HomeMy WebLinkAboutStructure plans
ARCHITECTURE
. .-on'l PORTE!lCORP '''0 eb.f ~WNIl' III "m ('16) '69.'69'
Designs and calculations of poligon buildings are protected under copyright laws and patents and may not be used in the construction or design of a building that is not supplied by Poligon.
Copyright laws protect the style and visual appearance of the structure while patents may protect other parts of the design.
BUILDING TYPE: SQR24MR
JOB NUMBER: 41862
DRAWING NOTES
MATERIALS
TUBE STEEL
LIGHT GAGE COLD fORMED
STRUCTURAL STEEL PLATE
ROOF PANELS (STEEL)
ANCHOR BOLTS - 1/2" DIAM
ANCHOR BOLTS - 3/4" AND lARGER
ASTM DESIGNATION
A-500 GRADE B
A-570 GRADE 55
A-36
A-446
A-3Q7
A-36
HIGH STRENGTH BOLTING
AlL HIGH STRENGTH BOLTS ARE A-325 WITH HEAVY HEX NUTS AND
ARE TO BE INSTAlLED BY THE "TURN-OF-THE-NUT" METHOD SPECIFIED
IN THE NINTH EDITION OF THE A1SC "SPECIFICATION FOR STRUCTURAL
JOINTS USING ASTM A325 OR A490 BOLTS. PER SECTION 8 0 (1).
A-325 BOLTS MAY BE INSTAlLED WITHOUT WASHERS WHEN TIGHTENED
BY THE "TURN-OF-THE-NUT" METHOD. IT IS THE RESPONSIBILITY OF
THE ERECTOR TO INSURE PROPER TIGHTNESS.
AlL WELDING IS PERFORMED BY AWS CERTIFIED WELDERS AND CONFORMS TO
THE LATEST EDITION OF AWS 01.1 OR 01.3 AS REQUIRED.
IF THESE DRAWINGS ARE SEALED. THE SEAL APPLIES ONLY TO THE MATERIALS
SUPPLIED BY POllGON AND PORTERCORP AND IS NOT INTENDED AS THE
SEAL OF THE ENGINEER OF RECORD FOR THE ENTIRE PROJECT.
PARTS SHOWN MAY BE UPGRADED DUE TO STANDARDIZED FABRICATION.
REFER TO THE SHIPPING BILL OF MATERIALS FOR POSSIBLE SUBSTITUTIONS.
FOR PROPER FIELD INSTALLATION OF THE BUILDING IT IS RECOMMENDED THAT THE
PRIMARY FRAMING INSTAlLER AND THE ROOF INSTALLER HAVE A MINIMUM OF FIVE
(5) YEARS OF DOCUMENTED EXPERIENCE INSTAlLING THIS TYPE OF PRODUCT.
FABRICATOR APPROVALS
CITY OF LOS ANGELES, CA APPROVED FABRICATOR # 1596
CITY OF HOUSTON, TX APPROVED FABRICATOR #470
COUNTY OF SAN BERNARDINO, CA APPROVED FABRICATOR # 173
CLARK COUNTY NEVADA APPROVED FABRICATOR #264
JOB NAME: RCI SHELTER
JOB LOCATION:CARMEL, IN
DRAWING LIST
SHEET 1: CENTER OF COLUMN RADIUS
SHEET 2: FRAME
SHEET 3-3.1: FRAME CONNECTION DETAILS
SHEET 4: ROOF LAYOUT
SHEET 5: ROOF CONNECTION DETAILS
SHEET 6: ROOF ASSEMBLY
DESIGN LOADS
CODE: INTERNATIONAL BUILDING CODE 2000/2003
LIVE/SNOW LOAD: 30 PSF
DEAD LOAD: 2 PSF + STRUCTURE DEAD WEIGHT
WIND SPEED: 100 MPH
EXPOSURE: C
SEISMIC ZONE: 0
I = 1.0
-......
,t/ ",,/
./ y"
! I'
(.~ <P~
. '.>,
'\ ,."
\,' /' ~......
~.. ~",",."
'<.:.,1 ;-~-__.
............-
--"'-"... '....'.,
~ {;;~ '\
~)- ~
'6' <'t)
~
~ 38i SHEET WIDTH =1
'-- 36 COVER WIDTH ---J
L 112j-12, I
f"\ f\ f\ f\
,-
1'011O
.-
.-
24 go. Fy = 50 ksi
MULTI-RIB METAL ROOF PANEL
,.,
1 l
,1 ~I t./
A /: ' I ,
If/ V - .
1l}1, .!,df'
ri'/ ~r..1
1/
~
FOOTING DESIGN BY OTHERS
I J "d" ELEC ACCESS HOLE
j I ~
~ _ -€7- , ~ ~ENTER Of BUILDING
""IN
,...
CENTER OF COLUMN
& ANCHOR BOLT PATTERN
ei- ANCHOR BOLT HOLE
(4) PLCS
I
-! 1~-
1~- I-
ANCHOR BOLT PATTERN
BASE PLATE SIZE:7x7x1/2
i
'O!I .
::> Sf
.~ ;
b ·
~ I
1. ~.
0..8
Ii
I
~
I
Ii
II
I
~
~
t- ~ ~
::> Cl 0::
0 W
en ~ lie
U
I w
'(:) :z:
t- u
N ...J N
0 co
(Xl IX)
co ,...
Q: 0 ~
0 I
:::t: ,.., Q:
U ::lj;
Z ,.., ~
c( N
Q:
Vl 0
...J Vl
(Xl
~ g
i
1&1 ~
~
....
;:: Cl
20' -9-
c.,c.,
~<i;
~~
~
"
o~
~
v*"
~~
G
~
. "
~
COlUMN/S C 1
REACTION TYPE Controlling lood Cose Force Unit ANCHOR BOLT LAYOUT
.. VertiCOI Deod load (+) DEAD l.OAO (Dl) 0.99 kip
.. c:'O
~~~ Mox. Verticol Uplift Force (-) 23 WXl (Dl+l.3WXUP) -1.74 kip
e.gc: Mox. Verticol Downword Force (+) 22 TLU (Dl+USl) 6.91 kip
~ !i.2'
Vl~~ Mox. Horzontol Shear Force (+/-) 22 TLU (Dl+USl) 5.21 kip
Mox. Overturning Moment (+ / - ) N/A 0.00 kip-It
NOTE:
THE EDGE OF CONCRETE HAS BEEN
TAKEN AS 12 INCHES FROM CENTER
OF THE COLUMN FOR ALL DESIGN
VALUES FOR THE ANCHOR BOLTS.
IF THERE IS LESS CONCRETE COVER
THAN THE 12 INCHES. THE POLlGON
ENGINEERING DEPARTMENT MUST BE
CONSULTED.
!
Ii' !
I 1/(>
fl J1.t;;:~tr
J
u
;!;
r%
~
a:
o
a.
:i
310
u...
0
~ 0
N Q:
W (Xl
ct:: 0::
<C
~ 5
0
Vl ~
::lj;
THIS SEAL IS VALID, IF' AND ONLY IF'. 'O-tIS PROOUCT 0
IS IlANUF'ACTUREO AND SUPPuED B'f PORTERCORP. ~
THIS SEAL PERTAINS ONLY 10 THE IIATERIALS SUPPUED Ill' flOUCON. ~
THIS SEAL DOES NOT SERVE AS - OR REPAESEHT - THE PROJECT ~
ENGINEER OF RECORD AND 5HAU. NOT BE CONSTRUED AS SUCH. a.
N
o
o
N
...
:I:
co
~
o
u
co
z
i5
z
..,
a.
en
...
Z
..,
~
a:
o
....
o
~
....
u
w
a
III:
Q.
SHEET
1 .0
P-100
3.1
~I !
.~\ ;
o II
Ii I
l.\!
~
I
0::
w
mI-
. :::iE::>
I'llDW 0
co-:::iE 0
.1 z l-
N QI-
(I)::>
ZO
w
I-
"
"
I
....
?J
....
~
0=
~
Q
""
~
o
! U)
..... 0
...,
N
co
IX)
.-
v
I
0::
:::iE
v
N
0::
o
(f)
...,
en
...J
[D
PLAN VIEW
.
~.
...lL. (f) .
1 w wO:: ~lL.
i., 0:: I-W .
wJ: co
0::1- .-w La...
uO I 0:: 0
:::iE ~lD b u v 0
001- ~ N 0:
::>
u oi w [D
. z l!! a::: ~
1O::lE a: <
0 ::)
I::> Q. S
. ...J x 0
"0 (I)
U Ji ::)
:::iE
ELEVATION VIEW N
0
0
N
....
X
"
~
0
u
,
10 if " I:)
, I z
9 ! L ;,jJ-i 5 1&.1
Z a
....
8 D- 0=
~ Q.
7 ,~lf z
6 4 30019441 TRUSS TAIL T53.5x3.5x1/8 22 I:!!
~ ..- __//..d' ~
5 4 30019966 PURLIN TSSx5x 1 /8 125 1/2 . ~1 a: SHEET
0
4 1 30019439 COMPRESSION TU8E TSSx5x 1/2 6 5/8 J .....
0
3 4 30019965 TRUSS TS6x4xl/8 180 1/8 ~ 2.0
2 4 30019963 TENSION MEMBER TS8a4x3/16 248 1/8 THIS $[AI. IS VALlO. IF AND ON'.. v II'. THIS PRODUCT 0
IS IlANUI'ACTUREO AND SUPPLIED BY PORTERCORI'. ~
I 4 TBD COLUMN TS6x6xJ/'6 1S 7/8 THIS SEAl. PERTAINS ONlY TO 1IlE MATERIAlS SUPPlJl1) BY POUGON. ~
THIS SEAl. DOES NOT SER\/[ AS - OR REPRESENT - THE PROJECT
NO OTY PART NUMBER DESCRIPTION MEUBER SIZE CUT LENGTH ENGINEER OF RECORD AND $HAU. NOT BE CONSTRUEll AS SUCH. Q.
~
~ !
... Q
o
z
~
4"
ELECTRiCAl WIRE
TRUSS TAIL
COLUMN
SECTION TRUSS & TRUSS TAil CONNECTION
@ SOUTH & EAST COLUMNS
SEC A-A
COMPRESSION TUBE
3/4" X 2" BOLT
(HXB0030)
(2) PLCS
EACH CONNECTION
3/8" PLATE
TRUSS CONNECTION @
COMPRESSION TUBE
T -020
lL.
0
cJ V 0
;;l; N a:::
0: us CD
~ 0:: a::
II: <
~ ;:) i=
:i 0
en ....J
30 ::>
::!;
N
0
0
N
~
"
~
0
u
l ) " ....
z U
i5 !oJ
I t t- z .,
w 0
Q. ll:
,;,. ,/ VI Q.
JI- jJ; jL.---- ~
w
i-' . I A-'& ~
'i 4 ~I II: SHEET
0
II .....
<>
II ~ 3.0
THIS SEAL IS VALlO. IF' ""0 ONLY Ir. THIS PROOUCT 0
IS IWIUF'ACTUREO ""0 SUPPUW BY PORTERCQRP. w
....
THIS SEAL PERTAINS ONLY TO lHE IIATERIAl.S SUPPIJ[O BY POlICiOH. z
THIS SEAL ODES NOT SERVE AS - OR. REPRESENT - THE PRO.JECT ~
ENGINEER OF' RECORD AND 5HAU. NOT BE CONSTRUED AS SUCH. Q.
COLUMN
NOTES:
ALL HIGH STRENGTH BOLTS ARE A-325 BOLTS AND ARE TO BE INSTALLED BY THE "TURN
OF THE NUT. METHOD AS SPECIFIED IN THE 9TH EDITION OF THE AlSC "sPECIFICATION FOR
STRUCTURAl. JOINTS USING ASTM AJ25 OR A490 BOLTS.. SECTION 8 0 (I). A-325 BOLTS
MAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY THE "TURN OF THE NUT.
METHOD. IT IS THE RESPONSIBILITY OF THE ERECTOR TO INSURE PROPER TIGHTNESS.
INSPECTION OF HIGH STRENGTH BOLTING. IF REQUIRED SHALL BE IN ACCORDANCE WITH THE
REQUIREMENTS OF THE GOVERNING BUILDING CODE.
ERECTION OF THE FRAMING MEMBERS WILL REQUIRE THE MAIN COLUMNS TO BE PLUMB.
SQUARE AND TIGHTENED BEFORE INSTALLING THE PURLlNS. PURLlNS. IF REQUIRED. MUS! BE
PARALLEL TO THE EAVE BEAMS AND TENSION MEMBERS.
UNLESS THE BUILDING HAS A FACTORY APPLIED POWOERCOAT. E-COAT OR GALVANIZING.
THE FRAME WILL BE PRIME PAINTED AND WILL BE REQUIRED TO BE FlNISH PAINTED IN THE
FIELD WITH ALL THE PAINT. MATERIALS AND LABOR NOT BY POLlGON (PORTERCORP.INC.).
.COVER PLATE
ASSEMBLY
1/2. NUT
(4) PLCS
1/2" WASHER
(030204 )
.COVER PLATE ASSEMBLY
CONSISTING OF:
(1) PLATE (231-0380)
(1) STRAP (231-0381)
(1). SCREW (030015)
231 - 1 039 COMPRESSION TUBE COVER PLATE
030105 POP RIVET
030026 1 1 4" ONE STEP SCREW
HXNOO5' 5 8. NUT
HXBOO29 5 8.1 3 4
030015 COLUMN COVER ONEWAY SCREW
231-0381 COLUMN COVER STRAP
231 -0380 COLUMN COVER PLATE
PART NUMBER DESCRIPTION
1
25
60
16
24
4
4
4
QTY
SECTION - ANCHOR BOLT
AT COLUMN
A-100
3~4" NUT
HXN006)
2) PLCS
3/8" PLATE
3/8" FLANGE PLATE
TENSION MEMBER
1/2" FLANGE
PLATE
5/8" PLATE
5/8" NUT
(HXN005)
(2) PLCS
COLUMN
TRUSS TAIL
1/2" FLANGE
PLATE
TENSION
5/8" PLATE
3/4" X 2 1/2" BOLT
(HXB0031 )
(2) PLCS
EACH CONNECTION
TENSION MEMBERS, TRUSS, & TRUSS
TAil CONNECTIONS @ COLUMN
C-221
wi'
0:: .
::> "
.~ ;
o ·
~ I
~
__ (t. ~
8.. tl
v
I
>I
Ii
I
~
(I) ?J
~
....J lii
~ ~
liJ C 0:
0 10.1
:lC
U
Z 10.1
0 J:
U
i= N
0 10
W IX)
Z co ~
z 0 ~
0 I
0 ..., a:::
us ::i:
~
::i: ..., N
< If) a:::
a::: 0
lL. ....J If)
CD
lii d
! z
10.1 ci
~
.... ~
;:: c
INSIDE FACE
U-ClIP CONNECTION AT
T-MEMBERjC-MEMBER
PURLlN
TRUSS
(6) 1/4-14 x 1 1/4" SCREWS
(030026)
(3) ALONG SIDE
(3) ALONG TOP
EACH CONNECTION
PURlIN CONNECTIONS @ TRUSS
P-100
OUTSIDE FACE
*" ONE STEP SCREW
12" O.C. BOTH SIDES
(030025)
UC-100
wi'
tt: ,
::> II
@B! ;
U I
ca I
1. ~l
0..8
"
I
II
I
"
"
I
....
en ~
....
-l ~
~ ~
w 0 Ill:
a ....
1111:
Z ~
0
~ N
0 co
w CD
z co -
z 0 v
0 I
U I') ~
- :::E
w v
:::E I') N
< ~
cr en 0
I.&.. -l V)
m
~ d
! z
.... ~
....
0-
j:: 0
I.&..
0
0 ..,. 0
;!; N ~
<< w m
.., cr i2
....
'" <
0 ::::>
lL i=
:t 0
Vl ...J
3i ::>
:::E
'"
0
0
'"
....
:r
C)
~
0
u
;J:l C) ....
z U
5 ....
z a
w
, /; . . lL D:
,FIt /,0-0 lJ) n.
....
z
w
<
/ 4// lL
'" SHEET
0
.....
(/ 0
~
THIS SEAL IS VALlO. I" AND 0Nl. Y If'. THIS PAOOUCT 0 3. 1
IS UANUl'ACTURED AND SUPPuED BY PORTERCORP. w
....
TIllS S(AL PERl'AlNS ONLY TO lIlE IIATERIAl.S SUPPIJ[l) sr POUCClIl. z
w
TIllS S(AL DOES NOT SER\/E AS - OR REPRESENT - TIlE PROJECT <
ENGINEER OF RECORD AND SlW.l NOT BE CONSTRUED AS SUCH. lL
ct of panel rib
I 8c frame
-Jt'
TO BEGIN: Mark the center of the
compression ring and tension ring.
Locate one of the longest panels
with center of ribs at center of
frome, and work out to corners.
Complete each pie in this fashion.
. ...e:1: ..
\ 0'"
tf~~
lr-3:1
PPROX.
TENSION MEMBER
CORRECT
lTIl
r "
SEALING MATERIAL
SLIGHTLY VISIBLE
AROUND METAL
WASHER
MR-BOO
5
I A
, I
)
--r,
r"t ('t
FASTENER SCHEOULE 0 TRUSSES AND RIDGES.
r't-
A
24'
C 968
PANEL NUMBERS
969
970
971
972
973
974
967
--r,
,
ROOF LAYOUT
THE DETAILS SHOWN ARE SUGGESTIONS OR GUIDELINES ON HOW TO ERECT THE SYSTEMS. THE
INFORMATION SHOWN IS ACCURATE, BUT IT IS NOT INTENOED TO COVER ALL INSTANCES,
BUILDING REQUIREMENTS, DESIGNS OR CODES. THE DETAILS MAY REQUIRE CHANGES OR
REVISIONS DUE TO FIELD CONDITIONS.
IT SHALL BE THE RESPONSIBILITY OF THE ERECTOR TO ENSURE THAT THE DETAILS MEET
PARTICULAR BUILDING REQUIREMENTS AND TO ASSURE ADEQUATE WATER TIGHTNESS.
THE ERECTOR SHOULD THOROUGHLY FAMILIARIZE HIMSELF/HERSELF WITH ALL ERECTION
INSTRUCTIONS BEFORE STARTING WORK.
THE PANELS SHOULD BE INSTALLED PLUMB, STRAIGHT, AND ACCURATELY TO THE ADJACENT
WORK.
FLASHING AND TRIM SHALL BE INSTALLED TRUE, AND IN PROPER ALIGNMENT, WITH ANY
EXPOSED FASTENERS EaUALLY SPACED FOR THE BEST APPEARANCE.
SEALANT SHALL BE FIELD APPLIED ON DRY, CLEAN SURFACES. SOME FIELD CUTTING AND
FITTING OF PANELS AND FlASHING IS TO BE EXPECTED BY THE ERECTOR AND MINOR FIELD
CORRECTIONS ARE A PART OF NORt.1AL ERECTION WORK.
WORKMANSHIP SHALL BE OF THE BEST INDUSTRY STANDARDS AND INSTALLATION SHALL BE
PERFORMED BY EXPERIENCED METAL CRAFTSMEN.
030105 pop RIVET
030030 1 1 4- SCREW
030000 3 4- SCREW
231-0482 SPUCE CHANNEL
30006022 ROOF PEAK CAP
30012515 FAlSE TRUSS TAIL 127 DEG
231-0390 PANEL END CAP
450CAP RIDGE CAP 1270EG
231-0488 J-CHANNEL CORNER
231-0487 J-CHANNEL
30019974 ROOF PANEL
30019973 .ROOF PANEL
30019972 ROOF PANEL
30019971 ROOF PANEL
30019970 ROOF PANEL
30019969 ROOF PANEL
30019968 ROOF PANEL
30019967 ROOF PANEL
PART NUMBER DESCRIPTION
200
250
650
8
1
4
16
8
12
10
4
4
4
4
4
4
4
4
OlY
COMPRESSION
RING
MULTI-RIB
ROOF PANEL
SECTION A-A
TOO LOOSE
rrn
,. "
SEAlING MATERIAL
NOT VISIBLE AROUND
METAL WASHER
TOO TIGHT
lTIl
, ........
wi'
~ .
:> Ii
~~\ ;
u ·
~ I
l.\j
"
I
"
Ii
I
....J
~
....J
~ ~
Q a:
w
t- ~
::> g
a :r
:s u
N
to
ClO
u.. U) ....
a 0 'Ot
a I
lr .." ~
::lE
.." 'Ot
N
Ul ~
0
...J Vl
m
~
i d
z
1&.1 ~
....J
...
~ Q
u
;!;
at
~
a:
o
ll.
,:
;i
u..
o
'<t" 0
N 0::
W lD
~ ~
::>
o !S
Vl ::>
::;:
SEALING MATERIAL
DEFORMED BEYOND
EDGE OF METAL
WASHER
fastener Schedule
N.T.S.
r, , r,
FASTENER SCHfDULE 0 EAVE.
r't-
....
u
w
a
a:
D..
SHEET
4.0
,
..
o
o
..
I-
:I:
"
~
o
u
.I "
./ J ~
I I 1./ ~
U A,/ ~
fl~! ill. 'ft-" ~
'..... I ,.(,/l~ ..
.! 4....i 15
il ........
j ~
THIS SEAL IS ~"I.ID, IF' AND DNl.'( IF', THIS PllOOUCT 0
IS UANUF'ACTURED AND SUPPuEO sr PORTERCOAP. ~
TIfIS SfAL PERTAINS ONlY TO THE IIATERIALS SUPPlIED BY POUGQII. ~
THIS srAL DOES NOT SEIM: AS - DR REPRESENT - THE PRO.lECT ~
ENGINEEIl OF' RECORD AND SHAlL NOT BE CONSTRUED AS SUCH, ..
i" SELF DRILLING SCREW wI WASHER
(030000)
(1) @ EACH SIDE OF RIB
SECTION @ PURlIN
MR-600
PANEL END CAP (231-0390)
RIDGE CAP
(450CAP)
POP RIVET (030105)
(1) @ EACH RIB
i" SELF DRILLING SCREW
wI WASHER (03000Q)
@ EACH RIB
1t SELF DRILLING SCREW
wI WASHER (030030)
(1) @ EACH SIDE OF RIB
TRUSS TAIL
SECTION @ TRUSS TAIL
MR-800
MULTI RIB PANEL
in SELF ORILlING SCREW wI WASHER
(030000)
(1) @ EACH SlOE OF RIB c!c (1) INBETWEEN
i" SELF DRILLING SCREW
wI WASHER
(030000)
(1) @ EACH RIB
J CHANNEL (wI HOLES)
(231-0487)
TENSION MEMBER
SECTION @ EAVE
MR-100
PANEL END CAP (231-0390)
i" SELF ORILLlNG SCREW
wI WASHER (030000)
@ EACH RIB
POP RIVET (030105)
(1) @ EACH RIB
11" SELF ORILlING SCREW
WI WASHER (030030)
(1) @ EACH SIDE OF RIB
TRUSS
SECTION @ TRUSS
MR-300
"
z
15
z
w
a.
~
z
w
!<
D-
o:
o
;:;.
~
THIS SEAl. IS ,;(.0. IF" AND 0Hl.. Y IF', THIS PIlOOUCT 0
IS IolANUF"ACTURED AND SUPPUEO II'/' PORTERCOAP. ~
THIS WI. PERTAINS ONlY TO THE IIATlRIALS suPPLIED II'/' POl.ICQN. ~
THIS WI. DOES NOT SERII[ AS - OIl REPRESENT . - 1M[ PROJECT !c
ENGINEER or RECORD AND SHALl. NOT BE CONSTRUED AS SUCH. a.
I
j I
,. J)/
,; jJ i-,-1r
./ / j, I //1-- ) (./,.Ot.e
p~" 4 ~I
\OJ I '
~ II
::> V
8:;
(,) .
ca I
~
-- cx:,.
8.. It l
~
I
~
"
I
....
~
~ ....
~ ~ ~
0 0:
W w
0 :It
Z ~
:I:
0 u
t= N
U CO
W IX)
Z CO or-
Z 0 ~
0 I
U ", 0::
:::E
lL. ", ~
0 N
0 en 0::
a::: ...J 0
m en
~ d
i z
w ~
....
~
>= 0
lL.
o
u ~ 0
~ N a:::
ri: w m
rg ~ ~
o ::>
D- 0 t=
: en ~
N
o
o
N
....
:<:
"
~
o
u
t-
V
...
i3
0:
Q.
SHEET
5
I
~I .
::> CJ
>>;
o ·
~ I
8. ~.
0.8
'"
I
II
I
.
"
I
....
z ~
0 ~ ~
~ 0:
-I
~
en
~
t...
0
0
0:::
-I
~ N W
W 0:::
~ ~ <
::>
.., 0
(f)
lIi d
I z
..... ~
~
0:: 0
J-CHANNEL CORNER TRIM CONNECTION DETAILS
RIDGE CAP
TUCK UNDER J-CHANNEL
CORNER TRIM
I
J-CHANNEL CORNER TRIM
PANEL END CAP
FASTEN WITH POP RIVETS
o EACH RIB.
NOTE: USE All AVAIlABlE
FAlL OFF PIECES OVER 24-
WITH A F'ACTORY CUT EDGE.
ROOF' PANELS AnACH
TO F'RAME PER ROOF' PANEL
INSTAllATION PlAN.
J-CHANNEL TRIM
J-CHANNEL TRIM
MEASURE, MARK, " CUT
ANGLE - FIELD CUT MITRE
WITH TIN SNIPS.
F'ASTEN WITH pop
RIVETS
J-CHANNEL CORNER TRIM
F'OLD TAB UNDER ADJACENT
J-CHANNEL CORNER TRIM
AND FASTEN WITH pop RIVET
LEAVE TAB TO BEND
OVER CORNER
J-CHANNEL CORNER TRIM
ROOF' PEAl< CAP
F'ASTEN OVER All ROOF' PANELS
" RIDGE CAPS USING 3/4- SELF'
DRILLING SCREWS.
RIDGE CAP
F'ASTEN WITH 3/4- SELF' DRIWNG
SCREWS 0 EACH RIB.
NOTE: A 6- MAXIMUM OIIERlAP IS INCLUDED
IN THE TOTAl WNEAl F'ooTAGE REOUIRED
F'OR THE RIDGE CAP. USE All F'All OF'F'
PIECES OIlER 24- WITH A F'ACTORY CUT EDGE.
J-CHANNfl TRIM
10' LONG
COlOR ON OUTSIDE
GAlVANIZED STEEL INSERT
RIDGE: CAP
10' LONG
COLDR ON TOP SIDE
~
~
GAlVANIZED SPUCE CHANNEL
~ WHERE MORE THAN ONE PIECE OF' J-CHANNEL IS NEEDED
, BUTT TWO SOUARE ENDS TOGETHER WITH A GAlVANIZED
SPUCE CHANNEL F'ASTEN WITH POP RIVETS.
NOTE: GAlVANIZED SPWCE CHANNEL MUST m INBETWEEN
RIBS. THE SPUCE CHANNEL DOES NOT HAVE TO BE
CENTERED AlONG THE EAVE.
J-CHANNEl CORNER 1RlIIf
a- LONG
COLOR ON OUTSIDE
GALVANIZED SPllCf CHANNfL
8- LONG
GAlVANIZED STEEL
t...
0
0
U 0:::
3!; a..
rL J:
....
....
'"
0 0
0. W
:i 0
~ en
0 .,.
0
0
N
~
"
~
0
u
" ...
z U
15 LaJ
z a
....
0.. a::
'" Q.
....
z
~
if
'" SHEET
0
C;-
~ REF.
0
....
lz
~
0.
J-CHANNEL TRIM (WITH WEEP HOLES)
F'ASTEN WITH (1) 3/4- SELF' DRILUNG
SCREW 0 EACH RIB.
NOTE: USE AlL AVAIlABLE J-CHANNEL TRIM ,
INCLUDING F'All Off PIECES OVER 24- WITH I
A FACTORY CUT EDGE. I
I
I
I
I
I
I
I
I
I
~
F'AlSE TRUSS TAIL
INSTAll TO THE UNDERSIDE OF' THE ROOF PANEL 0
EACH EAVE CORNER. TRIM MUST BE F'IELD CUT LONG
ENOUGH TO TUCK ONE END OVER THE COLUMN AND
THE OTHER UNDER THE BOTTOM OF' THE J-CHANNEl
CORNER TRIM.
ROOF' PEAl< CAP
COLOR ON TOP SIDE
PANfL fNO CAP
10' LONG
COLOR ON OUTSIDE
J-CHANNEL CORNER TRIM
THE CORNER TRIM IS TO BE FIELD CUT TO m
AND FASTEN OIlER THE J-CHANNEL TRIM USING
POP RIVETS.
NOTE: FOR SECTION VIEWS OF THE ROOF,
REFER TO THE ROOF CONNECTION DETAIL SHEET.
NOTE: REMOVE ALL PROTECTIVE PLASTIC
FROM TRIM PARTS BEFORE INSTALLING.
F'ALSE TRUSS TAIL
LENGTH VARIES
COLOR ON TOP SIDE