Press Alt + R to read the document text or Alt + P to download or print.
This document contains no pages.
HomeMy WebLinkAboutAPPROVED PRODUCT APPROVAL, HAAS 9x7 PAN DOOR 35 39 DRAWINGS1 2 3
4 l 5
M.
7
P
F
E
1D7
C
B
A
Door Height
8' - 0" Shown
See chart
below for other
door heights
Door Width 9' - 2" Shown
See chart below for other
Top Bracket door widths
DETAIL A (sheet 2 of 3)
V IWI 11 I °
Slide Lock or Lock Bars
Detail G (sheet 2 of 3)
Manual door locks are
required unless an automatic
operator is installed.
662' +/- 311
382' +/- 311
NOTE: Track configuration above
the door opening does not affect
the wind load rating of the door.
Bottom Bracket ---/ �-- End Hinge Strut & Strut Attachment '\\— Intermediate Hinge 4" +/- 3" J
Detail C (sheet 2 of 3) Detail B (sheet 2 of 3) Detail E (sheet 2 of 3) Detail D (sheet 2 of 3)
102' +/- 3r�
This product has been evaluated per ANSI/DASVA 108 for static air pressure. Jamb bracket quantities shown are for use with grade 2 or better southern
pine jambs.
This product has been evaluated per ANSI/DASVA 115 for large missile impact and cyclic wind pressure.
Supporting structural elements are to be designed by a registered professional
Model Number engineer for specific wind loads.
PAN C2460 & R2460 SERIES
PAN C2410 & R2410 SERIES PAN C2461 & R2461 SERIES
PAN C2480 & R2480 SERIES PAN C2471 & R2471 SERIES
PAN C2481 & R2481 SERIES PAN C2472 & R2472 SERIES
PAN C2482 & R2482 SERIES PAN R2560 SERIES
PAN R2580 SERIES PAN R2561 SERIES
PAN R2581 SERIES PAN R2571 SERIES
PAN R2582 SERIES PAN R2572 SERIES
PAN C2011 SERIES
PAN C2015 SERIES
PAN C2411 SERIES
PAN C2415 SERIES
PAN C2511 SERIES
Door Widths
Up To
Design Pressures
+ psf - psf
End Stile
Minimum Center
Stiles Hinges
Minimum Center
Stiles Hinges
Minimum Center
Stiles Hinges
Impact
Resistant
8'-2"
39.2
-43.7
Single
3
1
3
1
3
1
NO
9'-2"
35.0
-39.0
Single
3
1
3
1
3
1
YES
10'-2"
28.4
-31.7
Single
4
2
3
1
5
2
NO
12'-2"
19.8
-22.1
Single
5
2
5
2
5
2
NO
8'-2"
35.0
-39.0
Single
3
1
3
1
3
1
YES
This product is designed and sold by PST. The AHJ or Engineer of Record is responsible for determining the
PST required for any given site.
1
El
3
U
Door
Height
Total # of
Sections
Total # of Struts
Jamb Brkts
per Side
6'-0"
3
3
3
7'-3"
4
4
4
7'-6"
4
4
4
7'-9"
4
4
4
8'-0"
4
4
4
Maximum section height is 24 in.
Maximum door height is 16 ft.
All doors, even those above the tested height,
are available with jamb brackets or commercial
full angle. The maximum spacing of the jamb
brackets/track clips should be maintained.
NOTICE:
These drawings are a
supplement to the installation
instructions for a standard door
and only covers those
procedures that vary from
standard door installation. If
these specific procedures are
not followed, the door may not
perform as designed.
IMPACT RESISTANT
FL #16650.6
Digitally signed by John E. Scates, P.E.
320 Sycamore
Date: 2020.08.27 12:20:11-05'00' Wauseon, Ohio 43567
© Copyright 2014
5
I
Flag Bracket
ail H (sheet 2 of 3)
nb Bracket
F (sheet 2 of 3)
c � Ns grFs
No. 51737
•0 STATE OF . ; �V f
i�
/�O/�SS/ONAtORo ��G��
///111(I1\\\
John E Scates, P.E.
2560 King Arthur Blvd. Ste 124-54
Lewisville, Texas 75056
Florida P.E. # 51737
Professional Engineer seal provided only for
verification of wind load construction details
F
E
Fell
C
B
DESCRIPTION:
9' 2" PAN 2000 SERIES WIND LOAD
SECTIONAL DOOR A
DESIGN PRESSURE +35.0/-39.0 PSF
DRAWING Ill WL-2000-0110-08-35-39 REV. H
DRAWN BY. MVS DATE DRAWN: 5/30/14 REV. DATE:8/26/2020
MODEL(S): See Sheet 3 SHEET:1 OF 3
7 8
1
2
3
4
5
6
7
8
STILES PUSH NUT 311
24
Go Galvanized Steel 7/16„ END HINGE TEK SCREW
ee DETAIL K for push nut 14 Ga Galvanized Steel 1/4" X 3/4" Hex Washer Head
F
®PUSH NUT placement. ®TEK SCREW Self Drilling (3 per Bottom Bracket)
F
/16" 1/4" X 3/4" Hex Washer Head
ee DETAIL K for push nut TEK SCREW o BOTTOM BRACKET
Self Drilling (6 Hinge)
per
lacement. 1/4" X 3/4" Hex Washer Head 13 Ga Galvanized Steel
V1/4"
Self Drilling (2 per Bracket) NOTE: This screw should be
ADJUSTABLE TOP FIXTURE 0 located below the prepunched hole PUSH NUT
02 Ga and go through the hinge, end stile 7/16"
LOW HEADROOM TOPTEK
SCREW BRACKET ® and skin edge See DETAIL K for push nut
X 3/4" Hex Washer Head placement.
Self Drilling (4 per Bracket) PUSH NUT
7/16" BOTTOM SEAL
DETAIL A DETAIL B See DETAIL K far push nut DETAIL C
LOW HEADROOM
E
placement.
E
rr TOP BRACKET
2 4 3 1/4" x 3 1/4" E STRUT
INTERMEDIATE STILE 18 Go 70 KSI Minimum
16 Go Galvanized Steel i "" Galvanized Steel
1rr JAMB BRACKET
o _ _� 00000
12 Ga Galvanized Steel
SLIDE LOCK or LOCK BARS
° ®°
INTERMEDIATE HINGE 0 ° (not required with operator)
18 or 14 Ga Galvanized Steel 34 0
0\0/4"
0 0 ° 000 TEN SCREW
1/4" X 3/4" Hex Washer
D
TEN SCREW BOLT & NUT Head Self Drilling (4 per
p
X 3 4" Hex Washer Head
\ / / 1/4-20 X 5/8" Carriage
TEN SCREW Slide Lock)
Self Drilling (4 per Hinge) o Bolt & 1/4-20 Hex Washer
1 /4" X 3/4" Hex Washer
DETAIL D DETAIL E Head Self Drilling (2 per DETAIL F Nut (1 per Jamb Bracket) DETAIL G
End & Intermediate Stiles)
WITH AND WITHOUT
BRACE
0
Oo Oo
0 0 NOTE: Details on some views omitted for clarity.
0 0 0 0 o a Double end stiles and end hardware may be
C
o 0 0 0 provided on wider or heavier doors.
�°D
C
oc�
Maximum 1�►��Il//��
RESIDENTIAL & LIGHT COMMERCIAL COMMERCIAL 1/2 a�Ns •. s
F `.�
COMMERCIAL For Standard, High For Standard, High FLAG BRACKET �� >,•�,�
g g DETAIL K �:
For Low Headroom & Vertical Lift & Vertical Lifte o o 0 0 0� ,� No.51737
With 2" Track and With 2" Track and With 3" Track and There should be a space of BOLT
Single End Stiles Single End Stiles Single End Stiles maximum 1 /2" between the 0 5/1 6 X 1 5/8" Lag Bolt
ALTERNATE BOTTOM BRACKETSrollar hub and the outside 0 (4 per Flag Bracket). % �,, STATE OF , •�W\
°t holder
X". LOR,�P'C?*4
\,_i,=bet 0� ��0
NOTE: The bott,_,i; BOLT & NUT
itested (shown in DETAIL C) is the lightest bracket available. W°hgch is et b the
y push
//�/
B
nut. -208„ Track ONA\\;���`,
sher Bolt
& 4 20 H Washer �����
B
Min. Min. (2 for Horizontal & 2 for
DOOR SKIN
of 1" Minimal 25 Ga Galvanized Painted Steel of 1" Vertical Track) John E SCates, P.E.
2560 King Arthur Blvd. Ste 124-54
MPACT RESISTANT Lewisville, Texas 75056
Florida P.E. # 51737
— - 1 rr
32 FL #16650.6 Professional Engineer seal provided only for
Z'TWASHER
ROLLERverification of wind load construction details.
VERTICAL TRACK — 2" Nominal WOOD JAMB DESCRIPTION:
16"7/1 X 1 5/8" Lag Bolt & 2" O.D.
13 Go Galvanized Steel tested.
x 7/16" I.D. Flat Washer The vertical wood jamb 2 Diameter Nominal9'2"PAN2000SERIES WIND LOAD
x
3" Nominal 13 Go is also DETAIL H
A
NOTE: Jamb bracket must be in fasteners may be counter sunk Eleven BcIl Nylon or SECTIONAL DOOR
am
A
provide flat
approved as on alternate. p g
direct contact with the 2x6 (No PP
Ten Ball Steel with DESIGN PRESSURE+35.0/-39.OPSF
s e b attachment
drywall allowed). surface. See jamb attachment DRAWING NO.: VVL-2000-0110-08-35-39 REV. H
details on sheet 3 for attaching a Minimum Workable
NOTE: The flat washer is not required
for angle mount. jambs to the structure. Shaft Length Shown. 320Sycamore DRAWN BY. MVS DATE DRAWN: 5/30/14 REV. DATE:8/26/2020
Wauseon, Ohio
4 Copyright 2014567 MOOEIl See Sheet 3 SHEET: 2 OF 3
1
2
3
4
5
6 7
8
IF
EI
DI
CI
BI
AI
1 2 3
MODEL NUMBERS
MODEL NUMBERS AVAILABLE
PAN C2011 SERIES
PAN C2015 SERIES
PAN C2411 SERIES
PAN C2415 SERIES
PAN C2511 SERIES
PAN C2410 & R2410 SERIES
PAN C2460 & R2460 SERIES
PAN C2461 & R2461 SERIES
PAN C2471 & R2471 SERIES
PAN C2472 & R2472 SERIES
PAN C2480 & R2480 SERIES
PAN C2481 & R2481 SERIES
PAN C2482 & R2482 SERIES
PAN R2560 SERIES
PAN R2561 SERIES
PAN R2571 SERIES
PAN R2572 SERIES
PAN R2580 SERIES
PAN R2581 SERIES
PAN R2582 SERIES
4
FASTENER TO CONTINUE
PAST HEADER
OPE
HEI
FIRST FASTENEF
ABOVE THE FI
5 6 7 8
0
0
0
0
0
0
NING
0
0
CHT
— 2 X 6 GRADE 2 OR BETTER SOUTHERN —
o
PINE JAMBS.
o
SEE CHART FOR WOOD JAMB ATTACHMENT
TO BUILDING STRUCTURE.
MAXIMUM ON
0
0
CENTER SPACING
0
0
4" to 10"
_OOR
OPENING
WIL)IH
WOOD JAMB ATTACHMENT
BuildingMinimum
Minimum
Minimum
Maximum
Allowable
Structure
Fastener Type
Embedment
Edge
Distance
on Center
Spacing
on Center
Spacing
Tension
Load
Min. 2500 PSI to
Tapcon + (PLUS)
2"
2.50"
5.00"
24"
551
4000 PSI Concrete
1/4" w/ 1" OD washer
Southern Pine
3/8" Lag w/
1.50"
1.50"
1.50"
24"
620
1 1 /8" OD washer
Spruce Pine Fir
3/8" Lag w/
1.50"
1.50"
1.50"
24"
482
1 1 /8" OD washer
IF
IE
ID
C
: No. 51737
* ;
NOTE: 2X6 mounted to the wall must be Southern Pine Grade 2 or better. 'e
•0 STATE OF
1 2 3 4 5
••
j� FLORA P,. G�
��//�SS�ONA;
B
ills
John E Scates, P.E.
2560 King Arthur Blvd. Ste 124-54
IMPACT RESISTANT
Lewisville, Texas 75056
Florida P.E. # 51737
FL #16650.6
Professional Engineer seal provided only for
verification of wind load construction details.
DESCRIPTION:
9'2" PAN 2000 SERIES WIND LOAD
Usycamore
0",
SECTIONAL DOORA
DESIGN PRESSURE +35.0/-39.0 PSFDRAWING
NO.: WL-2000-0110-08-35-39 REV. H
DRAWN BY. MVS DATE DRAWN: 5/30/14 REV. DATE:8/26/2020
Wauseon, Ohio
© Copyright 2014567
MODEL(S): See Sheet 3
SHEET: 3 OF 3
6
7
8