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HomeMy WebLinkAboutFL17430_R3_II_WL-0600-0194-08-48-52HVHZ_RevC_sC
A
B
D
F
E
Door Height
8' - 0" Shown
See chart
below for other
door heights
10'-0" thru 11'-11"
12'-0" thru 13'-11"
14'-0" thru 15'-11"
16'-0" thru 16'-2"
15'-6" thru 16'-2"
9'-3" thru 9'-11"
10'-0"thru 13'-2"
13'-3" thru 16'-2"
This
This
PSF
B
1
E
9'-3" thru 11'-2"
11'-3 "thru 15'-6"
15'-7" thru 16'-2"
9'-3" thru 11'-2"
11'-3" thru 14'-11"
0
Door Widths
Up To
9'-3" thru 9'-11'
Design P
+ psf
48.0
48.0
48.0
48.0
48.0
48.0
48.0
48.0
48.0
48.0
48.0
48.0
48.0
48.0
EM
7-5-3-Er-5
Top Bracket
DETAIL A (sheet 2 of 3)
2
Maximum Door Width 16' - 2"
D*zE]r-9 0 Ir-9 I r--9 0
11 11 11 11 11
L_,1 0 L_,1.L_,1 U81443 .
c j.* U·*11
Sfil
.
2 1**Ill :D :ID
Bottom Bracket L End Hinge
Detail C (sheet 2 of 3)Detail B (sheet 2 of 3)
This product has been tested per TAS202-94 for static air pressure.
This product has been tested per TAS201/203-94 for large missile impact and cyclic
Model Number
ressures
- psf
-52.0
-52.0
-52.0
-52.0
-52.0
-52.0
-52.0
-52.0
-52.0
-52.0
-52.0
-52.0
-52.0
-52.0
End
Stiles
Double
Double
Double
Double
Double
Double
Double
Double
Double
Double
Double
Double
Double
Double
HT _80 & 2_80 SERIES
HT _81 & 2_81 SERIES
HT _82 & 2_82 SERIES
HT 90 & 2 90 SERIES
Cen
Stiles
3
4
5
6
7
1 1 1 1 H H H H 1 H H I 11
' III HIO®t] Il
2 2 2 2 2 1 4 m 2 2 +
ter
Hinges
1
2
2
3
3
:E] Ir7 .F--9 D*zE]F--,1 0 Ir-91 0 rn o
11 11 11 11 11
eu .U L_,1 0 L_,10 L_J o
product is available in narrower sizes
product is designed and sold by PSF.
required for any given site,
A
HT _60 & 2_60 SERIES
HT _61 & 2_61 SERIES
HT _63 & 2_63 SERIES
HT _64 & 2_64 SERIES
HT 900 SERIES
Center
Stiles Hinges
00«
2 2 Z'1[1 <1 1242222222<1'L
N H H H H I H H H I H
31
52
73
0101
00+IlL
3
0
0 <*)
1\
D*iII F-no Ir-9 n -
L_J .U. -
1 1 I
\
\
\
L Strut & Strut Attachment
Detail E (sheet 2 of 3)
wind pressure.
HT _70 & 2_70 SERIES
HT _71 & 2_71 SERIES
HT _72 & 2_72 SERIES
HT _73 & 2_73 SERIES
HT 74 & 2 74 SERIES
Center
Stiles Hinges
Dz:=C] El:p--9 .r--9 I
11 11
L_,1 0 L_,1.
5
00«
Oll
I)1111111111111,
lillj'IHIHIHI<11
»104
3
5
7
1 1 1 1
with the same PSF and constructed as
The AHJ or Engineer of Record is
404
0101
1111'll'1111111,
131111111111111,
1
2
3
HT_10 & 2_10 SERIES
HT_12&2_12 SERIES
HT_14&2_14 SERIES
HT_16&2_16 SERIES
HT_32&2_32 SERIES
HT 33 & 2 33 SERIES
Center
Stiles Hinges
11111 21,,,111 1110«
40 1
01*00
111#litilitill,/.1
;nIHHIHHHHHHHERl
%32 3 1
2
L /////////////n 7 3
shown.
responsible for determining the
4
A
I mpact
Resistant
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
6'-0"
6'-0"
6'-3"
6'-6"
6'-9"
7'-0"
7'-3"
7'-6"
7'-6"
7'-9"
7'-9"
8'-0"
8'-0"
H
R=:1
3
4
4
4
4
4
4
4
5
4
5
4
5
3
4
4
4
4
4
4
4
5
4
5
4
5
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 quantity and dimensional location of
the jamb brackets/track clips and the jamb
mounting shown above should be maintained.
21
S
6
NOTE:Track configuration above
the door opening does not affect
A the wind load rating of the door.
00
F--DOUBLE STEEL END STILE
/ 16 Ga Galvanized Steel
54;" +/- 3"78;' +/- 3"
211%4- 66J" +/- 3"
38" +/- 3"20
-913 -\ , f B 22;" +/- 3"
M* s 1 ZI,
Lili
L Intermediate Hinge =A T L Slide Lock Shown Detail G or
Detail D (sheet 2 of 3)4" +/- 3" -1 Lock Bars Detail J (sheet 2 of 3)
101" +/- 3" -
are for use with grade 2 or better southern
0
Cj
Jan-b bracket quantities shown
pine jambs.
Supporting structural element designs are to be the responsibility of the professional
of record for the building or structure for the loads listed on this drawing.
Total JambDoorNo. of Total # of Struts Brkts/Strut
Height Sections Configuration Side
SEE
SHEET
3 OF 3
5
5
5
6
6
6
6
7
7
7
7
7
7
r-
NOTICE:
These drawings are a
supplement to the installation
instructions for a standard
door and only covers those
procedures that vary frorn
standard door installation. If
these specific procedures are
not followed, the door rriay
not perform as designed.
REV.
A
B
C
ZONE
REVISIONS
DESCRIPTION
Flag Bracket
Detail H (sheet 2 of 3)
Jamb Bracket
Detail F (sheet 2 of 3)
8
Digitally signed by John E. Scates, P.E.
Date: 2016.08.17 22:00:20 -05'00'
John E Scates, P.E.
3121 Fairgate Drive
Carrollton, Texas 75007
Florida P.E. # 51737
Professional Engineer seal provided only for
IMPACT RESISTANT verification of wind load construction details.
FL #17430.2
1 EEIW Iriril
320 Sycamore
Wauseon, Ohio 43567
© Copyright 2014
7
BY
MVS
MVS
MVS
\\\\/11111//4/''$6 15-?9442%2
6 St>«CENE/.42 44
S / No. 51737 % ,0 5
S ,
-
- 0*=*
-54'' STATEOF ;gs
,=itips..00
This product has been evaluated for use in
the High Velocity Hurricane Zone (HVHZ)
DESCRIPTION:
16' 2" HT 600, 700, 2000, 800 & 900 SERIES
HVHZ WIND LOAD SECTIONAL DOOR
DESIGN PRESSURE +48.0/-52.0 PSF
DRAWING NO.: WL-0600-0194-0848-52HVHZ SHEET: 1 OF 3 REV. C
DATE DRN: 12/1/14 | DRAWN BY: MVS
MODEL(S): See Sheet 3
DATE
2/5/15
6/10/15
8/9/16
C
A
F
B
D
E
1
000 0 0/0
-»U»
l
O 00 OrS
D ETAI L A
0 0
0
T&01* 41
D ETAI L C
0
0 0
00 0
2
PUSH NUT 7/16"
See DETAIL K for push
nut placernent
TEK SCREW
1/4" X 3/4" Hex Washer Head
Self Drilling (3 per Bottom &
2 per Adjustable Inner Bottorn
Brackets)
BOTTOM BRACKET
13 Ga Galvanized Steel
COMMERCIAL HEAVY DUTY
For Standard, High &
Vertical Lift With 3" Track
and Double End Stiles
ADJUSTABLE TO FIXTURE
12 Ga
TEK SCREW
1/4" X 3/4" Hex Washer
Head Self Drilling (4 per
Bracket)
ADJUSTABLE INNER
BOTTOM BRACKET
PUSH NUT 7/16"
See DETAIL K for push
nut placement,
BOTTOM SEAL
L
3
r
LOW HEADROOM
TOP BRACKET
PUSH NUT
7/16"
See DETAIL
placement.
K for push nut
TEK SCREW
1/4" X 3/4" Hex Washer Head
Self Drilling (2 per Bracket)
LOW HEADROOM TOP
BRACKET
23"--
INTERMEDIATE HINGE
18 or 14 Ga Galvanized
Steel
TEK SCREW« 1/4'. X 3/4" HexWasher Head Self ___C or Drilling (4 per Hinge)
0 0
0000
0000
COMMERCIAL HEAVY DUTY
For Low Head room With
3" Track and Double
End Stiles
DETAIL D
ALTERNATE BOTTOM BRACKETS
NOTE:The bottom bracket tested (shown in DETAIL C) is the lightest
bracket available,
NOTE The location of
the intermediate hinges
is indicated by the
toggle lock dimples at
the top of each section.
4
A
5 6
2111 --"=-- ««-sr- END HINGE
A-></ 14 Ga Galvanized Steel
/ \ _tr- TEK SCREW |0 Q 0| |0 « 1/4" X 3/4. Hex Washer1SSIt[IlSEI]11--- Head Self Drilling (4 per
_ 11;JJ Hinge)O 9 0 lo Y 9 V
i O_OL PUSH NUT 7/16.See DETAIL K for push
nut placement
DETAIL B
D ETAI L E
- F SLIDE LOCK (One On Each
>i Side of The Door) or/ 00000 , \ LOCK BARS (see DETAIL J)
C. 1[ /1 SLIDE LOCK or LOCK BARS
Engages into the vertical
track on each side of the
door
TEK SCREW
1/4" X 3/4" Hex Washer
Head Self Drilling (4 per
DETAIL G Slide Lock)
Jannb Load Jamb Load = +/- 390 lbs/ft tall A
Min.Min.
of 1"- F of 1"
BOLT & WASHER
5/16" X 1 5/8" Lag Bolt & 2" O,D. x 7/16"
I.D. Flat Washer
NOTE Jarnb bracket must be in direct contact
with the 2x6 (No drywall allowed).
NOTE: A 5/8" nlinirnal O.D. flat washer (not
provided) is required for angle mount.
A
VERTICAL TRACK
13 Ga Galvanized Steel tested
3" Nominal 13 Ga is also
approved as an alternate.
SECTION B-B
WOOD JAMB
The vertical wood jamb
fasteners may be counter sunk
to provide a flat mounting
surface.See jamb attachment
details on sheet 3 for attaching
jombs to the structure.
OUTSIDE
HANDLE
DETAIL J
LOCK BARS Engage
Into the vertical
track on each side
of the door
Alternate Lock Configuration
3 1/2" x 5" E STRUT
18 Ga 70 KS I Minimum
Galvanized Steel
- 5" -
O
rprn
D ETAI L H
TEK SCREW
1/4" X 3/4" Hex Washer
Head Self Drilling (2 per DETAIL FEnd & Intermediate Stiles)
Il I
1„3-2
7" -
ROLLER
FLAG BRACKET
(FOR DOUBLE HARDWARE)
2" Diameter Norninal
Eleven Ball Nylon or Ten
Ball Steel with a Minimum
Workable Shaft Length
Shown.
r-
REV.
A
B
C
ZONE BY
MVS
MVS
MVS
REVISIONS
DESCRIPTION
JAMB BRACKET
12 Ga Galvanized
Stee
BOLT & NUT
1/4-20 X 5/8"
Carriage Bolt &
1/4-20 Hex Washer
Nut (1 per Jamb
Bracket)
NOTE:
BOLT
5/16 X 1 5/8" Lag Bolt
(4 per Flag Bracket).
BOLT & NUT
1/4-20 X 5/8" Track Bolt
& 1/4-20 Hex Washer Nut
(2 for Horizontal & 2 for
Vertical Track)
IMPACT RESISTANT
FL #17430.2
i .5 5-
- 1,1
..
320 Sycamore
Wauseon, Ohio 43567
© Copyright 2014
7
1,2
8
--I
D ETAI L K
There should be a
space of 1/4" between
the roller hub and the
outside edge of the
roller holder which is
set by the push nut.
Details on some views ornitted
for clarity.
Double end stiles and end
hardware may be required on
wider or heavier doors.
ar * S. Sc'/4/M,000.-se,ai,-9 4.S / : Q.2: : No. 51737 \ C,
-
'*=*
=.O,STATE OF ;4' e
5 0% :8'33
7 O*' 'LOR\0•'*94/=»ES:
John E Scates, P.E.
3121 Fairgote Drive
Carrollton, Texas 75007
Florida P.E. # 51737
Professional Engineer seal provided only for
verification of wind load construction details.
DESCRIPTION:
16' 2" HT 600, 700, 2000, 800 & 900 SERIES
HVHZ WIND LOAD SECTIONAL DOOR
DESIGN PRESSURE +48.0/-52.0 PSF
DRAWING NO.: WL-0600-0194-0848-32HVHZ SHEET: 2 OF 3 REV. C
DATE DRN: 12/1/14 | DRAWN BY: MVS
MODEL(S): See Sheet 3
DATE
2/5/15
6/10/15
8/9/16
C
A
E
F
B
D
t
;9
1
3
3
OPENING
HEIGHT
0
0
t
0
0
1" THICK - HT 600 SERIES
1§" THICK - HT 700 SERIES
2" THICK HT 2000 SERIES
3" THICK - HT 800 SERIES
2
/- FASTENER TO CONTINUE PAST HEADER
{41, 44
«««<-2X 6 GRADE 2OR BETTER SOUTHERN -PINE JAMBS./ SEE CHART FOR WOOD JAMB ATTACHMENT »»»\»
TO BUILDING STRUCTURE.
MAXIMUM ON
CENTER SPACING
26 GA MIN. EXTERIOR DDS OR CS
STEEL SKIN WITH 640 MIN.
GALVANIZED, BAKED-ON POLYESTER
PAINT TOP COAT.
MIN. YIELD:25 KSI
SECTION A-A
A
0
0
FIRST FASTENER 4" to 10"
ABOVE THE FLOOR
26 GA MIN. INTERIOR CS STEEL SKIN
WITH 640 MIN. GALVANIZED, BAKED-ON
POLYESTER PAINT TOP COAT.
MIN. YIELD:35 KSI
TONGUE AND GROOVE JOINT.
OPENING
WIDTH
FIRE RATED POLYURETHANE FOAM C
INSULATION
C
C
@-
3
C
C
C
E
C
E
E
C
C
E
E
E
0
RIGID/FLEXIBLE PVC BOTTOM SEAL.
1 - 2 4
4 SECTIONS 5 SECTIONS 6 SECTIONS 7 SECTIONS
STRUT CONFIGURATION
4
A
Building
Structure
Min. 2500 PSI to
4000 PSI Concrete
Southern Pine
Spruce Pine Fir
5 6
WOOD JAMB ATTACHMENT
Fastener Type
Tapcon + (PLUS)
1/4" w/ 1" OD washer
3/8" Lag w/
1 1/8" OD washer
3/8" Lag w/
1 1/8" OD washer
Minimum
Embedment
2"
1.50"
1.50"
Minimum
Edge
Distance
2.50"
1.50"
1.50"
Minimum
on Center
Spacing
5.00"
1.50"
1.50"
NOTE: 2X6 mounted to the wall must be Southern Pine Grade 2 or better.
MODEL NUMBERS
MODEL NUMBERS AVAILABLE
HT _14 & 2_14 SERIES
HT _16 & 2_16 SERIES
HT _32 & 2_32 SERIES
HT 33 & 2 33 SERIES
HT _10 & 2_10SERIES
HT _12 & 2_12 SERIES
HT _60 & 2_60 SERIES
HT _61 & 2_61 SERIES
HT _63 & 2_63 SERIES
HT _64 & 2_64 SERIES
HT _70 & 2_70 SERIES
HT _71 & 2_71 SERIES
HT _72 & 2_72 SERIES
HT _73 & 2_73 SERIES
HT _74 & 2_74 SERIES
HT _80 & 2_80 SERIES
HT _81 & 2_81 SERIES
HT _82 & 2_82 SERIES
HT _90 & 2_90 SERIES
HT 900 SERIES
r-
Maximum
on Center
Spacing
24"
24"
24"
Allowable
Tension
Load
551
620
482
IMPACT RESISTANT
FL #17430.2
i .5 5-
- 1,1
..
320 Sycamore
Wauseon, Ohio 43567
© Copyright 2014
7
REV.
A
B
C
ZONE BY
MVS
MVS
MVS
REVISIONS
DESCRIPTION
8
0 *P'.'*GEN,p.Yip '4,00: : 9S ,'' No. 51737 %, *-
-
- 0* =*
3 -O:STATE OF :44' e....PS
0.--*-5/#Se/IAliZ **,S:e
John E Scates, P.E.
3121 Fairgote Drive
Carrollton, Texas 75007
Florida P.E. # 51737
Professional Engineer seal provided only for
verification of wind load construction details.
DESCRIPTION:
16' 2" HT 600, 700, 2000, 800 & 900 SERIES
HVHZ WIND LOAD SECTIONAL DOOR
DESIGN PRESSURE +48.0/-52.0 PSF
DRAWING NO.: WL-0600-0194-0848-32HVHZ SHEET: 3 OF 3 REV. C
DATE DRN: 12/1/14 | DRAWN BY: MVS
MODEL(S): See Sheet 3
DATE
2/5/15
6/10/15
8/9/16
.
9