HomeMy WebLinkAboutPLANS 1S,TTEEL'BUILDING ITC.
standardCo, C;3tructic n Details
..� SCANNED
s.. EI... ������i/,
BY
_ e St. Lucie County
OF
NAL
�11U1111lIIUIUh���\
pEAN.STEEL BINC.
WUIL'RIIVGS,
' FOFTb1YE1?5, FGT�EUARTgNi (in{,1HOMn5t1«E, CA
91512d73
IMPORTANT
PLEASE READ`THf -FOLLOWING;
Unloading Check-out and Shortages:
It is essential, while unloading your Dean building, to, verify that all com-
ponents listed on the shipping papers were actually shippedjhe, actuafquan-
tities of the items on each truck are circled on the shipping papers; Any items
found to be shipped short, or in direct conflict'with the.shipping papers.
should be notedon the driver's report. This serves, two purposes: 1) you, as
the erector, will be aware that a particular .item '-is..missingandcan tem-
porarily work around It; 2) it lets us know that: we have a problem and allows
us to react quickly. This system eliminates the -discovery-that<something
Is missing at the time you need it to erect the building. Taking the time to
properly unload the job and check it allows4or proper placing,of`the .parts
-around the jobsite; whicFCshould expedite the erection process, Deanwill' -
do its utmost to fill any reported shortages as quickly.as possible. Once the
erector, or owner, signs that he has received the goods and'.acceptedlthem
as being complete, we can only assume that shortages after this point are
missing due to jobsite theft. All claims for damage or.;shorlagemust be
presented, in writing, to the carrier — either Dean Steel Buildings, Inc. or
-common carrier, within seven days after receipt of materials by purchaser.
Failure to do so voids any claim.
Storage and Protection of Materials:
A Galvanic action known as 'white rust' may result when aluminum, galvanized,
or the galvanized prepainted coating on piled flat sheets or nested formed
sheets become wet from rain, condensation, or other causes. Under certain
weather conditions this 'white rust' can happen in as little as24-48 hours.
Galvalume coated sheet is susceptible, as is galvanized sheet, to wet storage
staining. However, due to the composition of the coating, the sheet surface
will develop a dark gray discoloration as opposed to the white oxide that
develops on galvanized. Formed prepainted sheets must be protected from
-
moisture, In the same manner as plain galvanized or Galvalume sheets, if they
are in contact with other sheets. The sheets must be properly packagedandstored. It is important upon receipt of material to examine packages for
damage. Builders should take prompt action where cuts, tears, or otherdarnage
is evident. If moisture is present the panel should be dried at once.
Panels that cannot be stored out of the elements should be restacked in-
dividually and spacers put between the panels, so that individual panels
can have air circulated around them (non-metallic spacers, i.e., wood, card-
board, etc.). Bundled panels should be off the ground sufficiently to prevent
rising water from coming in contact with the panels. Bundled panels should
also be slanted so that any condensation may be drained off. All bundled
panels should be thoroughly covered with a waterproof canvas tarp. Do not
use non -breathing materials such as plastic because they prevent air
passage and tend to trap moisture in the bundle. Roof and side panels should
be erected as soon as possible after their arrival at the jobsite. If prolonged.
jobsite storage will be required, the builder is advised to seek storage of
the panels out of the elements.
Proper Erection Practices:
Dean_ requires that the erection of its products be done by experienced pre.
engineered metal bullding'assemblers. Erection and: construction' methods
should,be performed as outlined in the "American Institute of Steel Construc-
tion Code,of Standard•Practices for Steel' Buildings and Bridges, Part 5.•'
In addition, the erection policies and practices of both the SBA Independent Erec-
tors Division, and .MBMA erection practices must be understood and adhered to.
The quality of erection his a -direct bearing on the quality of the and product. If
there are any question as to these drawings on the Dean Steel Building System,
please do not hesitate to contact our Customer Service Department (941) 334-
1051
Back Charge;=Claim:.Procedure:
Dean Steel Btiildiogj'hic. follows the back charge claim procedure, adopted by
MBMA and as outlined in the MBMA Low Rise Building. Systems -Manual,
Common Industry' Practices,Section 6.10„ the Customer Service Manager
musYbe'notified af'brce'when a condition becomes.apparent, which may
result in a'backcharge by the builder, or erector.. Notification by phone must
be confirmed in writing. Some approximation of the amountof the back
charge must be established, at, this time, and a written authorization from the
Customer Service, Manager must be secured before the work is started.
Dean will not honor any field corrections or back charges unless prior notice
has been given and: agreed upon. All discrepancies' must be agreed upon,
in writing, and accompanied with a Dean purchase order number before.
Dean will honor any back charges. Dean will then pay this agreed amount
upon presentation of a final claim. Payment will be by credit memo to the
Builders account.
Any work which is undertaken without such notification and authorization,
for which the builder expects to back charge Dean, will not be honored as
a back charge. -
Should a discrepancy exist, Dean may elect to do one of the following:
1) Ship material from its plant for field correction (freight allowed).
2) Purchase material locally (or allow. builder to do so) for field
correction. -
3) Modify existing materials previously shipped, to conform to
requirements.
4) Return material to Dean's plant for exchange or modification
requirements. .
When delivery is contracted by Dean, it is our carriers intent to arrive on the
jobsite at a pre -designated timeand every effort will be made to do so.
However, Dean will not accept any back charges.due to late arrivals.
Dean will not pay any back charges for delays that may be Incurred due to
shortages. Dean will not pay claims on improper, unloading of material,
improper storage of material, or delays or damages caused by improper
erection techniques. Dean Steel Buildings, Inc. may make changes from
time to time In their product lines by discontinuing, altering, or modifying
any or all of the products Included therein and by adding new and additional
products thereto. Dean Steel Buildings, Inc. shall not, however, be liable to
builder in any we'yor for: any reason on account of any change In Dean Steel
Buildings;:flhc.'s=product lines.
INTRODUCTION
This Construction Details booklet contains typical details of framing members, sheeting, trim, and accessories common to most
Dean buildings. Using this booklet in conjunction with the blueprints and shipping list prepared for a specific building will
permit an experienced steel erector to erect any building in a timely manner that is both structurally sound and pleasing to
look at.
This booklet is divided into three (3) parts as follows:
1. Structural Framing Details
2. Sheeting and Flashing Details
3. Accessory Details
Additionally, each part is subdivided into many parts that show construction details for the various types of buildings
fabricated by Dean Steel Buildings, Inc. Please note that many details presented in this booklet may not be relevant to the
building type you are erecting. The first thing that you must do is identify from the purchase order what building type you are
attempting to erect, as well as what sheeting profile is being furnished with the building. Once you have established that
information, follow the details relating to accessories actually listed on the purchase order.
This "Standard Construction Details" is a supplement to the erection drawings for the job. Refer to this booklet when detail
cannot be found on the erection drawings.
NOTE: For ProSeam panel sheeting and trim details, see separate booklet.
i
STRUCTURAL FRAIUNG DETAILS
Insert Girt Isometric
1
Single Slope Framing Isometric
2—
Whig Unit Framing Isometric
3
Insert Girt Building Roof Framing
4
Insert Sidewall Girt to Insert
Endwall Girt - BF-EW
5
Insert Sidewall Girt to Insert
Endwall Girt - RF-EW
6
Bypass Girt Isometric
7
Bypass Girt Building Roof Framing
8
E-Z Lap Purlin/Girt Lap Detail
8
Bypass Sidewall Girt to Insert
Endwall Girt - BF-EW
9
Bypass Sidewall Girt to Bypass
Endwall Girt - BF-EW
10
Bypass Sidewall Girt to Insert
Endwall Girt - RF-EW
11
Bypass Sidewall Girt to Bypass
Endwall Girt - RF-EW
12 _
Insert Girt Wind Column Details
13
Bypass Girt Wind Bent Details
14
Bypass Girt Wind Column Details
15
Cable Bracing Details
16
Turn -of -Nut Method
17
TABLE OF CONTENTS
SHEETING & FLASHING
Sheeting Details - Rib-12
18
Sheeting Details - Rib-6
18a
Sheeting Details - Shadow Panel
19 _
Roof Trim & Liner Panel Details
20
Interior Partition Details
21
Valley Gutter Details
22
Gutter & Rake Flashing Details
23
Downspout Spacing
24
Gutter Miter Template
25 _.
Rake Miter Template
26
Rake Slide Retainer Angle
27 _.
Canopy Framing - Straight Beam
28
Roof Extension Framing
29
Canopy/Roof Extension Sheeting
& Flashing - Straight Beam
30
Canopy - Tapered Beam
31
Fascia - Vertical
32
Fascia Cross Section - Vertical
33
Fascia - Sloped
34
Fascia Cross Section - Sloped
35
ACCESSORIES & MISC.
Doors - Personnel
36
Overhead Door Details
37
Framed Opening Details - Misc.
38 _
Skylight/Wall Light Details
39 _
Skylight Florida Product Approval
40 _
Monovent Details
41
Vents - Circular
42
Lo-Profile Ridge Vents
43
Slide Door Isometric
44
Slide Door Framing Details
45
Slide Door Leaf Details
46
Hangar,Door Cross Section
47
Window Details - 2070 Fixed
48
Window Details - Horizontal Slide
49 _
Louver Details - Fixed
so -
Exhaust Fan - Vertical Mount
51
Masonry Details
52
Masonry Details
53
Screw Identification Table
54 _
Purlin/Girt Bracing Strap
55
Glossary of Standard Part Numbers
56
N.P.D. Prefixes
57
N.P.D. Numbering
58
Index
59
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I
8/7/97
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DIJ}3WOSI
6uItueM adolS ai6uiS
by6b
rd�t'a .Oi��b
or�r
,
WING UN17
RAFTER
CL 3045 G
(N.SAF.S.)
63147X 2' H.S. BOLT
WINUT HW5537 &
WASHER HW5812
WING UNIT RAFTER CONNECTION
11 AIV9
TO SM,LR, or LM BEARING FRAME
3•3/4'0.13pt
RAFTER
H.S. BOLT WfHVT
W5536 B
• w.�.
WASHER-HW5612
moCLr1010FRAME
COLUMN
WING UNIT RAFTER CONNECTION
TO EXISTING SM RIWO FRAME COLUMN
(CONNECTION ALSO USED
ON INSERT ENOWALLCOL)
WING UNIT
RAFTER
WING UNIT ENDWALL TO
BASIC BLDG. CONNECTIONS
3Gr4•X 2' H.S. BOLT WINUT
HW 6637 L HW6612 WASHER
IID FRIUM
RAFTER
WING UNIT RAFTER CONNECTION
TO LR, or LM RIGID FRAME
UNIT
6-314'X 2' H.3.
31 BOLT WINUT WINO UNIT
612
HW51 AND ING UMN
NI
HW6WASHER
WING UNIT RAFTER TO WING UNIT.
RAFTER CONNECTION DETAILS
NVIE_ WING MR BUILDINGS MAY HAVE EITHER
SIPR% OR INSERT GIRTS, DEPDIDING ON SPAN.
Wing Unit Framing
Isometric 3
9Y6NIB
�oqr
Ik.
Neg.
♦t.
ao
OGf
Sr9
�r
sr
f'y0
CAUTION:
USE ONLY 6 BOLTS AT
EACH PURLIN LAP AS
SHOWN ABOVE
Him
e4
SrR6�
4T
' AN1219
2"x3" ANGLE, PLACE
THE 3"LEG IN THE
VERTICAL POSITION
ATTACH TO,THE BOTTOM
OF PURLIN AS SHOWN
Roof Framing for
Insert Girt Bldgs.
4
4115/02
rvz ,
BI *�
FRh O<r —
h,
$10 ysar2�NNr
@�4�
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CVjq(<
•To6Nlvs o/y
Cry, i2slfy
• Nws es l
S'Oi.
f
OPTIONAL
WARING FRAME CORNER
COLUMN CONNECTION
USED WITH CAIJOPIE.S
AND FASCIAS
C �39 q�r
B pkkkc AiNfc
sF'Poy`fy orsNwy��,'•/yrt s Nwy'a'
4P
oars 6�.f1a/ rs
B
9. fygi
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1p
abf9<e 4g5OC lsrfy
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\dry •.
., AO
BO(r&e.
R q,
14jRNC�p. �= BN• `9
to
H �Ts y�1.7
sec Rksl� o
rO
NOTE REFER TO ERECTION
DRAWINGS FOR BOLT SIZES
AT BEARING FRAME CONNECTIONS
Insert Sidewall Girt to
Insert Endwall Girt Framing
—Bearing Frame Endwall 5
,z2,.0
N
Rck?�,9<1 C
RW AlJ
"
Sidewall Girt to
Insert Endwall Girt Framing
Rigid Frame Endwall
6
,z2?.N
3126198
FOSFF Wrs +A� � D 0
RfOR�fIR�0
'�fylg4pN�NOp _ '`Y�9
�N
ty.
f
9
iprfR � glq�'i
rfF+rJ
'Po
j�t�6=gT=3_WE LM N f/Y
MtWYWFV6/1ai15 W hroI INN! OYERiVtD NUlks
OPTIONAL
"E-Z LAP" DETAIL PURLIN a GIRT
J
C�K
fq�f
ip F� JPG^
I�LN �S'f
0
41 Ss
4,
DWU RMUN STRO DIAMA@.1
CONNECTION (WHEN SEOURED)
Bypass Girt Roof
Framing
8
4115102
A
RD;
NOTE' REFER TO PoGE G FOR
ALTERNATE BEARING FRAME
COLUMN TO RAFTER CONNECTIONS
4SyFS�, ,�J6NS 046
�'q RATS
D
S•q-
Wjti � P ro
RO P
� MYJS��S N f,
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3a
/ /4y/2iyl
y5 p /
4a,
post. /p'b 4.0" O
B O
4:0.. C! 0 P<p
.0 0- ,
p9
pt.
Wg3yy4f9'ry��` N�
PIS
2.
NOTE- REFER TO ERECTION
DRAWINGS FOR BOLT SIZES
AT GEARING FRAME CONNECTIONS
Bypass Sidewall Girt to
Insert Endwall Girt Framing
Bearing Frame Endwall 9
7227.00
G
0�
aio to pqa
2e Rap�F
yW$60N SFR cot
980 Rkv
Hy,� 0 is
4%jI
d ��Ryow4
WjyR�r/� p�� f yr
4 y• ykS T Co. r0
4' R/0 40 S R4O,
NOTE REFER TO ERECTION BRAWN= FOR BOLT GR�F.,T
AT BEARANG FRAME CONNECTIONS
REFER TO PAGE 7 FOR ALTERNgE BEARING
FNAME COLUMN TO RAFTER COAECRONB
Bypass Sidewall Girt to
Bypass EndwallGirt Framing/
Bearing Frame Endwall 10
1 12.27.04
S
ENDWALL COL. TO RIGID FRAME
(CONN. AT PEAK W/SPLICE PLATE)
(SEE BLDG. CROSS SECTION FOR BCLT
NUMBERS 6 SIZE)
R
�s2+Nef
o- s
S s4
-T
e�z°FR4
G:
FR
4*e
R*Frf
R
off.• o 0
s,�p'E 4y'IW
C.ytiu; f
-ram y'c.
w, s
yk.S3�sTR
yWSs3
4
Bypass Sidewall Girt to
ej P ro Insert Endwall Girt Framing
4;SS "3 Rigid Frame Endwall
�4
D
ENOWALL COL. TO RIGID FRAME
(CONN. AT PEAK W/SPLICE PLATE)
Bypass Sidewall Girt to
Bypass Endwall Girt Framing
Rigid Frame Endwall
12
,Z27.04
(FIELD
I
ENDWALL
RIGID FRAME GIRT
COLUMN
WINO
COLUMN O O (4)- z"0• 14 KS BOLTS
— — W/NUTS,HW5532 6 K
O O WASHERS, HW5610
CH2621 (AT TOP ONLY)
O O W/CL3001 A
NOTE.' BOLT LENGTH VARIES WITH FLANGE
GIRT CL3185 ALL BOLTS ARE 1/2"0 x I V4':0- THICKNESS (CODE). CHECK JOB
NO DRILL) NW5534 W/NUTS, HW5586 DRAWINGS FOR CORRECT PART
TYPICAL GIRT CONNECTION AT NUMBERS AND LENGTHS.
RIGID FRAME WIND COLUMN
NOTE: WIND COLUMN DOES NOT INTERFERE
WITH FRAMING AT BEARING FRAME
20 .1 BOLTS,HW 5534. 1
OF NUTS, HW5566
FRAME 4 LINE ,}. C. OF
FRAME
7 SHEET 7"
LEDGE
VARIES �« +{
3" 13„ 4 I«
IL_-2
4 a-i --i— I I
11 ► =I _rr. � �
N I I
- - t---I--11-,. -
AT INSERT GIRT FRAME
AT BYPASS GIRT FRAME
WIND COLUMN
ANCHOR BOLT PLANS
WIND COLUMN ANCHOR BOLT SCHEDULE
COLUMN
TYPE
*'
DIMENSION
OTY.
BOLT SIZE
A
I -2 /2'
A
7/e' 0 x 1'-3—
B
1'-21 2"
4
I 0. 1 -W
C
I-2 2'
4
IW 0x2-0'
O
2-1'
4
1t4 0x2-5'
E
2-6'
B
11/4' 0x2'-0
4
n
)11
III
III
III
III
IN
111
111
UI
I
tl
WINO COOLU N BEARING FRAME
STANDARD -WIND COL. FIELD ASSEMBLY
TO RIGID FRAME OR BEARING FRAME
NOTE:
HAVEWA 8"CPROOJECTION. BOLTS
AT SIDEWALLS THAT ARE OPEN TO
FULLISLABEWIDTM BE MAINTAWEED
FOR RIGID FRAME WIND COLUMN
LOCATIONS
-BASIC BLD'G, ANCHOR BOLTS
Q-WINO COLUMN ANCHOR BOLTS
Q-ADDITIONAL ANCHOR BOLTS USED
ONLY WITH TYPE "E" WIND
COLU
Insert Girt Wind
Column Details
13
8(7197
PLATE WASHCR
UPI72� i �CL3137
2-N"O ANCHOR BOLTS
,RIGID FRAME
_ 0T Cf' ANCHOR BOLTS
N
'GIRT LINE
_ SHEET LEDGE
O B
E"f MOO FRAME
ANCHOR BOLT PLAN
NOTE, WIND BENT DOES NOT INTERFERE
WITH SIOEWALL FRAMING
RIGID FRAME COLU,
RIGID FRAME
COLUMN -WIND BENT
LINE
GE
SECTION A -A
.2
to F OF RIGID FRAMES
CL3137 `
I
I
W/NI
_
c WIND BENT RAFTER
CAUTION: Depth of bent railer may
interfear with overhead door system
allow at least 7 below save height for
rafter, plus 16" to 24" for door drum.
Rafters may also be tapppered and be
deeper than 2 depentling on bay apace.
and building Code.
N
WIND BENT COLUMN WIND BENT COLUMN
A
RIGIE
A
'RU
RIGID FRAME
WIND BENT TI
FRAME WEB
CL3137 '
WIND BENI 10 RIGIO FRAME RAFTER CLIP LOCATION
5TAN DARD
Lle�l
14111
VUTS
iUT
AME COLUMN
rpass Girt
Wind Bent Details
WIND BENT to RIGID FRAME RAFTER CLIP LOCATION 1
( OPTION4
AL S 4
! 0�11/y�N,S.DDU
T
FRAME COLUMN,
WINO COLUMN
WIND COLUMN RIGID FRAME
ANCHOR BOLTS ANCHOR BOLTS
EAVE STRUT
[-f-2 I '
(4)-fO KI�H.S. BOHO7T�—
LTSDIMENSIONS
W/NUTS, HW 6604 WITH SHEET LEDGE. Bh B%2 e
B WSH RSA HW5610
(AT TOP ONLY) WIND COLUMN I'In ILL%2
1 ANCHOR BOLT DETAIL
I
I
I
1
�
�
1
I
I I
I
1
I I
CL-
- BASIC BLDG. ANCHOR BOLTS
0 - WIND COLUMN ANCHOR BOLTS
O - ADDITIONAL ANCHOR BOLTS USED
WITH TYPE B B C WIND COLUMNS
ANWSCHEDULEYPE
DIAC
HOLD THESE DIMENISM
WHEN 'FEET LEDGELEDGE
NOTE: ALL WIND'COLUM(I ANCHOR
IS DELETED.
BOLTS HAVE A 2'PROJECTION
LEDGE 0 NOTE:
RECOMMENDED MINIMUM EMBEDDED
LENGTH (INCLUDING HOOK)OF THE
ANCHOR BOLTS AT FULL MOMENT
CAPACITY OF THE WIND COLUMN.
ANCHOR BOLT LENGTH IS BASED ON
ALLOWABLE BOND STRESS OF I69 31
PER PAGE 270 i1SB_
GUIDE TO Al �i.YlL
BUILDINGS. 19TU ED.
ALTERNATE LENGTHS MAY BE SPECIFIED
AT THE OPTION OF THE FOUNDATION
FROM EXCESS BASE ANGLE
SECTION A -A
AT GIRT ELEVATIONS
Bypass Girt Wind
Column Detail 15
817197
TO FIND THE LENGTH OF A CABLE W/O
THE EYEBOLTS ATTACHED. TAKE THE
XC 'LENGTH" AND SUBTRACT AS FOLLOWS.
-CABLE DIA.
MINUS DIMENSION
/4'
2, 5"
5G6.
3/B'
2Lg"
7A6"
2_11'
h"
BRACE GRIP,
COLOR. -'.Coot
CABLE
-CIA.
CABLE
CIA. CODE
EYEBOLT
TH'D. SIZE
YELLOW
VV
4
V2"
BLACK
5116,
5
/
ORANGE
3/ "
6
5/8"
GREEN
1/18
T-
3/4"
BLUE
SIZE
NUT
WASHER
-CRESCENT
WASHER
1/2
HU5586
HW5573
HW5563
5/8
HWSS87
HUS574
HW5560
3/4
HW5588
HW5575
HW5564
7/6
HW5589
HW5576
HW5561
1"
HU5590
HW55R1
HWS562
CTION
PURLINS
IVIRED)
FRAME
CALCULATING THE "LENGTH" OF CABLE AND ROD BRACING
AN St. C'
ROUND C OFF TO THE NEAREST ONE THIRD OF A FOOT.
EX., IF C. 22'-69/19',THEN C•22'-9"
!LENGTH" . C + 9' => 22'- 9"+9' => 2T-6"
(BOTH EMS TYPICAL)
COLOR CODE FOR
CABLE 512E
N WASHER TYPICAL CABLE BRACE ASSEMBLY
PART N0. IDENTIFICATION SYSTEM '®\
CABLE EXAMPLE %C2365
2e.e LONG `SEE DIA. CODE CHART
,V101[ BRAtE
(OPTIONALI R00 EXAMPLE %82385 (ErxrxA/tr )
Tj 9ReveTleR
23'-8" LONG) `DIA. IN EIGHT. 5/Bx
NOTE: ROD AND ANGLES WILL HAVE
SOME DEFLECTION DUE TO THEIR
OWN WEIGHT.
DOUBLE RAWN
IIF REQUIRED)
SECTION
'E SECTION OREGOENT WARIER
Mt WASHER
NF]I NN �
MW6013
MASoNRV AAIGHORS
(BV DTN6R5)
SEE A CHCR BOLT PLAN FOR
SIZE AND LOCATION
ANGLE BRACING DETAIL yl
6 �!
\4 ANGLE PREFIX IS S "-�
' ROD PREFIX IS "XB"%B" +'
CABLE PREFIX IS "%C'
W-Brace Details 16
8f7197
INSTRUCTIONS FOR INSTALLING A325 BOLTS BY THE "TURN -OF -NUT" METHOD
1. Augn the connection holes with enough drift pins to maintain the dimensions and plumbness of the structure.
2. Enough bolts shell be brought to a 'snug light' condition to insure that the parts of the Joint are brought into good contact with
each other. ('snug tight' is defined as tightness attained by a few impacts of an impact wrench or the full effort of a men using
an ordinary spud wrench.)
3. Bolts shall be placed In any remaining holes In the connection and brought to snug tightness. Hardened washers shall be used
on nut side of connections.
4. All bolts in the connection shall then be tightened* additionally by the applicable amount of nut rotation specified in table -A, with
tightening progressing systematically from the most rigid part of the joint to its free edges. During this operation there shall be no
rotation of the part not turned by the wrench.
5. A307 bolts should be brought to a finger tight condition.
TABLE - A
A325BOLTS
NUTROTATION'
FROM SNUG TIGHT CONDITION
TENSION /IQPS
V
LENGTH"
112'
2' & SHORTER
1/3 TURN
12
M.
2' &SHORTER
1/3 TURN
19
518'
OVER 2' NOT OVER 4'
112 TURN
19
314'
3' & SHORTER
113 TURN
28
314'
OVER 3', NOT OVER 6'
112 TURN
28
718'
31W 3 SHORTER I
113 TURN
39
7/8'
OVER 31W. NOTOVER T
W TURN
39
1'
4' A SHORTER 1
113 TURN
51
1'
OVER 4', NOT OVER 8' 1
W TURN
51
'Impact wmncbvs6 If used. shall be of adequate capadly Yid wlncienty supplied Wth ah to pYrormtir required
tightening of each boll In approximstsiv 10 eecade.
"Bolt length Is measured from the underside of the to the extreme and of Me point.
Nut rotallen is relathv to the boa, regerd4u of the element ( nut er bolt )bairg lamed.
Fat bob Installed by 12 turn or lest, the tolerance should be 130'.
AS STATED IN AISC SPECIFICATION FOR " STRUCTURAL JOINTS USING ASTM A328 OR A490 60LTS:'
A325 BOLT a NUT IDENTIFICATION
GO(D
TVK 3 TWE It Type 1
Turn -of -Nut Method
-t�;v -H H
17
NUTb M0 IT Wiliam IO141' 2/29/00
OR DWRLC CI WFLR111E1
saEwASS'Y W01C.
saFnNo aucn a+u`oz.
S_HIEEEWI�LLLL SHEETING LEAP
!_ _ —� - �7
SHEETING W10 .SHEETING MUMIN
PURUN GEARING LEG BEARING IEO MUMIN
ROOF FASTEI�RS
OR aC. SCREW ASS'Y.
2YC,
SPACING AT SAVE RAMP R 9II1
SOEW AB±Y. 30 nG SCIIEW ASS'Y,
CH NfOG
EI 1 . •. 2
]A•
WALL FA9T%NER SPACING
D.
SHO
SECTION THRU CORNERS
111101,1011%.
im umm Tlrx 8' T0� ENT
WCI NG
wwo
NGAJRgr6N Well
J'TIDE «w blaw
SCnGN TMW VVE eml MOULIM 1
SCREW,'ASSk.
INSIDE CID:
SEE
Notes:
1. Sweep all flings from panels during
and atteremetlan. ..
2. Start roof porals Rome aasldowsH
panels union otharwlaa Indicated
on the construction drawings.
3. Start wallpanels atthe steal lino
unless otherwise Indicated on the
construction drawings.
4. Option! "If -drilling Games am used
for attaching the shoaling and
Washing to tho secondary framing
only. SeN•tappingacrews are used
at laps and flashing to shooting
connections.-
-S. Refer to the Gavin, page of the
construction drawlago for screw
part number sellout and spacing.
e. Productapproved panels for Florida
Building Code, High Velocity, buildings
most have top sealer (HW6776) In all
wall side laps. -
T. Al panel laps, start the downhllNower
papal 4". uphllllabove the web of the
purlinlpirt. Startthe uphliilupper panel
2' downhlNlwlo v the web of the pudlntglrt
toform a e• overall lap,
EAK
ga. mE Wall Sheeting Details
ASVV. DETAIL �A'
18
12.12.12
SCREW
REST
tt C.c
a '
SCREW ASS!YN 30'OC.
SHEETING DIRECTION. OR IB O.C.
SIDEWALL SHEETING LAP
SCREW ABSY
SPACING AT EAVE, RAKE, 9 SILL
STRUT
SAVE "BMWs
SURER ASS'
FASTENER SPACING FOR ROOF
8C8E'1I
A88'Y.
EAVE B END LAPS, PUfl LINS, a DOUBLED PUNLINS
BCaEW h99Y
SCREN
A99Y
12'of
E•1 !' ! a E" E� O- [�
NW BTTS
INSIDE CLOSURE
`115
NW SEA
TAPE xALEII
SPACING AT EAVE, RAKE, BI SILL
SCREWASSY
RAKE —
Notes: ENOCAP
Bs•
1. Sweep all filings from panelsduring ruA TRH
and after erection. FUVBW
2" 12" 12' 10" el2.
Start roof panels same as sldewall
panels unless otherwise indicated
on the construction drawings.
WALL FASTENERS
3. Start wall panels at the steel line
ENOWALL
unless otherwise Indicated on the
construction drawings.
SHEET.
4. Optional selfdrllling screws are used
for attaching the sheeting and
gashing to the secondary framing
CORNER
only. Self -tapping screws are used
FLASHING
SCREW AssY. is"O.c.
at laps and gashing to sheeting
connections.
S. Refer to the cover page of the
SIOEWALL SHEET
construction drawings for screw
part number callout and spacing.
GIRT LINE
6. At panel laps, start the downhlllilower (�
panel 4" uphilliabove the web of the
SECTION THRU CORNERS
purlinlglrt. Start the uphill/upper panel
I\
2" downhilllbelow the web of the purlinlglrt
AGO,
to form a 6" overall lap.
TUG(wTlL S"TOPERETM NSDE CLOSURE /E1OY ASWT 6w�T0 PREVE
ITAT4 (rot BVOSBI
WALL RWEL u
SECTION TWU EAVE WITH INSU AT10N
rwuN
EAVE
SILL
B.Y. SCREII
FLASHMB
FLASHING
SCREW AS
12* Oa.
EAVE
SHEET
SCREW AS9 Y.
NW 5722
WTSIOE MOSWE
S.Y. SCREW
D
'BASE T IYIOBXN-SOl
ASS'Y
Rib-6 Roof and
Wall Sheeting Details
DETAIL "A"
TAPE SEALER AT TOP B BOTTOM
/-OF INSIDE CLOSURE STRIP AT EAVE
18A
121212
E.M. SCREW
w-er u-e.c.
ASS Y.
WALL FASTENER-1
PA Iw
NOTE:SHADOW PANEL SHEETING IS T
PANEL. REVERSED. THE ERECTOR MU
SURE THE FINISHED COLOR SIDE IS
OUTSIDE.
NOTE" SWEEP ALL FILINGS FROM PA
DURWG & AFTER ERECTIONS,
NOTE, (OPTIONAL) SELF -DRILLING SCREpWg!
FLDI9E�N0 O NE 1W 70 EECONDAIRY.
YRAMINS ON ETD SCREWS ARE USED
p CDONNE�CfElON6 s a FLASNINO TD sau
b
r 11
S � f _SIDEWLLL
NOW
�GIRT LINE PROM BE=
ex" sm/im
\\ 1 ? Y1Y 9E AI=
W R4 FALL.
COIRNL AE CO MO AU
FLASX
END WALL
/ SECTION m pj CORNERS
OC1A-S®fOIR
IGDmTI1D1 WIT➢ GLL DNS ON
COmDTROCiZON DRA9@iRD)
MEND m on Commm wan ameung•netans
TO AVDE"AfODME
19
SCREW ASSY
rRL v r•1WALLTORODFI
(rs s > PI FPO 6-100200
DOOR JAMB FLASH)*
SCREW A86"l.,1e'0.0
ACREW ASSY.,
BEARING OR 10610 FRAME
CORNER DETAIL
INTERMEDIATE FRAME DETAIL
FCE6900S08
7 PA EL W
FiJL011No
sty
d•0.4
6-100200 IMLEM,
Q` D.C.
FIMALL DETAIL
4I1M
KEYW.
44
BASE .DETAR.
LINER PANEL DETAILS
GgREW.ASWV., 12'0,4
SAVE FLASHNG
HW5TT5 TAPE SEALER
MAO-100200
AANE FLASHING
AOOF SHEET
INSIDE CLOSURE
�WRLIN
HW5TTS(R.S.)
HWSSSE OLE)
T610E CLOSURE
-SCREW AS6'Y.�
$CREW' ASS V. 12'0.t.
ROOF 9HEEi
WALL SHEET
EAVE 9TPUf
FAKE ANGLE AWA
WALL SHEET
SECTION TNRU RAKE
(WITH ENOWALL SHEET)
SECTION THRU EAVE
(WITH SIDEWALL SHEET)
AS ABOVE
WMDA
dosipL
CAVE TWM
SECTION TWU HIGH SIDE EAVE
(WITH SIDEWALL SHEET)
iP
OPEN WALL DETAIL
Girds reversed (turned down)
no trim providod unless requested
on purchase order (Optional)
SUCT ON THRU'RAKE
"OUT efDWALL SHEET)
SECTION THRU RAKE
WITH RAKE SLIDES
®zaazzeevzeaaaeza
(See pg 27 )
SECTION THRU HIGH SIDE EAVE
(WITH SIDEWALL SHEET)
nSOE CLOSURE
ASPS. p e (
OUTSIDE CLOSURE
L-INSIDE CLOSURE
LEAVE I' SLOT BETWEEN WALL PANELS
As SHOWN.
WING UNITDrCANOPY
WALL TO ROOF FLASHING
(BELOW EAVE CONDITION)
SCREW ASBY.e'O.C.. WALL SHEET
FWR6•IOO2OO INSIDE CLOSURE
WALL TO ROOF FEASHING
SCREW Ass K, IfOC
ROOF SHEET RSOLgEiET�AHIR.-
301MWW AAfORrrY. EAT EACH
FPURLIN URIAI On FAIT 9RSIT
WALL TO RODF
CONNECTION DETAIL
(SECTION THRU RAKE)
ovr-na,o
orerrm
NY
WALL TO ROOF `w
CONNECTION DETAIL
(SECTION THRU RAKE, SHEETED BELOW)
Roof Trim and Liner 2O
Penes WAS AS N600
.a
A
NOTE! COPE GIRTS, SHEETS,
a FLASHING TO FIT.
IC06- 400200
CH-26MCTOP B BOTTOM), INTERIOR PARTITION
CORNER FLASHING
O O
O
O
EETING: SCREW ASS'V. - INSIDE
18' O.C. CORNER FLALSHING
FPC6-IO 00
INTERIOR PARTITION WALL
TO ROOF FLASHING DETAIL
INTERIOR PARTITION CROSSING
PURLIN
ROOFPANEL SHEET
'RAKE ANGLE AN1219
SCSI SCREWQEA. PURLIN EAVE FL/� 'SCREW 120.C.
SILL ANOLE SCfiEW AS S'Y.,
EAVE STRUT 12 O.C.
STD: WALL SCREWASST
SIDEWALL
PANEL �..
SECTION A BASE DETAIL
INTERIOR SIDEWALL
PARTITION DETAIL ,
NOTE+ COPE FLASHING AND.
-SHEETING^AROUND GIRL -
SCREW: ASSY._, 18"O.C.
O O NTERIOR PARTITION CORNER FLASHING
I C06- 100200 _
O Interior Partition
CH2621 Details
' INTERIOR PARTITION
CORNER FLASHING DETAIL
SCREW AS5V.
OUTSIDE CLOSURE (USE
IF WALL IS EXPOSED)'
INTERIOR SHEETING —
21
3125198
WAIL PANEL
SCREW ASS'Y, eO.C.
WALL CART INSIDE CLOSVRE
FIELD LOCATE 1�TAPE SEALER R TOF'DOTTON
T- ROOF PANEL
VOW4.100000
R
*tv SVSV
id
RR'25SitU
sTR' i►L �
CUR O 0R0t8 S
1,16
SOIL
GIRT LINE TO GIRT LINE CLEARANCE
WALL TO ROOF
1�. S60-
ell
d1t0
GLC
>f96t� 1
INSIDE CLOSURE ROOF PANEL`
TAPE SEALER\ _f /SCREW ASS'X.
'Rlsit0
S.L o
COR'O, 10 Sty'
�R
41
NOTE, FOR ADDITIONAL SEALING AT CONNECTOR STRIPS
HOOFING CEMENT FIELD
BY DEAN SER TEEL SL006j N
EAVE STRUT
UVOR4.100000
GIRT LINE TO GIRT LINE CLEARANCE
ROOF TO ROOF
Valley Gutter
Details
22
2/16/00
ASSAY. 2 REDD
SCUPPER 1/8' BLIP RIVET,iL4109 4-RED D.
LAP DETAIL
ISTD�S
0LAP—G.MISTIOTER
S
S
2' FlELD O T
�. GIRT
5C
AS
SCR
h ASS
i TT 2-R
BmBO Ye' RS5
MITER CUT DETAIL, S-EO CCRR
D. '�'3-RI
GUTTER. TO RAKE GUTTER END DOWNSP
TRIM FL4204 R.N. STRAP
SEAL W%GU�TTELR SEAL (CONNEC
NW5720 AT GIRT
1" ENDCAPDETAIL
2 2W
A55 Y. DOWNSP(
Q W/ELBOV
GUTTER SEALER
GUTTER BRACKET
SCREW GUTTER BRKT.
ASS Y.
WIG WASHER CONNECTION. DETAIL
jtI WA
DOWNSPOUT DETAIL
\ MAKE DIAGONAL CUTS,
\ ` FOLD DOWN TABS
6" INSIDE DOWNSPOUT
AS SHOWN. 3 SCAEWS
FLASHING
8DFTfTASMEDO
SEE RAKE
AT FINIAL FOR DETAILS
9 ENO EECTIOII TKRI
air
NW5775
TAPE SEALER
FINIAL
RAKE 8 PEN( TRIM
FRAME COLUMN
OFf
- OANDPY SAVE STRUT
CMANN0. ' WALL SHEET
ELBOW
CORNER FL4lo4
TRIM STRAIGHT DOWNSPOUT DOWNSPOUT S711AP
FL4109 - ELBOW FL4106
DOWNSPOUT
TMIWNR= RETURN
OEpL"4�
1 FIELD
PROVIDEDE 0. PAOEA2682BEMPLATE
2ANSERTOUTTER IN RAKE TRIM TO SNUGNESS
YRACE OUTLINE IN RAM TRIM a HAND S&
TO FIT.
LEAVE TABS IN RAKE TRIM TO FOLD INSIDE
OF GUTTER AND CONNECT WITH 4-HW5700
BLIND RIVETS AS SHOWN,
L
SECTION TMIJ RAKE
AT PEAK
PROOF SHEET
RIL(N&fOONE
S
H0 EAVE
OPEN SIOEWALL
\ SCREW FOR COLUMN
ATTACHMENT IS HW9061
Gutter and Rake
Flashing Details 23
9/8/00
DOWNSPOUT
SPACING
(use w guide to
compute number
of IPouul
(ONE
HALF
SPACE)'
(FULL SPACE)
S/2 (ONE-HALF SPACE)
1j Distance Between Downspouts
1 ., 1
•
not Me
®®���_
4"
5" T
.11 NOTES:
i
1. Reference is from Architectural Graphic Standards
and U.S. Dept. of Commerce Climatic Maps of U.S.
2. Shaded areas of chart exceed standard gutter
requirements. Non-standard gutter and downspouts
may be required for adequate drainage - consult
with Engineer.
3. For buildings with fascias or mansards, use 1/2
of•the spacing indicated on the above chart.
4. Chart is for width or span of gabled buildings;
ai'ngle slope buildings would have twice the water
for the span, so use double the width of the
single slope to determine downspout spacing.
Ex. for 60' wide S.S., use spacing for 120' bldg.
5. it is the builder's responsibility to determine
the proper spacing for their local area.
Downspout Chart 24
8/7197
.t
Gutter Miter
Template 25
an/s7
TOP OF
FLASHING
\ LLJ
z
Rake Miter
Template 26
8/7/97
RAKE TL
FRA6-2(
ROOF TY
RIB: 9.11,
SSILOW:
SSMIGH:
RAKE SLi
FRS6-100
(1140 GAP Mi
OUTSIDE
ALL PANEL
PURLIN
ANGLE AN1283 (FIELD CUT TO V-3" LENGTHS)
ATTACH TO PANEL RIBS WITH SELF TAPPING SCREW.
ANGLES REO'D. 5 FEET ON CENTER.
ALIGN ANGLE W/ ROOF SLOPE,
NOTE RETAINER ANGLES ARE TO KEEP RAKE FLASHING FROM BECOMING DISENGAGED
FROM THE RAKE SLIDE IN HIGH WIND CONDITIONS.
RAKE SLIDES & RETAINER ANGLE ARE PROVIDED ON GABLED BUILDINGS 120' WIDE
AND GREATER AND ON SINGLE SLOPE BUILDINGS 60' WIDE AND GREATER.
PURLIN
I SLOPE
Rake Slide Retainer Angle
27
8.6.2013
FRAMING PLAN, CANOPY W/O EXTENSION
(2) V2'D s 1412" Spc Head bolts Wlnuts
HW5558 (at each eava channel & ppd1n)
H.S. BOLTS WINUT &
H.S. WASHER HW5812
(SEE JOB DRAWINGS
FOR BOLT LENGTH &
PART NUMBER)
W/fl�1T�HW5604
4 WASf1iS Haw
CANOPY CONNECTIONS AT RIGID FRAME -INSERT WRTS
8-�2:1i2" Ha BOLTS YI/NUTS,
HW5604, WASHERS HWSBO
e
CL3172 Y.j CL5183
CONNECTIONS NOT NOTED
SIMILAR TO RIGID FRAME
CANOPY CONNECIIONS AT BEARING FRAME
,,//ROOF EXTENSION ONLY
FIELD DRILL END �G_-
BAY EAYE STRUT --- -- --
1
' BASIC BLDG.
RAKE ANGLE
r1/Y021�4"BOLT W/NUTB 3'CANOPY ENDRAFTER(CH2501)
HW5534 R NW5586 5'CANOPf ENDRAFTER(CH2504)
CONNECTIONS AT CANOPY un nemER
BLDG. RAKE,ANGLE
CUr AS RED 0.
CANOPY
OF RIGID FRAME OR 11Y'T01
BEARING FRAME pS
CHANNEL
BLDG. PURLN
CHE-E4-(LENGTH)
3-6" ROOF EXTENSION
id.
-G"ROOF EXTENSION
CHF-F"LENGTHI
FRAMING PLAN, CANOPYW/ EXTENSION
Cvam.
It2'Da1-1/P Spa Head belts wfnuts
HW5558 (at each eava channel)
ENO BAY
TL 5°
CANOPY CONNECTION AT RIGID FRAME - BMSS DINTS
KS. BOLTS wjwS,
WASHER Nw5610
Straight Beam Canopy
Framing Details
28
128.2010
t
2-
ESC-04(LENGTH)
RAKE ANGLE ,
SCREW (TYP.)
RAKE ANGLE CONNECTION
Roof Extension
Framing Details
29
817197
Note: Eeve &Canopy
FTs 6-100200
CANOPY SAVE
FL4217(RIQ.M4218tLIQ Eave flashing are
TRANSITION FLASHING
RAKEFLASHING
FLASHING
Ep CFLASHING only provided When
CANOPY SAVE
SCREW ASSY. 12"O.C.
soffits are ordered
FLASHING
-SCREW ASSY. 12"O.C.
RAKE FLASHING
EAVE
FLASHING
RAKE FLASHING
R OF EXTTENS5ION
RAKE FLfSHIN6
SCREW ASSY.
ROOF E%TENSION
EAVE
FLASHING
24 O.C.
RAKE FLASHING
PEAK FINIAL
SCREW ASSY.
PEAK FINIAL
'*�•
-
24"O.C.
CORNER WITH ROOF EXTENSION
INSIDE
INSIDE
CLOSURE
CLOSURE
SCREW ASSROOF MEL
R(i
SCREW ASSY. d'O.C.
ll
EAVE F ASHINGFEA6.10020EAVE
FLASHIGUTTER EAVE
SCRCCAA22o4yyOEAVEPIFCEG-FFCES-100200
GFCANOPY
EAVE FLASHINSCREW
ASC, SOFFIT
SCREW ASS Y.
SCREW ASS..C. PANEL
24"O.C. Sgp.EW ASSY.
12 O.L.
x
EAVE W/O GUTTER
EAVE W/ GUTTER
--
PARTITI
ROOF PANEL
100E SCREW
SCREW ASSY. )2"O,C.
PANEL
PANE
t
FLASNI G
SCREW ASSY.
12,O.C. CANOPY
RRAAIfAF§ANGLE RAFTER
(FIELD CUT)
FND'FALL
PANEL KJREW AS
12 O.C.
ROOF EXTENSION
RAKE FLASHING
FRE6.100204 SOoFFIT
SCREW ASSY. 12 O.C. FANEL
OUTSIDE S(
CLOSURE ROOF EK
CANOPY RAKE AT INT. FRAME
ROOF EXTENSION
yd. BLIND RIVETS
6" O.C. CANO
SCREW ASSY. 12" O.C. SOFFIT
p EX7 PANELS
SODFIT FL45HING SCREW ASSoS`YY.y.
MW ASSY. 12"O.C. Fl4SHINSOFFIT
BWALL PANELS
INSIDE CLOSU11RE
(CANGPYS W/0
SOFFIT OIPY
NLY) GFRLNN
ArM
SPEW ASSY. SCREEW ,
OF PANEL ppp 6 O.C. 24"O.C.
PANEL /
[CHANNEL EAVE FLASHING
BOTTp0M OF CANOPY
5:7NAFTEfl _
EAVE STRUT
PELT OUTSIDE CLOSURE
SCREW ASSY. CANOPY SCREW
I O.C., FLASHING 12'O.C.
CANOPY AT SIDEWALL
{I1
SCREW ASS% 12'O.C.
P2' ROOF EXTENSION
�
CORNER SOFFIT PANELS
FLASHING
VF EXTENSION
FFIT FLASHING
CORNER WITH CANOPY
SCREW ASSY. 12"O.C.
ROOF EXTENSION
NDWAND
PANEELSL
T/�� \RAKEFLASHING END CAP
SCREW ASSY. 12"O.C.
NOTE: SOFFIT SIDELAPS
RAKE FLASHING
USE HW5511 @ 1 R" O.C.
FINIAL
'AMC CORNER WITH CANOPY —IQ--- —
W/OUF6IDE CLNOpS S 0
(g00F E%TN. NO SOFFT ONLY) CANOPY 6DFFIT
-SCREW ASSY. 12"O.C. FLASHING
FST6-100200 (RUR-121
RAKE FLASHING FS96-100200 (AIR-61
BASIC BLOG. RAKE ANGLE
PANEL CAP TRIM Straight Beam Canopy
FCT6-100200 (RIB-12)
FCSG•100200 (RIB-6) Roof Extension
FLASHING EAVE STRUT Sheeting & Flashing Details
FCEG-100200 30
ROOF EXTENSION AT EAVE 3126198
BLDG. COLUMN
LER BLOCK
B HW5612
CANOPY TO B.F.
CORNER COL. CONN.
N ASSY. 12"O.C.
DE CLOSURE
PANEL
NOTE,, SOFFIT PANEL
NOT SNOWN
CANOPY
ANE 1
CLOSURE
*STANDARD '�IN
EAVE FLASHING
x CANOPY
EAVE FLASHING
FCES-100200
CAVE
CHANNEL
CANOPY
PART NO.
BOLTS
WASHERS
4�
RR6549
141-HW5602
(41-HW5612'
6'
RR6550
(4)-HW5559
(4)-HW5612 '
B!
RR6551
14)-KW5539
(41-HW5612
10,
RR6552
(8)-HW5539
(8)-HW5612
12
ANS55S
181-HW5539
HO-HW5612
5
RR6560
(4)-HWBW2
(4)-HW5612
t
BLDG. ROOF PANEL
BLDG-EAVE STRUT
OUTSIDE GIRT LINE OF BASIC BLDG.
RHO PLNIFO(RABT NO.)
I
PLAN FOR PART NO.) L
11
J B
CANOPY FILLER BLOCK
TH15 PUtLIN USED FOR
RAFTER
GUSSET PLATE
B AND 10�CANOPIES ONLY•
:
RRAKEO ANGLE
:ANOPIES ONLY
CHC-04{LENGTH)
SECTION A
CANOPY AT SAYE
EAVEJ
END BAY EAVE CHANNEL
CANOPY FRAMING PLAN
,
I"
INSIDE CLOSURE INSIDE CLOSU
ROOF PANEL STRIP STRIP
FLASHING
FBASHING
A55'Y.
EAVE CMANN
L ,,�43 1�— OUTSIDE CLOSURE
_ 69O. C.
x I I
EOFFIf ONLY
STD.
qqyy
FLASHING
NOTEISOFFIT PANEL SIDELAPS-
I E, WALL USE "5511 SCREWS,
GUTTER
gOFFIT
_
SO�EW ASSY. FAVE
SOFFIT
EL @IS D.C.
SCREW ASSY,
PANEL
24 OC. CHANNEL•
PAN
CANOPY PURLIN
24"O.C:.'
SCREW ASSY, '�
SEE DETAIL "AI
WALL PANEL xCANOPY EAVE
- FLASHING
O.C.
CREW ASSY. 12"O.C, cANOPYx SCREW ASSY
SCREW ASS! E
FCE6-100200
T�
24 D.C. FCES-100200 12"O.C.
SCREW ASSY. 24"0.6'
SCRF,V!
SIDEWALL EAVE a WALL DETAIL
EAVE'DE7AR. W/GUTTER
ASSY.
@6D.C.
SIDEWALL GIRT
GIRT
C� 12"OC.
'
CANOPY ROOF
PANEL
SB OCASSY.
BASIC BLDG.
COLUMN
_ e
BOLT NUT
ANI219
CHANNE ,,.RAFTER
AN1219
5 EC. ASSY
6GR0.C.
GUSSET PLATES
1/2"Dal14
GGSSET
PLATES
BOLT SIT
FILLER. BLOC(
Cp
OPPP- GENERAL NOTES FILLEK
ASSY.
LSHEET WALL BEFORE HANGING CANOPQ DRILLBRAKE 'HOLES
IN PANELS FOR CANOPY BOLTS B SANDWICH
FLASHING PANEL BETWEEN THE CANOPY RAFTER a
CREW ASSYTHE FILLER BLOCK.
12"O.C. 2. ONBELOW EAVE CANOPIES FIELD LOCATE ADDITIONAL
FLASHING GIRT THEN SHEET WALL (DO NOT ATTACH SHEETS TO
ADDITIONAL GIRT UNTIL CANOPY ROOF IS FLASHED)R SECTION A
"JAMS
FRE6-100200"
RAKE ANGLE - HANG CANOPY RAFTERS. THEN ATTACH AN ANIE19 CANOPY BELOW CAVE
`iTO GIRT 9 PANELS TO ANGLE.
IT PANEL AFOR CANOPY ROOF FASTENERS &TAPE. SEALER SEE STD..SHEETING
ISOMETRIC
x4. STANDARD AND CANOPY EAVE FLASHINGS ARE ONLY
PROVIDED WHEN THERE IS A SOFFIT ON THE CANOPY.
SECTION B
Tapered Beam Canopy
Framing, Sheeting &
Flashing Details
31
16•-]S• MT 2F9-e6-R00900 20'SAY ZEG-G6-190500
Ie•.- •-RG-00D C9f. OA•%'KA-fF-9d115(1D
iUM&911 le fl AR iA\
ze•-ss• w-as-xoo9ooj
3d SAY ZEG-G5-29O500
A M1,1622216-0-FASCW
I
II
p
E
t 9f11AAY_•f.F.1-.14-10nnnn
ii•-u• W n B4-250500
2q'BAY.CFJ-J4-240600
30 BAY, CFJ-J4-290500
ze•-ss• BST cee-BA-p999oD
SIDEWALL FRAMING
IS'ENO BAY ZEC-C6.150112
(2dEND BAYS ZEC-CG-200112
O�BAY, ZEG-G6-190 00
I
A
MH6210g d-*FASCIAI
MH627211e-d FASOA)
20 BAY CFJ-J4-19050D
A
I5 ND BAY,CFA-A4-150112 ENDWALL FRAMING
2 D BAY, CFA-A4-200112
I&M x 1-11V 5PC HEAD
BOLTANU} l
BOTTOM
a NUT
FOP GIRT.'
ZEE-EG-030100
ORNER FLASHING
4L0,",FASCHI, Ocy6.0A0100
d-O FASCIA,0006.100200
6'CrFASCIA.0suG-o60100
USE ANIOD AT
CQRWR5 FOR
6 AND 'GREATER
FASCIAS
IA
WI
13�A
a
V
NOTE. ANGLE USED AT
SINGLE MALL APPMTIONS
OILY.
iFC'D I
I
_` 1ffM x 1-VT' 5PC HEAD
BOLT B NUT
SECTION "A -A!
1E SIDEWALL CHANNEL
IT CLIP, CL3119
Gauge of members shown
:1A END 6DANE
will vary with wind load & code
FA EB-D601188
FAE6.100200
3' CORNER RETURN
FOR SIDEWALL FASCIA
STRUT
Vertical Fascia
Framing & Flashing Details
32
tZ9 I
0
io
SCREW ASSY.
12"OC.
CAP FLASHING
RIB-12/ RIB-6
FA06-100200
RIB-12/ RIB-12
FAVS-100200
1O
,
'
TOP GIRT
SCREW ASS'•Y., 12"O.C. .
1VOK 1Yq' BOLT B NUT
,CO).UMN
2. 5"((4'-0"FASCIA)
BACKSHEET-3=5"(5� 0"FASCIA)
BACKSHEET '
-0' FASCIA,MH6210
'-O"FASCIA,MH6211
p'-5" (6'-0"FASCIA)
"
',-0"FASCIA,MH6222
• INSIDE CLOSURE
BACKSHEET SUPPORT�AN1249
"
NSIDE CLOSURE
SCREW ASS'Y., 12"O.C.
ASCIIgA
_
ASSY.
'ROOF FLASHING,FL4176
GG,,
4-0 �i4E`TONFASCIA)
.SCREW
12"O.C. ROOF PANEL
'SCREW ASSY, 12"O.C.
S'-01(5L0"FASCI
TAPE SEALER
6'-O't6- O"FASCIA)
EAVE TRIM
EAVE STRUT
_
- SCREW ASS-Y. AT
GUTTER' �
_ 5i2" PURLINS 9 EAVE STRUTS
ANI116
•I" Sum PANEL —
L2PE SOFFIT
.. .
PURLIN
q AWAY FROM
'DEWS
3CgEW ASS-Y.,
(4) 3/4"P.2%4"
NOWALL
-
12! O.C.
H•S.BOLTWNUT
COLUMN
%SE FLASHING
-.WASHER
Bvs-100200
BUILDING
. COLUMN`
" - FILLER BLOCK MOT aEo'a ON 1RseRr -
UPSIDE
- .CLOSURE
V. GIRT BLGGS.) -
PANEL CAP FLASHING - ••
_
'
SCREYI ASSY FCCTs'10020o (ale-6
. 12' O.C. WALK PANEL -
'n
BOLT a NUT EAu
ENDWALL CONNECTION
SIDEWALL
_-
CONNECTION DETAILS"
NOT NOTED SAME AS
._
SIDEWALL . CONNECTION
I.
1' -I2"ROJPECTION-�
z.
3. IN HIGHER WIND LOADS, THE STANDARD PROJECTION MAY CHANGE
TO 1-4112" AS THE FASCIA BEAM CHANGES FROM W4X13 TO W8X70.
Vertical Fascia
Cross Section
33
12.9.2010
• 16--11. BAY 2331
• • 231.-11^ BAY 31131-155-250900
' ' 1 261-11• BAY ZEES-ES-300900
19--11-HAY, =-F4-210114 (41-4-rAsC1A11 20IBAY, CFJ-J4-190500
=-F4-211114 (V-O-FASCTA) 2eSAY, CFJ-J4-240500
CFK-K4-02a114 (6'-a+r"CLJ
23•-11'SAY, M-U-260714 (4'-0-rASC1y 30'BAY,CFJ-J4-29050E
Crr-r4-263114 (W-a-FASCI SIDFWALA. FRAMING
CTK-K4-270314 t61-0•FASCIAI
2r'-11'BAY, M-G4-110714 (4I-0•TArC1A)
C-F4-311114 (6•A-1ABC1A1
CSK-K4-120314 01-0-IArCLy
10flUCRAI ZEC-C6-150112
/.�l..,,.... _2dHAT. ZEG-G6-190500
15' END SAY, CFD-04-160706
CFO-04-161106
CFL-L4-1703.06 1
2d END DAY. CFO-04-210706 I
CFG-04-211106
CFL-1,4-220306
TOPGIR
ZEE-EG-030100
FCSG-100200
FCT6-100200
SHM SUS
AN1240
0 `
10FJCKNiNEI
1-d FASCN, CFK-K4-031114
EIiJASOA, CFK-K4-040314 SIV•'4.(
d-DFASGM, CFK-K4-040T14
3' CORNER RETURN FOR ENOWALL FASCIA
A
END OF OIRT
SUPPORT
M
`40P GIRT
ZED-DO-020512
(If-O'FASCIAI
(d'-dFA50W
(d-O'rASCIA
SMET ATNI
AN1246
t. CL3119 (T1P. FOR SINGLE WALL
AWLICATIONs
2if ONLYI
I NOTE, AWE USED AT SINM
PARM W FIA.40 0006•
WALL APMJMIOYS OLY
FC56.100200 [RID-6) CORNER FIA6MGS
e-1Y
FCTG-100200 (R16.1 "DINIA
ANI260f� dFAxW
CL3125 �' "FASCA
e-eFFASyA
AN126R("FMIAt
0 FASCIAI
Ld
�AM7$7(6
S0M MEETING p. AI FA0
•46, g +� iCEi1NG
r-IOU/Ra H'-dFATGW
190TI0Y auxlEl . FU51pB
2L-ZL1f '(6'-dFASC1AI
FBVB-100200
10 CR-L4-031106 (4'--0•ffAICIU
CFL-LY040306 (}'•gJAlCM)
i'�'(� (6'$7ASCIAI
CF4L4-040T06 :(6`bb6 FASC A)
ENDOFCXANM".L -
�� d
QM20 AN1262OWFASM
f2/11%'f
ANI263(i'-O"FASOA)
1
T ' AYE S3Wr ANe"fe-dFAlCIOI 03N ESS NOTED)
- '-----3' CORNFR reTuRN Fm siwm.. FAwA
ANI262(4-dp6M)
0
AN126a%.V$ 661A)
0 A AI(G'NS
OCOG'_- "n%tt .0 FASWI
LOUD MIT
COMES FLASHING
GLM FRANC a
4'-CrRMA
R:E�FR Q
4f-o'FAiaA
Gauge of members shown
CUa
will vary with wind load & code
A9MM14-e FATCW
6Y{21G16'-erSCW
CTION A -A
N96223(e-0 FASCW
PNIOL7 ALL BOLTS S NM -
Y20 r Iv4'
Sit "S NOTED) Sloped Fascia
FASCIA END OEETING
Framing & Flashing Delaft
SASES-10020,
F00 AT ENDS
002p9G•100200
34
iUSS'AT SLOPE
2/23/00
BASE FLASHING- I
FSV6-100200 AT ENDS
FBSS-100200 AT SLOPE
CAP FLASHING
FAXS-100200,
FASCIA SUPPORLANI
2MNEL
I" BCLT a NUT
\SOFFIT SHEETING
2-04'-O" FASCIA)
2-0"(5-d'FAscIA)
9-0"W-O"FASCIA)
NOTE: SLOPE SOFFIT PANELS 1/4"
TO DRAIN AWAY FROM SIOEWALL
SIDEWALL CONNECTION
I.
2.
ASS'Y., 12"O.C.
SCREW ASS'Y, 12'O.C.
1W / x 11/4' BOLT & NUT
9ACKSHEET SUPPORT
AN1249
SIDE CLOSURE
;REW ASS'Y..12"0.C.
�--ROOF PANEL
TRIM
STRUT
GIRT B06.)�
WLDINO COLUMN-
`SCREW AS,S'Y.112"O.C.
,,—WALL PANEL
PANEL CAP IF SHINS
FCS6'100200 (RIB-6),
FCTG-100200 (RIB-12)
LITS
_ENDWALL-OONNECTION
DETAILS NOT NOTED. SAME
AS SIDEWALLCONNECRON
I PANELS FOR Sloped Fascia
IA FRAME e
OR WEATHERTIGHTNESS Cross .Section
EXCESSIVE RAINFALL. I
35
8(I/9T
HEAD ANCHOR CLIP
T d4wpwWac rpW&s
eneNwcatedercl di,
tofieI toff a hfadetheteems
1olm for dip y
NI NeMearc for Gip Wider.
(CPP rwtsirown anl5annewcsomeNc)�00Is
M-dx21/r
Ar< BOM1s
Ind 6r DSB)
i-
'•1t.i:
DOOR LEAF
000k HMS
RIBBED
PANEL
CLOSURE
rwaxp ecn<s nee•x
HEADER
RN2
RI00
SHADOW PANEL
FH36030410
FHT6'030410 HEADER
-040410
-940410 FLASHIN
-060410
-060410 DETAIL AT DOOR HEADER
RIBBED
PANEL
CUT PANELS
AT JAMBS F,
F
0ING
20
DD200 (R16) ADC
200 (RIB' 16'6I
DETAIL AT DOOR JAMB
0
EDGE CHANNEL, ATTACH TO INACTIVE
LEAF
6TjtE'HS•
TOP B BOTTOM BOLTS
FIELD INSTALLED I.. 146"
BPS.
ON INACTIVE
LEAF.
COVER LOCK —OVERLAP STRIP ATTACH
PREPARATION
W/LOCK I1AACFTIVE p TIMEACTIVE.LEAF
35YER
PLATE, AE
It 65ET
°
DETAIL FOR DOUBLE SWING DOORS
VIEW FROM INSIDE BLDG
FRAMING LiOMETRIC
IE—OPEN LNG DIMENSIONS--A1
3'-0' FOR 3070
CONCRETE DETAIL 4'-O'FOR 4070
6'•O"FOR 6070
FRAHNGSCREWASSY DOORJAMB
SHADO PANEL JAMB FLASHING
SHADOW PANEL
HEM FLASHING
FHES-ID0200
DOOR JAMB W/ SHADOW PANEL
Note:
see manufacturer's Installation instructions
for size and location of all bolts and screws.
The purpose of this sheet is to show the interaction
of the metal building and door and is not meant to
replace the manufacturer's installation instructions.
Product Approval numbers are shown
on cover sheet of drawing paclulge.
Self Framing Walk
Door Details 36
1.0.10
JAMB
ENDWA�FRAMING
72 0 k I %q BOLTS. HW-5534
W/NUfS HW-55BG
(FIELD -DRILL)
(4) 2 0 [ I IC BOLTS 4('NW-55M BOLTS
BUTS
HW-553, G NUTSCL-5013 (ATTACH 1D EAYE
HW-55
STRUT OR GIRT)
FIELD DRILL.
(4)12'DA14t2'
JAMB SPC HEAD BOLTS
(4)-HW-BW4 BOLTS SNUTSHW55SS
HWSSBfi NUTS
VO [ 6" ANCHOR BOLTS
(FURNISHED ONLY BY
SPECIALSPEC. ORDER)
SECTION -A
NOTE: USE TWO FRAMING SCREWS
AT EAOH CLIP CL3016 WHEN
REGUIREDTOSUPPORTTHE
_ _ WDGHT OF WORKMEN.
0
MGWT JAMB
6
INSIDE CLOSURE
SCREW A33'Y. (12'O.fa.
HEADER
HEADER
FLASHING
DETAIL AT HEADER
SCREWSCRASS-DOOR JAMB
REDO
RIBBED IANEL JAMB FLASHING
DETAIL AT DOOR JAMB _
SCREW ASS.Y.
(IB'o.CJ DOOR JAMB
SHADOW PANEL
JAMB FLASHING- -
HEM FLASHING
DOOR JAMB W/SHADOW PANEL
1010
HW-5534 BOLTS
NW-5586 NUTS
SECTION A -A SECTION B-S
(WITH SHEET LEDGE) (W/O SHEET LEDGE)
PHOJECT.PPAASST JAMB FLASHING
0 [ e. ANCHOR BOLTS
I
Overhead Door
Framed Opening Details
37
12.9.2010
W 0 a IN BOLTS, NW-SSS4 W MINESNW-5506
(FIOA MILL)
i1t314"
(41-EA�n
FIELD GRILL
STRUTOMT
NW-55
OR GIRT 6'm-7__
EN MWLL-JAMS TO
CL'imj
$AFTER CONDITION
HW-"66 34 NUTSS OLTS °
HEADER
(2) IWDN7.112- SPC HEAD
BOLT WMUT HW5568
CL-3010
_
MLALMJLNBTMAroua sLLEA¢
Finart lCclx
(2) HW5668 BOLTS WINUTS
a-S010
OJSE AT F,O.W/4 SIDES)
J
ryryyy; pp� pps
R O-
!4'bIT�
a-> Du
d.-BOOS
(2) HWSSSB BOLTS WIN
AT F.O. WITHOUT SILL
FRAME- OPENING
SIDEWALL ° ENOWALL
LOCATION DETAILS
SCREW A
(12�O.CJ •
JIYa NWINe
awe a D'0
SN¢T JAMB FLASHING DETAIL SHEET
1 {'� yL
L
ee•�st.o �
SECTION A -A
BEARING
RIGID CO,
1 COLUMN
Gala MACH.
Nw-5'JSBG MUTSTS e
BOLTS
7
INSIDE C IR
SLOG
SSW
{CrfW ASSAY.,
SHEET
112 QDJ
MEAGER
HEADER
FLASHINe
HEADER
FLASHING DETAIL
OUTSIDE CLOSURE FWSG-100200
ROOF [RTENNON
RAKE FLAENSIO
941 WAMiL
• JCREW ASSY
(IL O.CJBL
0.0
PLATE GLASS AINDOWALL
FLASHING
3
e �,D.Dwp,A- Cr1C
[•l4AN61E(-
IN
CHICH BYPASS'
ALL CONNECTIONS
CL-SDIO(TYPJ U.N.
- GLb016 —
OVERSRED =ED OPENING
emEWAI I & ENIMLL LOCATION DETAILS
214.
e MIT
ENDWALL COLUMN OR SIDEWALL
.INSERT HEADER CONDITION
(OLTBN AMID FRAME
eLDLOCaT COLUMN
(HELD LOCATE
envu^1
TTHEADER
SIDEWALL BY-RISS WRIER
CONDITION
• TATT No TIME WOULD THE 136ATOR CUE
L S\l OR WHAT 7HE CART FLANGE' ALWAYS
CUT HEADER CHANNEL
bNr
O 01=A TO ►NGE ITJD CUT INTJDE RA
W ►WWED OPENNG HEADDL
DIRT 1. ERECTOR TO FIELD NOTCH INSIDE FLANGE
T�4 C.3190 Fro WEB or rRAYED oMIGIo JAYS
HGpER C���'`l• I
DETAIL FOR F.O. WRH T-D' HEADER HEIGHT
/
NOTE FOR HEADERS ABOVE T-0'TO 7141
FRICTION CUP
INY J FILL NDR1R TO NUT am Aux
Amos: 010FND. (Gar To WAIR • man
2 �NNGLDS TWO
A 'h 0 %G'AMIRA BOLTS
n
NOTE:
4AY6 TRIM PREFIX IS FJT6- (RIO-6
Z� A I 5 FIFES'
fl(AI
OPEMIIY DIMENSION _I HEADER THIN PREFIX 16 FNT6• RIa-4I1
FN9 G- iRle•{ 1
ANCHOR BOLT PLAN
Miscellaneous Framed
Opening Details 38
12.9.2010
INTERIOR SUPPORT
ROOF FRAMING
SCREWASSY
I2' O.C.
SIDE LAPS
ROOF STITCH
SCREWASSY�
Ir O.0
END LAPS
OOF FRAMIN(
SCREW ABBY
W. O.C.
RECOMMENDED ORDER OF
PLACING OF PANELS
CAUTION
DO NOT STAND ON LIGHT TRANSMITTING PANELS,
LTP'S ARE NOT DESIGNED TO CARRY CONCENTRATED
LOAD. STANDING ON LTP'S MAY CAUSE THE PANEL
TO FAIL RESULTING IN SEVERE PERSONAL INJURY.
CO
O
NOTE: DEB PROVIDED LIGHT TRANSMITTING PANELS
DO NOT MEET OSHA FALL PROTECTION REQUIREMENTS.
GUARD OR OTHER FALL PROTECTION DEVICE REQUIRED.
W-5526,12"O.C. T— WALI.FRAMING
. ROOF STITCH SCRIA;
ORDERED(
TAPE SEALER SCREW V O.C.
FIIBBEERRGLASS HW-5775
A EAVE STRUT
LLK,HW-5775IFRLINBR&ING LiAG - RIBBED PANEL 2_ FIBERGLASS PANEL
PANELS
7: p WALL FRAMING
FIAFRGI ACC TO STIFI FIBERGLASS TO F-SERGI AGO q SCREW B'O.C.
TYPlcusoe uas .LL mwr
RIBBED PANEL
SKYLIGHT MUST LAY
ON TOP OF ADJACENT TYPICAL FIBERGLASS WALL PANEL INSTALLATION
BHEETB LAST RIB },
ROOF STTCH SCREW LIGHT TRANSMITTING PANEL
SKYLIGHT611OTOR0IM (OPTOHAL� RIBBED PANEL
TAPE SEAL ����
RIB PANEL SSK57fi9T
IF 4' OF INSULATION ROOF FRAMING SCREW
Fa
VAPOR BARRIER B
FOLD VAPOR BARRIER
SACK OVER RIBBED PAMFL PURLIN
- HW5518
END LAP WITH N INSULATION
' � PURLINf
'TAPE SEALER'
. HWSTA - SKYLIGHT TRIM INSTALLATION
O BOTNEHULAPS
AND 90E LAP. IF SKYLIGHT TRIM IS NOT USED,
ROLL BACK INSULATION AS REQUIRED.
FOR UL•SO SKYLIGHT KITS
_ REFER TO UL CONSTRUCTION #157 .
FOR INSTALLATION INSTRUCTIONS
Skylight Details 39
LIGHT TRANSMITTING 3.6.2013
PANELS
t
NOTE: DSB PROVIDED LIGHT TRANSMITTING PANELS
DO NOT MEET OSHA FALL PROTECTION REQUIREMENTS.
1 I GUARD OR OTHER FALL PROTECTION DEVICE REQUIRED.
.GROMMET HW5526
5 SKSM TAPE SEALER
FIBEERLGLAS$ NW6718 ,.
___ ___ ___ NOTE SKYLIGHT TO SKYLIGHT
5}.R Ca9 CiA APPLICATIONS NOT PERMITTED
IFP �I��G LEG RIBBED PANEL
INTERIOR SUPPORT TYPI I RID APS
SKYLIGHT FRAMING
SCREW ASSY
3 HY' O.C. IS TOTAL) SKYLIGHT MUST LAY
ON TOP OPA0.IACENT
_ SHEETS LAST RIB
SIDE LAPS
GROMMET
A"min
NW552S
10" O.C.
GROMMET HW5528 LIGHT TRANSMITTING PANEL
I SFSK6 xIl00pOM (OPTIONAL) RIBBED PANEL
TAPE SEAL
END LAPS I
SKYLIGHT FRAMING IL SKYLIGHT
SCREWASSY 5 RIB PANEL SK5786
31AT' O.C. IS TOTAL) 1 1
RIP 4' OF INSULATION SKYLIGHT FRAMING SCREW
_--_ 1 FROM VAPOR BARRIER B
-� FOLD VAPOR BARRIER
BACK OVER RIBBED PANEL POPLIN
1 HWSSIB END LAP WITH INSULATION
PUR'LINf J
O
RECOMMENDED ORDER OF
PLACING OF PANELS
CAUTION
DO NOT STAND ON LIGHT TRANSMITTING PANELS,
LTP'S ARE NOT DESIGNED TO CARRY CONCENTRATED
LOAD. STANDING ON LTP'S MAY CAUSE THE PANEL
TO FAIL RESULTING IN SEVERE PERSONAL INJURY.
O
SKYLIGHT TRIM INSTALLATION
IF SKYLIGHT TRIM IS NOT USED.
ROLL BACK INSULATION AS REQUIRED.
THE INSTALLATION INSTRUCTION
FOR FL13793 SUPERSEED THESE INSTRUCTIONS.
FLORIDA PRODUCT
APPROVAL 40
LIGHT TRANSMITTING 3.6.2013
PANELS
rL OFIOGM RI8
�1 11�.OF MGNAI9
Q.OFMIGHRI8
1 a wcx Rle AIL l
ol
(1RIOGE CAPS REMOVED FOR EACH MONOVENTI
SUGGESTED DIAGRAM FOR INSTALLATION OF OPERATOR CHAIN
(PARTS SHOWN NOT SUPPLIED)
-LEAVE A 112' GAP IN THE BOTTOM
TAPE SEALER AT EACH END & SIDE
TO SERVE AS A WEEP HOLE NEAR
EACH END CAP
TAPE SEALER HW5775 TOP &
BOTTOM OF CLOSURE STRIPS.
TAPE BETWEEN END CAP SKIRT
AND HIGH RIB OF RIDGE CAP.
)R CHAIN
KEEPER
I .
ILL GIRT)
5M SCREW ASSI
12°O.C.
NOTE: MONOVENTS MAY NOT BE`IGO%WEATHERTIGHT
IN SOME STORM CONDITIONS. CONDENSATION
ON VENTS CAN ALSO PRODUCE MOSITURE
INFILTRATION OF THE BUILDING SYSTEM.
SECTION THRU VENTILATOR WITH DAMPER
TEMPLATE) 'INTERMEDIATE THROAT CLOSURE(MV W/ DAMPER
ONLY,ATTACH TO AIRSHAFT AS NOTED)
VENTILATOR SPLICE DETAIL
ALL VENTS ARE SHIPPED WITH END CAPS
REMOVE CAP AND SPLICE AS SHOWN ABOVE
FOR CONTINIOLIS VIE NT OPERATION
Monovent; Details 4i
1116197
CIRCULAR
VENT
PIPE
C�J LRIDGE CAP
C SHEET (142)
'B
RIDGE
CAP SHEET
14- 12 )
r
e /Jf e e
TYPE' SCREW
AS SY.. 6"D. D.C.
e `VENTILATOR
PEAK SHEET /
/
o �
VENT
PIPE \
RIDGE CAP
SHEET
SECTION A -A
VENTILATOR
PEAK SHEET
TYPE )A' SCREW
gSSY.. . 6" 'D.C.,VENTILATOR
TAPE SEALPEAK SHEET
ER
lHW5T757
RIDGE CAP SHEET
SECTION C-C
NOTE:
CUT HOLE IN
RIDGE CAP SAME
DIAMETER AS VENT,
BASIC BLD-G.
ROOF SHEET
PARTS SCHEDULE
v
SCREW
.C.-
VENTILATOR\
PEAK SHEETI TYPE 'A' SCREW ASSY... 67O.C.
TAPE SEALER
(6i761
tRIDGE'CAPSHEET OUTSIDE CLOSURE
DETAIL B-1
20'CIRCULAR VENT V12 W/O DAMPER ONLY VT7000
4:12 VT7002
24'CIRCULAR VENT 1:12 W/O DAMPER ONLY VTT004
4:12 1. 11 1.VTT006
Circular Vent
Details
42
6/7/97
SPLICE }14 SE,, •/WASHEK
E PLATE
2}• TAPE SEAL
fl 111NC RiJOi CAP
SECTION "8"
POP -RIVET
rJIP
r�YOCM
/- SKIRT
' LXISi. ROOF
S1STEIV(PROFRE
MA• VART)
S=CTICN "C. G
/
/ C
TABLE A
Air Movement per Lineal Foot Factors
HEIGHT
Temperature
Difference
IN FEET
5°
100
15°
200
250
1 300
10
16.65A
22.05A
26.10A
28.60A
31.50A
34.20A
15
18.90A
27.00A
31.95A
36.00A
38.70A
41.40e
20
23.85A
31.50A
36.45A
41.40A
44.508
48.15e
25
26.10A
34.65A
40.05A'
45.00e
48.60E
53.10c
30
28.35A
37.35A
43.65a
48.60B
52.65c
57.BOc
35
29.70A
,39.15E
45.90E
51.30a
65.800
60.750
40
131.508
41.85e
48.60a
54.90c
58.500
63.45C
45
33.30B
4320e
150:40B
57.60c
02.10:
66.60c
50
34.658
I 45.45e
153.10c
159.85c
j64.80C
70.20n
RIDGE CAP
\ VENTILATION COR_
I
SKIRT
/ EXIST. ROOF SYSTEM
SECTION 'W
VENTILATION CORE
tt
TABLE B
Wind Velocity Factors
WIND-
M.P.H.
Factors
A
B
C
D
3
1.14'
1.09
1.02
5
1.25
1.18
1.09
7
1.41
1.29
j1.43
1.16
9
1.62
1.43
1.25
11
1.82
1.57
1.32
TOTAL CFM = (Table A) X (Table B) X Length
Lo-Profile
Ridge vent 43
8rn9T
FL4092 PH
FL4093 LH
HOOD END
1/BELIND RIVETS-
NW-5790
SCREW ASSY
(12'O.C.)
WALL PANEL
DOOR GUIDE
-PLATE —
ROOF PANEL WALL PANEL
EAVE FLASHING INSIDE CLOSU4_TF
HOOD FLAS
SAVE STRUT F58G-1002
HOOD HOOD
SECTION B (AT EAVE) �
SECTIONS
pr
L
9gH"W ASST.
(12 O.C.
INSIDE CLOSURE (AT OPENING ONLY)
HOOD FLASHING(AT OPENING ONLY)
CL-3025(AT TRACK SPLICE ONLY)
aaoa4tz'-� o.c, l
(2)1P2'DM1-V2- SPC HEAD
BOLT WINUT HWS669
1I2"DM141T SPC HEAD
BOLT WINUT HWSS59
DOOR
WIDTH
CLEAR
WIDTH
DOOR
HEIGHT
CLEAR
HEIGHT
8-D
T-I
10-D
9-8
10-0
9-I
12=0
w-o
0-9
-o
Ia-I
18-0
LS-9
NA
NA
CL3024 AT ra H:TRS
CL3C)25A ur =Ta
In 1® TRIM,
I SURM
CL3181 pT n
NOTE, FOR ENDWALL SLIDE
DOORS gLLOW A MIN.
OF I'-S� FROM DOOR
CLEAR HEIGHT TO THE
EAVE HEIGHT OF THE
BUILDING
mOf PM.
:V. STRUT [LIP
CL3027
.Npt SUPPpIT NTL
(�TF UNIX? fGR (.OGi10l6i
1WDxl.lW FLUSH HD
BOLT HWSSSS
'w a TRACK
(SNP M)Vff fae LApIIRNv
I
I( j""�Gwra CL3029
SEI MONONN " C "
(OUN41E M' GPNA')
\ DOOR TRACK DOOR LEAF PANEL r 1 I
—WALL PANEL
DOOR STOP. MW-DSIT I y� ( (OUTSIDE OF OPENING ONLY)
1
i�---AN 1219
CL3016 f/
culoE ANGLE AN1219 -
p GIRT ATTACH W/SCREWSQ :•`D':�•'•;�
12"O.C. J ls�.A.:•v:::.
o GUIDE PLATE INNIS n... -
yZ' ID • 6 ANCHOR BOLT
°
JAMB SECTION "C"
0
0
CLW09 Slide Door Opening
° Isometric 44
129.2010
BEARING OR RIGID COLUMN
,,HEADER AT ENDWALL
0
CL3000
CORNER COLUMN
CL
539
I. , . .,-..... ..�.....LTB .
JAMB CONNECTIONS
ME
INSERT GIRT
RIGID FRAME
(ALL BOLTS V2°0 xI-VdUNLEf- -----
BYPASS GIRT
RIGID FRAME
WIND COLUMN
ENDWALL COLUMN
COLUMN
IP CL3078
FRAME
Slide Door Opening
Framing Details 45
197
grro
bq ,//-410,AN1219
/
—�
(O/ /o Gq
WIDE ANGLE
ATTACH W/SCREWS dal
,✓�
12" CTRS.
CAUTION TO BUILDER
DO NOT STAID ON CL3016
o
DURING THE ERECTION
o
PROCESS.
1W,
WINDSEAL WSL4-(25'M
ATTACH W/SCREWBO 12
-� JAMB TRIM
DOOR LEAF TRIM POP RWET
F JC 6-100200 WIN5790)
PIA
!V. STRUT CLIP
CL3027
,HDR. WuPPORT 099..
(SEE 1A/OLT MR LWARO4S)
HOOD WRPORT
CL3181 (Ar FA
ST, SCREWl
I&Dx1.1/2" FLUSH HD BOLTS
Ml SERIFS T1MIX HW55588 NW5585
(SEE'UHv! 2R COGITF]YS)
C��;()�4 AST W' CTRS—W
DR. LEAF __ / 11 TtT17C AT TRACK 3A_LCES1
DOOR LEAF
GUIDE ANC
(AN1219
CLIP, (CL3029) ATTACH GUIDE P
WI 4SPC HEAD BOLTS HW6668 (MINGO
Z_
_\N EUDOOR
LEAF PANEL
WEL
iE OF OPENING ONLY)
1219
le
1/2 it x G"ANCHOR BOLT
Slide Door Leaf
Details 46
12.9.2010
ROOF PNL.
RAKE TRIM
SCREW ASS'Y.
OUTSIDE I
PURLIN
PURLIN
CLOSURE
SCREWASS'"- i
PLATE WASHER
ANGLE
li RAFTER
'A
�(
RAKE SLIDE i
RAKE
ii 3/4'0 X 2 1/4' MS.SHE BOLT
ENDWALL PANEL
n W/NUT 8 WASHERS
i
i
O
SCREW ASS'Y.
11' 7'
1/2'0 X 1 3/4'
I
XL
Aa12'O.C.
Xh
H.S. BOLT V/NUT
PIPE STRUT AT STUB COLUMNS.
1/210 X 1 1/2' H.S. BOLTGUIDE
—BEAMS
W/NUT CTYPJ
I
SCREW ASSN.
STUB
NOTE, li
1210.C,
COLUMN
�� FIELD.DRILL AS. REQ'D.
1.) TWO TRACK SYSTEM SHOWN FOR
SEE
PURPHEADER
3'
FORCRIPTIVE NUMB R OF TRACKS & D ORUEPR]NTS
FLASHING
GABLE HANGAR
LEAFS REQUIRED.
TOP ROLLER ASS'Y.
23 MANY BUILDING CODES REQUIRE FINISHED
HW9D74
FLOOR TO BE. SLOPED FOR DRAINAGE
OF AIRCRAFT FLUIDS.
1/2'0 X 1 3/4' H.S. BOLT
3•) SHIM & LEVEL AS REQUIRED FOR
PROPER ALIGNMENT & PLUMBNESS.
W/NUT CTYPJ
ENDWALL COLUMN
SCREW ASS'Y.
tr
12'O.C.
CAN EE BOLT NOTE- ALL BOLTS 1/2'0 X 1 1/4'
GIRT
HV5883 UNLESS
OTHERWISE NOTED
CANE BOLT
DOOR PANEL
DDOR CLIP
MWID8X
1/2.0 X 1 3/4' KS BOLT
11 3' PIPE
<SET IN CONCRETE)
V/NUT (TYP.)
14W5885
FINISHED FLOOR
HAMILTON CASTER
R-EHD-FT9IH-BS
124 ASCE RAIL
TRACK SYSTEM
I l_ _J
L_ _J
Hangar Door
a u
CONCRETE
-----
_ ii
Cross Section
47
197
NOTEI FOR WIND LDt1DS CREATER THM 100 M.P.H
FRAKDN c1WIMEL
JRMB i'IN
MSD .
]' 'i• GIRL
B'-6' G]
ELml
tlf NES'.
FIELD C
REDIARE
FIELD LOCATE HOLES
a1ELD WILL
�N�
AS REWIRED
®
S REWIRED
TOP UP
sn SCR[V 1B' BL. /
2 ]/B'
f'-9 /O•
B �/g. V/.LL PANEL)
ST SCREV
SD SCRCV
EB70 8fAN2E PICTURE VINBBV
PBovE
WAL2070
I.EOMHE
za]o vlxnw
FIN
.. —,A —r RISBm PANEL
INSIDE
21�4
0
n
SUGGESTED OPENING DIMENSIONS
SUGGESTED SILL FASTENING
STEP DRILL CONCRETE
STEP USE DRIVE PIN
STEP3 GROUT IN
_LOWABLE WIND LOAD = 45.0 PSF
SECTION THRU SILL
AND HEADER
FOR RED STEEL
FRAMING DETAILS
SEE MISCELLANEOUS
FRAMED OPENING
(NO HEADER REQUIRED)
FRAMED OPENING
NOT REQUIRED ON BUILDINGS
WITH BOB 100 MPH WINDS
RIBBED RWI
SEE NOTE I
SECTION THRU JAMB
NOTES
1. SKEET IS CUT AT BASE OF & WOR RIB..
ALL0PTi0Fl1. &
2yN1FlNS ARE TO BE CHANGED FOR
DIFFERENT S WPROPLES. PLEASE
SPECIFY 4AIEN ORDERING
2070 Bronze
Picture Window 48
02.02.2005
r
SUGGESTED OPENING DIMENSIONS
INSIDE
CAULK
FIN
TOP LI P
LITE
'IN
INSIDE C
WINDOW STYLE
DIM. "A"
DIM "B..
2020 HORZ. SLIDE
21314"
24"
3030 HORZ. SLIDE
304"
36"
6030 HORZ. SLIDE
693Y4"
36"
SECTION THRU JAMB
NOTES:
7LSHEET IS CUT AT BASE OF (MAJOR) HIS. ALL PROFRF9
2. JAMB FINS VARY WITH DIFFERENT SHEET PROFILES.. PLEASE
SPECIFY WHEN ORDERINIL ' .
& A WALL GIRT 19 REQUIRED ABOVE AND BELOW WINDOWS
AT STANDARD LOCATION& AN EXTRA GIRT AT 2'-6"
IS REQUIRED FOR 80 B IOD NPH WIND LOADS, If THE
WINDOW IS INSTALLED BELOW THE 7�4 GIRT.
SECTION THRU SILL
AND HEADER
ALLOWABLE WIND LOAD = 25.0 PSF
IEL
T
Horizontal Slide
Windows 49
02.02.2005
f
LOUVER
JAMB
DETAIL- B-I
LOUVER
UPS JAMB
CRURE \ /
GIRT
SCREW ASS Y.
GIRT
DETAIL- 8-2
CLOSURE
SEALER.
SCREW
ASS Y.
SCREW ASSY._I
ISOMETRIC OF INSTALLATION
CLOSURE
I I lII I JAMB A
LLOOUUVER
VE
LOUVER SCHEDULE
SIZE
(NOMINAL)
SHEET OPENING
DIMENSION
WIDTH
1HEIGHT
WIDTH
HEIGHT
T0��
2�-D
I'-9y2'
1'-101I2"
S-O"
3'-0"
P-9/2
T-10112"
4-0"
4'-O"
3=9/2
_ I fi APAK IO"b.E.
Ful
SECTION C-C
i
SECTION A -A
JAMB ANGLE
GIRT
SNEEIS
JAMB TRIM
TYPE A
SCREW A5 l
DETAIL W 12' O.C.
SHEET
Fixed Louver
Assembly Details
50
6.12.06
D.C.
ASSEMBLY
FANBLADESIIE
FAN DIMENSION
SHEET
FAN
FAN
CFM
NO.
&VOLTAGE
"A" "B" 'C"
OPENING
H.P.
RPM
DELIVERY
FAN241
2PSINGLEPHASE
S" 2S' 241V
26,
12
710
DLD
116230V,60Ne
FM43
24'3-PHASE
S' Zr 24a'
217
10
710
m
2iN46UV,sow
FAN331
36'SINGLEPHASE
W 40' 35 Mt
3T
12
466
11m
11[i230V,f0Hx
FANSM
Sr$PHASE
6' 40P 3612'
37'
12
485
1170D
230A6011.601t
ASSEMBLY PROCEDURES
1. CUT SHEET OPENING AS PER CHART DIMENSION.
2.INSTALL SNUTTER,USING INSIDE CLOSURE,
TOP G BOTTOM AS SHOWN.
SCUT. DRILL,& ASSEMBLE FRAME BETWEEN
GIRTS USING DIMENSION "S"ON CHART.
4. INSTALL FAN INTO FRAME USING S.M.
SCREWS, 12"O.C. ALL AROUND.
TRIP
Vertical Mounted
Exhaust Fan
51
0.8.2010
K 4ILG.
BLOCKS SET
IN GIRT LINE WIOPTIONAL BAST
TAN
MASONRY WALL BLDG. COLUMN
—GIRT LINE
WALL SHEETING
SECTION A -A
INSERT GIRT CONDITION
BLDG. COLUMN
FLANGE BRACE
IIF REOD.,SEECBOSS
SECTION)
ajpjmw—GIRT L
MASONRY WALL WALL S EETING
SECTION A -A
BY-PASS GIRT
CONDITION -
HOOF
-WALL
SHEETING
RAKE FLASHING
SHEET
-------
rSILL / ANGLE]
ANGLE
RAKE ANGLE
"' INTEL
OPTIONAL
PU
'=•' BLOCK
MASONRY RAKE''
`'
n.1..
FLASHING
'!08:�+
WELD PLATE
FRM6.100200
"•'�
(By OTHERS)
'..1 Mw�ONRY
TIE BEAM
,A'�•„C
L OUT To Our
I' OF'CONCRETE
BLOCKS SET
IN GIRT LINE W/STANDARD SILL
ANg.E
GfRT MASONRY
OLOG.
I�'SHEET WALL COLUMN
LEDGEGIRT LINE �
WALL SHEETING
SECTION B-B
INSERT GIRT CONDITION
BLDG. COLUMN
FLANGE BRACE
(IF REOD.,SEE CROSS
SECTION)
)=WALL SHEETING tiMABONRY WALL
SECTION B-B
BY-PASS GIRT
CONDITION
FLdNGE BRACE FLANGE BflACE
(FIELD CAPE, OflIIL
SOLT B BEND)
CUP B MASONRY MASONRY ANCHOR
ANCHOR (BY OTHERS) (B! OTHERS)
FLANGE BRACE TO M450NRY WALL DETAILS
BELOW TOP OF WALL
OPTIONAL
MASONRY EAVE
FLASHING
FEMS-100200 /
4 BLOCK
(optional)
Depending
on tie beam
MASONRY ENDWALL height.
(NO STEEL FRAME REO'D)
COLUMN
NOTE: FILL CELLS AT THE
COLUMN AND FLAN
BRACE CONNECTIONS.
COLUMN FLANGE BRACE
MUST BE INSTALLED AS
SHOWN FOR BLDG. TO
HAVE ITS FULL DESIGN
STRENGTH.
SIDEWALL
GTHM
tE STRUT
TRAP SPACED AS
REQUIRED BYN.00AL CODE
CAULKING
TIE BEAM
Dean Steel Buildings
recommends that the save
strut be baited to the masonry
mIl with anchors(bY others)
spaced no more than
1U-V on canter.
MILK
CouNH
CORNER DETAIL.
6tASO1d f EMULC Alm
9"E GMT CDN6Ernry1
— ------
+ O(112 r9DewALL GRT
ncRs SeEWAIA PANFi
cuaz RM
MANOR
COLIMN
F I Nnsam "CNORS (GY Ore )
7ri'*5 ids �_
wAu
GROLM" CORNER DETAIL
FILLED ENDWALL GIRT AND
BRACE ULU MASONRY SIOEWALL COMECTIDR
i,W0 ANCHOR BOLT OR
_ Masonry Details
GIRT LIKE
52
1227.04
WELD PLATE
RAKE TRlN✓
WELD'PLATE�
MY OTHERS)
D• X 6' K 346•
SHELF
ANGLE
v
er WALL
FLASHING
CBY OTHERS)
✓'
ALL TO ROOF TRIM
.'.
ROOF PANEL
FILLD- VELD 2 1/B' X VD' FILLET
VELD ON EACH SIDE OF
PURLINS DR F.V. STRUT.
END FRANK
CIF APPLICABLE)
CONTINUOUS SHELF ANGLE
OR ar K4•xvs')
<DEPENDING LIN LOAD L BAY SPACING)
ATTACH TO MASONRY Vo'(W IIV MA.
MASONRY ANCHOR ■ EACH PURLIN
CNOT BY VZW
SHELF ANGLE
'I RLIN HANGER CLIP
MASONRY ANCHDRS.
.<BY OTHERS)
ve• nrA.
PU"
ANTI —ROLL CLIP
ROOF
TRIM� o PURI.IN A
PARTIAL MASONRY WALLS
NA��a
f0 �7Yf IOU wrtmra,r
zaH ....w..n
'. �� tROF70F,NN31[g11011 •• -,u1 �'bom
� n
STANDARD 31LLANGLE Y
W/OPTIONAL MASONRY
BASE FLASHING,AVAILBLE IN
_ _ CHOICE OF COLORS '
. .•: ... ('10• lengths)...
1-.-••.�. . � 91m lR1Yf B461 0$.Y.
� ' YMe 1fID'fM 16,R® AS YIIC
uw rJr n rrrm
®omxn m muau oum
rr+aw axxamn oe�,.
Masonry Details 53
2/16/00
FASTENER
DESCRIPTION
PRE
SOCKET
APPLICATION
FASTENER
DESCRIPTION
PRE
S g¢EE
APPLICATION
s�
SIZEDRILL
HW5511 (5/8")
HW5780 (1/4")
#10 x S18' Lg
1 /8"
5M6"
For Laps and
#42 Alum
3116"
N/A
For Gutter Laps and Rake
Type 'A' SMS
DIA
A.F.
Stitching on:
�� River
DIA
Trim and Downspout Joints
Plated Steel
Wallpanel to Walipanel
wlPaNdoled Cr
t
Head
Flashing to Wallpanel
HW5501 (718")
HW5502(3/4")
Long We Fasteners
414 Standard
Type A SMS
3/16'
DIA
3/8"
A.F.
Self Tapping
Panel to Panel
014 ZAC®
16"
DIA
318"
A.F.
Self Tapping
Panel to Panel
w/Palrned Color
Head
panel to Second Steel
41M
Head
Head
26 Yeer Warranty
Panel to Secondary Steel
toy marutacturer)
HW6605 (1")
HW5505 (1")
HW5509 (1-1/2•)
HW5512(1")
HW6513(1")
,Long Llfe Fastener
HW6615(1-114")
#12 x 1 • LD
N/A
6116"
Self Drilling Screw
a12 x t • Le
ZAC®
NIA
318"
Self Drilling Screw
*ff3
Cols
Plated Steel or
Color Head
A.F.
for use In lieu of
#14 X 3/4"
Zinc/Alum Hand
25 You wamanri
A.F.
For use In lieu of
'#14 X 3/4"
Panel to Secondary Steel
(by ma unaturer)
Panel to Secondary Steel
HW5520 (1-112")
HW5510 (I-1/4")
HW5521(3/4")
HWO061
912x11/4"Lg
NIA
5116"A.F.
Panel rTNmto Structural
#17 x 314" LO
'AB'SMS
7/32"
318"
With
'..
1fK
Self Drilling
A.F.
Frame,
Frame, Channel or Column
Clips or Penal to Joist
Type
DIA
A.F.
oversized Pre -drilled
Plated Steel
Hoed
holes or when a
holes
#14 has stripped out
�
#12x1"Le
SaDDriiling
(No Washer)
NIA
6/16"
Strapping Screw, Skylight
Trim ad other Interior
p..�
A.F.
applications
FASTENER
SELECTION GUIDE
OO TOO RECOMMENDED DRIVING TOOLS: SELF DRILLING:
INSULATION
9ESCREW MO
SE LNG
CORRECT LOOSE TIGHT 1900-2500 RPM driver equipped with depth locating nose piece to prevent overdriving& stripout
THICKNESS
SCREWS
SCREW
SCREWS
(do not use impacting type drivers)
r
as
'
SELF TAPPING:
600-800 RPM driver equipped with depth locating nosepiece to prevent overdriving& stripout
(do not use impacting type drivers)
r
r
1 1W
a•
t Iva^
I I/I--skiiiiii
Screw Identification
SEALINGMum-SEALING MATL METALWASHER
SLIGHTLY NOTWSIBLE DEFORMED.
11MBLEAT NOTENOUG" SEALINGMETL A.F. Head --Across Flats Table 54
EDGE OF METAL COMPRESSION EIRRUDED
WASHER TO SEAL BEYOND EDGE
ASS MMBLY ISPROPFRLY. OF WASHER. 06.28.05
e•
Ivr
Y
Aasumm.a .B to.75
Parvsiary Rbalglass BL�nkalaf
Frutwaothor ��N
idaYinx (Cpls�Man
STRAP TO EAVE ATTACHMENT
EAVE HT, +
N12 X 1' S.A.S. --' 1
W/O WASHER (HW3318)
GIRT ELEV, +
M12 X V SAS,
W/O WASHER (HW5518
FLR. ELEV, 4---
STRAP TO RAI{E ATTACHMENT
R013F ELEV.,4 - ,---------------
EAVE STRUT PURLIN
RAKE ANGLE (AN1219)- .-
012 X V S.D.S. - r
W/O WASHER (HW5318)
- STRAP BRACING C AN1263) —
(24 GA. X 1 1/2' X 10V-0 ROLL)
— M12 X 11,- S.D.S, , GIRT ELEV. -( -
V/0WASHER (HW3518)
NOTE I ,
REFER TO BUIGDIN0 F.WMON ;DRAK? fi9R
NUMBER OF AMO AW SPA01AIti RE lllRkAfEMS
,,.-BASE ANGLE (AN1219) L
RAMSET TO 1LAD
(RAMSET NOT BY D.S.B.) ROOF STRAP (Bottom flange unbraced)
r
STRAP TO BASE ANGLE' ATTACHMENT
ROOF. STRAP (Both Top & Bottom flange
Typical of Pro Seam Roof
Cross straps every 3rd space and at eave
Puran/Girt Bracing
PEAK
5Sv
12/22/97
GLOSSARY OF STANDARD PART NUMBERS
AF Architectural flat panel (discontinued)
AN Angle - Flat plate or coil stock cold formed in-house
ANF Flange brace
AR Architectural roof panel (discontinued)
AW Architectural wall panel (discontinued)
BC Bearing frame column
BR Bearing frame rafter
CH 8" Channel
CL Clip
CTA 10" channel
DS Downspout
EC Endwall column
ES Eave strut
FL Flashing (see next page for N.P.D. Prefixes)
GU Gutter
HW Hardware
MH Misc. hot rolled - part whose major component(s) is
hot rolled section (beam, channel, or angle) and does
not fall into one of the specific hot rolled categories
(BC, BR, EC).
MW Misc. welded - part that is built up by welding flat
plate(s) together and does not fall into one of the
specific built up categories (RC, RR, WB, WC); i.e.,
weld plates
PC Pipe column
PSB ProSeam roof panel - 18"
PSC ProSeam roof panel - 24"
PK ProLok roof panel — 24"
RC Rigid frame column (or wind bent column)
RR Rigid frame rafter (or wind bent rafter)
RSA Rib-6 panel (square cut)
RTA Rib-12 panel (square cut)
RTB Left hand mitered sheet (long side is on the right)
RTC Right hand mitered sheet (long side is on the left)
SK Skylight
SPA Shadow panel (reverse Rib-12 panel)
VG Valley gutter
VT Vent - monovent, louver, circular vent, or turbine vent
WC Wind column
XB Rod bracing
XC Cable bracing
ZEA 8" zee with standard punch pattern:
A = 2'2" lap or 1'1" lap; H = 1'1" lap only
ZTA 10" zee with standard punch pattern:
A = 2'2" lap or 1'1" lap; H = 1'1" lap only
Building Codes
SBC
Standard Building Code Congress
IBC
International Building Code
ASCE
American Society of Civil Engineers
BOCA
Building Officials and Code Administrators
NC
North Carolina State Building Code
OH
Ohio State Building
PR
Puerto Rico
BAH
Bahamas Building Code
UBC
Uniform Building Code
FBC
Florida Building Code
56
8/7/97
FAE Fascia End Closure
FAO Fascia Cap - Optional
FAV Fascia Cap Vertical - Std
FAX Fascia Cape Sloped - Universal
FBC Fascia Base Vertical Cover
FBM Base Flashing - Masonry Wall
FBS Fascia Base Sloped
FBV Fascia Base Vertical
FCE Canopy Eave
FCM Counter Flashing - Masonry
FCS Cap Flashing - Rib-6
FCT Cap Flashing - Rib-12
FCW Cap Flashing - Architectural Wall
FEA Eave Flashing - Std
FEH Eave Flashing - High Side
Sculptured
FEL Eave Flashing - Low Side
Sculptured
FEM Eave Flashing - Masonry
FEO Eave Flashing - Optional
FEP Eave Flashing - Pro -Seam
FER Eave Flashing - Reversed
FEW Eave Flashing - Arch. Wall
FEX Eave Flashing - Special
FHE Hem Flashing
N.R.D. PREFIXES
FHS Header Flashing - Rib-6
FHT Header Flashing - Rib-12
FHW Header Flashing - Arch. Wall
FHX Header Flashing - Special
FJC Jamb Cap - 8" Std
FJS Jamb Flashing - Rib-6
FJT Jamb Flashing - Rib-12
FJW Jamb Flashing - Arch. Wall
FJX Jamb Flashing - Special
FNN Finial with Name
FNO Finial without Name
FNP Finial for Pro -Seam
FPC Partition Corner Trim
FPF Partition Flashing
FRA Rake Flashing - Std
FRC Ridge Cap Pro -Scam
FRE Roof Extension
FRF Roof Extension Soffit
FRM Rake Flashing - Masonry
FRP Rake Flashing - Pio-Seam
FRR Roof to Roof Flashing
FRS Rake - Slide Flashing
FRX Rake - Special`
FSB Slide Door Bypass Flashing
FSH Slide Door Hood Flashing
FSL Slide Door Leaf Trim
FSK Skylight Trim - Standard
FSS Soffit - Rib-6
FST Soffit - Rib-12
FSU Soffit - Universal
FTP Termination Flashing - Pro -Seam
FTS Transition Flashing - Rib-6
M Transition Flashing - Rib-12
FWH Window Header
FWR Wall to Roof Flashing
FWS Window Sill Flashing
FWU Wing Unit Flashing
ICP Inside Corner FL - Special
ICS Inside Corner FL - Rib-6
ICT Inside Corner FL - Rib-12
ICO Inside Corner - Optional 3"
ICU Inside Corner - Universal 6"
OCP Outside Corner FL - Special
OCS Outside Corner FL- Rib-6
OCT Outside Corner FL - Rib-12
OCU Outside Corner FL - Universal 6"
OCW Outside Corner FL - Arch Wall
VGW Valley Gutter to Wall - 14 Ga.
VGR Valley Gutter to Roof - 14 Ga.
57
8/7/97
ZEES/CHANNEL
ZEA - A4-250208
I I I1111 1 1 1-
1I I I I I I I I
IIIIIIII
IIIIIII
IIIIII
IIIII
IIII
III
EAVE STRUTS
ESN - N4C200010
I I III I I I-
I I I I I I I
I I III I
I F I I I
I I I I
I I 1
fl
N.P.D. PART NUMBERING
(14 ga. zee with standard long lap holes, 252-1/2" long)
length in sixteenth inches
length in inches
length in feet
slope code (not required on zees)
zee gauge (2 = 12 ga., 4 = 14 ga., 6 = 16 ga.)
trailing punch pattern
special punch or "Z" for E-Z Lap
lead punch pattern
size code
Z = zee, C = channel
PUNCH PATTERN
A - long lap (2'-1")
G - single span girt
H - short lap (V-1" standard)
L - extra long lap (3'-1")
X - special (needs drawing)
No charge for standard punch
Call for quote on special
punches - Blank zees & channel not
available
SIZE CODES
ZEES E = 8" x 2.5" CHANNEL F = 8" x 2.5" (fascia channel)
T = 10" x 3.5" H = 8" x 2.5"
T=10"x4.0"
(14 ga. eave strut with standard low side punch, 20'0-5/8" long)
length in sixteenths
length in inches
length in feet
pitch code
gauge (14 ga. standard)
trailing punch pattern
lead punch pattern
eave strut PITCH CODES
PUNCH PATTERN
A - less than0.50:12 G - 2.75 - < 3.75:12
C-0.50:12-<1.75:12 J - 3.75 - 4.00:12
E-1.75-<2.75:12
N - low side eave strut
R - high side eave strut
B - low side w/3'-6" roof ext.
C - low side w/6'-6'roof ext.
Q - high side w/3'-6" roof ext.
P - high side w/6'-6" roof ext.
58
8/7/97
Bypass Girt Building Roof Framing
Bypass Girt Framing Isometric
Bypass Girt Wind Bent Details
Bypass Girt Wind Column Details
Bypass Sidewall Girt to Bypass
Endwall Girt - RF-EW
Bypass Sidewall Girt to Bypass
Endwall Girt - RF-EW '
Bypass Sidewall Girt to Insert
Endwall Girt - BF-EW
Bypass Sidewall Girt to Insert
Endwall Girt - RF-EW
Cable Bracing Details
Canopy Framing - Straight Beam
Canopy/Roof Extension Sheeting"
& Flashing - Straight Beam
8
7
14
15
10
12
9 . ..
11,
16
28
30
Canopy - Tapered Beam 31
Doors - Personnel 36
Downspout Spacing 24
Exhaust Fan - Vertical Mount 51
E-Z Lap Purlin/Girt Lap Detail 8
Fascia Cross Section - Sloped 35
Fascia Cross Section - Vertical 33
INDEX
Fascia - Sloped
34
Rake Miter Template
26
Fascia - Vertical
32
Rake Slide Retainer Angle
27
Framed Opening Details - Misc.
38
Roof Extension Framing
29
Glossary of Standard Part Numbers
56
Roof Trim & Liner Panel Details
20
Gutter Miter Template
.25
Screw Identification Table
54
Hangar Door Cross Section
47
Sheeting Details - Rib-6
18a
Insert Girt Building Roof Framing
4
Sheeting Details - Rib-12
18
Insert Girt Isometric
1
Sheeting Details - Shadow Panel
19
Insert Girt Wind Column Details
13
Single Slope Framing Isometric
2
Insert Sidewall'Girt to Insert
Skylight/Wall Light Details
39
Endwall Girt -' BF-EW
5
Skylight Florida Product (Approval
. 40
Insert Sidewall Girt to Insert
Slide Door Framing Details
45
Endwall Girt - RF-EW
6
Interior Partition Details
21
Slide Door Isometric
44
Lo-Profile Ridge Vents
43
Slide Door Leaf Details
46
Louver Details- Fixed
50
Turn -of -Nut Method
17
Masonry Details 52,53
Valley Gutter Details
22
Monovent Details
41
Vents - Circular
42
N.P.D. Part Numbering-
58
Window Details- 2070 Fixed
48
N.P:D. Prefixes
57
Window Details - Horizontal Slide
49
Overhead Door Details
37
Wing Unit Framing Isometric
3
Purlin/Girt Bracing Strap
55
59
3.6.2013