQUIRED) II II
7S ELBOW
2)
4 (4CE75� NOTES:
5 5CE75
1. LOCATE CONDUCTOR STRAPS AT TOP, BOTTOM AND JOINTS
OF VERTICAL 4' OONDUCTOR PIPES, 5" CONDUCTOR PIPES
MAX B'-O' O.C. SPACING
2. SEE DRAWING P-081784 FOR BLIND RIVET DOLOR INFORMATION.
3. FOR PART SCHEDULES, SEE DWG P-105224 (NARROW GUTTER).
AND P-D80091 (WOE CUTTER).
STRAP i WALL NY MRS) SHOE INSTALLATION
D� V SDS (55307}_ (TIPCAL SECTIONS - ABOVE)
rE�uuhRlNIS EED MAY VARY
4" AND 5" CONDUCTOR PIPE
WALL (BY OTHERS) AND CONDUCIDR STRAP DETAILS ALL WALLS
F_
A
D t3
SIDEWALL
REFLECTED CORNER PLAN
WALL - OPEN
OR PANELED
F � II FOR PANELED WALL
� F SEE DWG. P-104544
I e
G* G
1 9
I
SIOENALL
REFLECTED CORNER PLAN
EW OVHG AT BUILDING LINE
MRRUGA11 ON
CORRUGATION
CLOSURE
CLOSURE ,
ROOF PANEL
_ _ ROOF PANEL
(BRU SHOWN)
(SRII SHOWN)
EASE STRUT
SAVE STRUT
EXTENSION
SOFFIT
MODULEZE SHOWN
1 5 8
BUTLERIB II AND SHADOWALL
-- - - -
- - - -- - -
- - - - - -
- - — --
--STYLWALL-U
AND_
I '
I,
i 8
THERMAWALL CNREWALL 2-
SECTION F—F
1
SECTION G—G
1
2 5/871
THERMAWALL/TE)QUREWALL 2'
OPEN WALL
SIDEWALL
EW OVERHANG
SIDEWALL
3 Ile
THERMAWALL/TEXIUREWALL 3'
3 5 C
c41ADOWALL eSTYLWALL 11
CORRUGATION
4 1/e
THERMAWALL REWALL 4-
CLOSURE l
1
SOFFIT TRIM BLIND RIVET
oa7s5D))
SOFFIT TRIM (640443)) SEE NOTE 2)
12'-O" LONG, FIELD
CUi
a TO SAME LENGTH AS FIELD CUT FROM
SOFFIT PANEL SOFFIT PANEL
BLIND RIVET rT
iL ,
2'-O' O.C.) VARIES FIELD CUT FROM VARIES f-If
(SEE NOTE 2) SOFFIT PANEL
SECTION C—C SECTION D—D
BUTIL R19 II MO SHADOWALL 1 5 r
STYLWALL II AND
THERMAWALL XTUREWALL Y 2118
10 - THERMAWALL/TEXTUREWALL 2 1/2' 2 5/0'
THERMAWALL XTUREWALL 3' 3 1
MADOWALLeSTYLWALL II 35
THERMAWALL XTUFEWALL 47 4 1/8'
ROOF PANEL
(BRII SHOWN) "Z" PURLIN I
(IF REWIRED)
I� PURUN OR
�EAVE STRUT
3 4' T-30 J
z s.D.s /
(097304)
2'-0' ac
SEE NOTE 3-'
,
I
CN WALL
'
EL
CLD UR
SEE NOTE 4.
SEE SECTION E-E
r
WALL
MODULEZE U SOFFIT
PANEL
9UND NVET
(09758D)
SOFFIT SUPPORT
-
SEE NOTES-
AND 5)
- - - — -
12-14 X 1' PANCAKE
-
FlF1D GRILL 9 84'8 -
/
- -
3/4` T=30 TORX -
TEKS 3
HOLE FOR BLIND RIVET
(097364) 2-0- O.C.
11'PSD
'-D' O.C.) (55312)
1'-0- O.C. (2') EITHER
S1DE OF JOINT
SEE NOTE 3.
(SEE NOTES 2 AND 5)
r
LROCF PANEL
�I
-
(BRIT SHOWN)
I�'Z'
I
I
SECONDARY STRUCTURAL
SEE NOTE 6
EAVE STRUT
PURLN
�I QF REQUIRED)
MODULEZE it SOFFIT
��
I
12 PS X D TEKS PANCAKE
KS 3 (56312)
PS-0r
(ALIGN WITH ROOF SLOPE)II
I
1, O.C.
I OPTIONAL WALL
CLOSURE
i
SEE NOTE 4.
WALL
MODULEZE II SOFFIT
PANEL
SEE SECTION E-E
SHOWN- OTHER PANELS SIM
SOFFIT SUPPCRT
MOOULEZE II SOFFIT PANELS
BLIND RIVET
12-14 X 1" PANCAKE
FIELD DRILL 9//640
3/4 T-30 TORX
(097364) 2'-G- D.C.
SECTION E-E
a97580)
PSD TEKS 3
HOLE FOR BLIND RIVET
SEE NOTE 3.
SEE NOTES
-Q up (56312)
1'-D' O.C. (2� EITHER
AND 51
SIDE OF JOINT
SECTION A -A
. (SEE NOTES 2 AND 5)
NOTES:
1_ FOR SOFFIT SUPPORT INSTALLATION AT WALL SEE
DRAWING P-1D4057.
2. SEE DRAWING P-081784 FOR 13UND RIVET COLOR INFDRMATION,
3. T-30 TCRX FAMERS ARE FURNISHED
THE SAME COLOR AS THE GABLE TRIM.
4. FOR OPTIONAL WALL CLOSURE, SEE DETAIL MV822.
5 13UND RIVETS FOR SOFFIT PANEL TO SUPPORT
ATTACHMENT ARE LOCATED AND INSTALLED r FROM
EACH END OF SOFFIT PANEL
8. ONE ON MORE INTERMEDIATE PURLIN S) MAY HE
SUPPLIED DEPENDING ON WIDTH OFVERHANG
FIRST OR SECOND PURUN FROM EAVE
9/16' DIAMETER HOLE
rFOR FASTENER
SEE NOTE: 2
EAVE STRUTS 1 r-GABLE ANGLE
\� `9/16' DIAMETER HOLE
EAVE CONNECTION
(UNINSULATED PURUN CONDITION)
FOR FASTENER
SEE NDM 2
Ze
GABLE At
PURLIN CONNECTION
SEE NOTE: 4
r—CABLE ANCLE
PORT CUP 1
1620),
TALLER EAVE STRUT OR
*4'
ANCLE
TALLER SAVE STRUT OR
SAVE MEMBER ANGLE GABLE ANGLE
USE (2) 1/2' X 1 1
THIN HEAD BOLTS (0
AND 1/2' NUTS (09
FIELD DRILL 9/16' D
HOLES AS RE]OUIREDSURE GABLE ANGLEUSE (z) saTueous (Dense)
UNDER EAVE STRUTFIELD DRILL 5/167 DIAMETER
NO GABLE ANGLE TO HOLES AS REQUIRED
AVE STRUT FASTENER REWIRED) (OHC)
SAVE CONNECTION ALTERNATE EAVE CONNECTION
(INSULATED PURUN CONDITION) QNSULATED PURUN CONDITION N1TH SUPPORT CUP)
(SEE NOTE 7)
USE (4) SELF -DRILLERS (55307)
IN VYEB OR IF WALL PANEL
INTERIM CAN ATTACH WITH 2)
THIN HEAD BOLTS (096636) AND
�pl
��+ (
1/2 NUTS (D95032)
ALTERNATE BUTT JOINT
TRUSS
(VATH SUPPORT CUP) �'
(SEE ND1E: 7)
SECTION A
- -- — -- -- _ SEE NOTE: 6
Z-PUR.IN TRUSS FOR FASTENER
FOR FASTENER SEE NOTE- B
IE
GABLE ANGLE USAGE CHART
ROOF SLOPE
ROOF
TYPE
GABLE
ANGLE
PART 2.
MIN I MAX
BUTLER
STANDARD
SLOM
NON STANDARD
* ALL
CAR-24
SGA
1/4L12
AND
1/4
3/4
SRI AND VSR
SGA
MR-24
SGA
CZAR-21.
SGA
112
3/4
(7s0)
11/4
BRIT AND VSR
SGA
MR-24
SGA
CMR-24
SGA
2:12
1 1/4
(1.250)
3 1/2
(3,49)
BRIT AND VSH
SCA
MR-24
SGA
CMR-24
SCA
- -
3 1/2 3 1/2
(3.50)
- -
4
(4.00)
SRII_ANO-VSR _
__ -SGA-
MR-24
SGA
CMR-24
S)A
SEE NOTE: 2
E= 2" X 4 3/4' ANGLE WITH NO PUNCHING IN THE VERTICAL LEG
KCA - 2 X 7' ANGLE WTH, NO PUNCHING IN EITHER LEO
�
TRUSS
e
GENERAL NOTES
Z-PUPo IN
a
1. INSTALL GABLE ANGLE FROM SAVE TO RIDGE OR LEFT TD RIGHL
FORFASTENER
6 EN�
FOR FASTENER GABLE ANGLE
SEE NOTE 6
2. ATTACH CABLE ANGLE PATH 1/f X 1 1/0 THIN HD. HEX BOLT (096 M)
AND 1/2' HEX NUT tURLIN
S,
3. TYPICAL STANDARD PURUN SPACING IS 5'-D'.
P
GABLE ANGLE
P
4, SPACING AT LOW EAVE (2) SPACES WILL
TYPICALLY BE LESS THAN 5'-0',
A 5, BUILDINGS WTH A SLOPE OTHER THAN A 1/4, 1/2, 1,
e
`# 441
2 OR +12 SLOPE WILL BE PROVIDED A UNPUNCHED VERRCAL LEG.
6. ATTACHMENT TO TRU55 15 SIMILAR TO Z-PURUN.
9UTT
USING STRUCTURAL HOLE UPSLOPE FROM LDW EAVE
BUTT
JOINT
JOINT
IN TOP CHORD.
A 1/2' GAP IS TYPICAL
7. IF GABLE ANGLE BCES NOT BEAR ON TWO OR MORE PURUN5. THEN USE
�
ALTERNATE CONNECTIONS SHOWN USING CUPS
-
P
GABLE ANGLE INSTALLATION
GABLE ANGLE BUTT JOINT (TYPICAL)
GABLE ANGLE TO TRUSS (TYPICAL)
PARTS AND CONNECTIONS TO PURUN
WA" °r GMm Ur GRouP Nu19FR; 00-000-00
SEE NOTE 6
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