HomeMy WebLinkAboutProduct ApprovalI 2 3 4 5
Complies with the FBC 5th Edition, (2014) 1
laximum Door Well 16- 2"
F --.I,— Top Bracket End & Intermediate Stiles (Backers)
DETAIL A (sheet 2 of 3) Detail L (sheet 2 of 3)
See chart below for quantity
Attached with 3 mm TOG -L -LOC et 2 places.
E
Door Height - -
8'- Shown ^ �
See
chart
below for other
��
door heights
B
I I° °'
Bottom Bracket End Hinge Strut & Strut Attachment
Detail C (sheet 2 of 3) Detail B (sheet 2 of 3) Detail E (sheet 2 of 3)
C 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 wind pressure.
Model Number
H7_10 & 2 10 SERIES
HT _70&2_70 SERIES HT -12&2_12 SERIES
HT _80 & 2_80 SERIES HT _60 & 2_60 SERIES HT 71 & 2_71 SERIES HT 14 & 2_14 SERIES
HT 81 & 2_81 SERIES HT _61 & 2_61 SERIES HT 72 & 2_72 SERIES HT 16 & 2_16 SERIES
HT 82 & 282 SERIES HT _63 & 2_63 SERIES HT 73 & 2_73 SERIES HT _32 & 2_32 SERIES
HT_ 90 & 27 90 SERIES HT 64 & U4 SERIES HT 74 & 2L74 SERIES HT 33 & 2 33 SERIES
Door Width IDesiy)1 Pressures End Center Center Center center Impact
+ p - psf Stiles Stiles Hines Stiles I HI es Stiles J Hin es Stiles Hin es IReSlstan
B
1o' -o" thrum -z 48.0 52.0 Double 4 % / j' % ! �.7 % YES
X12 o°thm12-r 48.0 -52.o Double 5 2 i �V / T� YES
114mthml4-z, 48.0 -52.0 Double 6 3 �% r�,YES
116' 0' thm is -z, 48.0`�0 �//���� YES
ma°thm1z-z' 48.0 52.� Dou e /Dou��e ; "% / �'�1� �, YES
116-Tthm16'-z' 48.0 -52.0 Double r/J 7 3 / � �� YES
111 '4'thru 12'-z^ 48.0 -52.0 Double 7 YES
� 17-V thru iz-2^ 1 48.0 -52.0 Doubtr 7 3 YES
�laathrulz-r'1 48.0 -52.0 Double ������,�✓ .°/ , %�Jr�7�%�"%/ ;( YES
X13!-Tthm16'-2,1 48.0 -52.0 Double �///��/j�/�//f///�jj/' �j/�/J� �� ��� �� 7 3"YES
This product is available in narrower sizes with the some PSF and constructed as shown.
A This product is designed and sold by PSF. The AHJ or Engineer of Record is responsible for determining the PSF
required for any given site.
1 1 2 1 3 1 4
e
NOTE: Track configuration above
the door opening does not affect
_A the wind load rating of the door.
JB
DOUBLE STEEL END STILE
16 Ga Galvanized Steel
Detail M (sheet 2 of 3)
7
IEIr. IONEI 6Y
1
REVISIONS
OESCIUMN
8
L� — Flag Bracket
Detail H (sheet 2 of 3)
E
Jamb Bracket
Detail F (sheet 2 of 3) —
Ct
D
C
Intermediate Hi nge A
Slide Lock Shown Detail G or
Detail D (sheet 2 Of 3) 4" +/- 3"
Look Bars Detail J (sheet 2 of 3)
1 q„ +/_ 3,.
Jamb bracket quantities shown ore for use with
grade 2 or better southern pine
jambs.
C
Supporting structural element designs are to be
the responsibility of the professional
of record for the building or structure fir the loads listed on this drawing
Door
Height
Total Total No.
No. of of Struts
Strut Jamb
Configuration
5 action"
SideBrkts/
NOTICE:
6'-0"
3 3
5
These drawings are a supplement
6'-0"
4 4
5
to the installation instructions for —
a standard door and only covers
V-3"
4 4 5
those procedures that vary from
6'S"
4 4 6
standard door installation. If
these specific procedures are not
6'-9"
4 4 SEE 6
followed, the door may not
T-0"
4 4 SHEET 6
perform as designed.
T-3"
4 4 30173 6
B
7'-6"
4 4 7
T5"
5 5 7
7'-9
� 79
4 4 7
5 5 � 7
_
8'-0°
4 4 7
—
8'-0"
5 5 7
IMPACT This product has been evaluated for use in
Maximum section height is 24 in.
RESISTANT the High Velocity Hurricane Zone (HVHZ).
Maximum door height is 16 ft.
16'2" HT 600, 700, 2000 & 800 STEEL SERIES
'
All doors, even those above the tested height,
HVHZ WIND LOAD SECTIONAL DOOR
are available with jamb brackets or commercial
full angle. The quantity and dimensional
DESIGN PRESSURE +48.0/-52.0 PSF A
location of the jamb brackets/track clips and
320 Sycamore DRAWINGNO.: WL -0600 -0194 -08 -48 -52M -D I REV.
the jamb mounting shown above should be
WauseOrl,DhlO 43561 10AYEORN: 12/lee Seet: MVS
maintained.
419.337-9900
ocwrwaRw. NIOOEL(SI: See Sheet3 SKEET: I OF
5
6 f 7 1 8
E
D
C
u
1 2 3 4 5 6 7 I 8
Complies with the FBC 5th Edition, (2014) I 1 REVISIONS
IRM. ZOXEI BT DESaeIe110X DATE
TEK SCREW I
1/4" X 3/4" Hex Washer Head Self Dnlbng
241"(3 per Bottom Bracket & 2 per Low � 23"
ADJUSTABLE TOP FIXTURE END HINGE Headroom Top Bracket) INTERMEDIATE HINGE
12 Go 14 Go Galvanized Steel BOTTOM BRACKET 18 or 14 Go Galvanized Steel
/ PUSH NUT 7/16" ° TEK SCREW 13 Go Galvanized Steel >
See DETAIL K for push o Q o 1 4" X 3 4" Hex Washer o Q o TEK SCREW
-'T nut placement / / pp LOW HEADROOM TOP BRACKET 1/4" X 3/4" Hex Washer Head
Head Self Drilling (4 per y
Hinge) Self Drilling (4 per Hinge)
TEK SCREW ° o o PUSH NUT 7/16"
1/4" X 3/4" Hex Washer PUSH NUT 7/16" See DETAIL K for push nut placement NOTE: The location of the intermediate
o Head Self Drilling (4 per \ / See DETAIL K for push hinges is indicated by the TOG—L—LOC
Bracket) �/ nut placement BOTTOM SEAL dimples at the top of each section.
DETAIL A DETAIL B DETAIL C DETAIL D
TEK SCREW
1/4" x 3/4" Hex Washer Head Self
Dr,lling (2 per End & Intermediate Stiles)
3 4/2" x 5" E STRUT
18 Go 70 KSI Minimum SLIDE LOCK (One On Each
Galvanized Steel Side of The Door) or i
511.7 JAMB BRACKET ° LOCK BARS (see D.ETAIL�I)
12 Ga Golvan¢ed Steel ° o
SLIDE LOCK or LOCK BARS 18" Section — 17 ° a
@�_ r 21" Section — 20"'
3�' a BOLT &NUT Engages into the vertical 18" Section — 17 "" 24" Section — 23
1/4-20 X 5/8" Carriage track on each side of the 21" Section — 20 k"
Bolt & 1/4-20 He door 24" Section — 23
Washer Nut (1 per Jamb TEK SCREW
° t
3" x 3 1/4" BRIDGE PLATE Bracket) 1/4" X 3/4" Hex Washer 0 8 S o p
18 Ga 50 KSI MINIMUM Head Self Drilling (4 per I
Galvanized Steel DETAIL F DETAIL G slide Lock)
DETAIL E Attached with 3 mm
TOG—L—LOC at 4 Corners 77 I
J 2k" L J
DETAIL L DETAIL M �#
MATERIAL: 20 GA CS Steel, MATERIAL 16 GA CS Steel,
OUTSIDE n G40 Min, Hot Dipped Galvanized G40+ Min. Hot Dipped Galvanized
HANDLE
M=AII 1
Alternate Lock Configuration
/4"
DETAIL K
S BARS Engage There should be a space of
the vertical
s on each side 1/4" between the roller hub
he door and the outside edge of the
roller holder which is set by
the push nut.
ROLLER
2" Diameter Nominal Ten
Ball Nylon w/Hardened
Shaft or Ten Boll Steel
w/Hardened Shaft with a
Minimum Workable Shaft
Length Shown.
NOTE: Jamb Loads: +384.0 lbs./ft. / —416.0 lbs./ft.
End & Intermediate Stiles (Backers)
Min. Detail L (sheet 2 of 3) Min.
of 1" Attached with 3 mm TOG—L—LOC at 2 places, 7of 1"
DOUBLE STEEL END STILE DOUBLE STEEL END STILE
16 Go Galvanized Steel _ 16 Go Golvonized Steel
Detail (sheet 2 of 3) Detail M (sheet 2 of 3)
VERTICAL TRACK
2" Nominal 13 Ga Galvanized Steel WOOD JAMB
BOLT & WASHER The vertical wood jamb fasteners
Oo ooaC1®
o" FLAG BRACKET
oo—
BOLT
5/16" X 1 5/8" Lag Bolt
(4 per Flag Bracket)
DETAIL H
BOLT & NUT
1/4-20 x 5/8" Track Bolt
& 1/4-20 Hex Washer Nut
(2 for Horizontal & 2 for
vertical Track)
5/16" X 1 5/8" Log Bon & 2' O.D. x 7/16" may be counter sunk to provide a NOTE: Details on some views omitted for clarity.
I.D. Flat Washer flat mounting surface.See jamb Double end stiles and end hardware may be
A NOTE: Jamb bracket must be in direct contact attachment details on sheet 3 for
with the 2x6 (No drywall allowed). attaching jambs to the structure. required on wider or heavier doors.
SECTION B -B
1 1 2 1 3 1 4 } 5 1 6
F
E
FBI
L
B
IMPACT This product has been evaluated for use in
RESISTANT the High Velocity Hurricane Zone (HVHZ).
162" HT 600, 700, 2000 & 800 STEEL SERIES
c HVHZ WIND LOAD SECTIONAL DOOR
DESIGN PRESSURE +48.0/-52.0 PSF A
320 Sycamore DRAWING Ni WL-0600-0194-08-48-52M-DREV.
Wauseon, Ohio 43561 DATEORN: 12/1/14 1DRAWN BY: MVS
419.3379900
,,MODEL(S): See Sheet 3 SNEET: 2 OF 3
7 1 8
1 1 2
Complies with the FBC 5th Edition, (2014)
1" THICK - HT 600 SERIES
THICK - HT 700 SERIES
F 2" THICK - HT 2000 SERIES
3" THICK - HT 600 SERIES
5
U
C
B
A
3
4
STRUT Detail E
7 8
(sheet 2 of 3)
REVISIONS
—, FASTENER TO CONTINUE
n
i'"
9
Minimum Minimum
Fastener Type Embedment Edge
Minimun Maximum
Center on Center
spacing
Allowable
Tension
tructn
Sure
I
Dr,
Spacing
Load
Min. 2000 PSI
Tapcon 114" w/
1 3/4" 2 1/2"
3" 12"
443 #
Concrete
1"00 washer
_
_
)J ll ll
�7 55
I
Min4000 PSI
_
Tapson 1/4"w/
o -
13/4" 21/2"
3" 12'
594#
Concrete
1"OD washer
o TO BUILDING STRUCTURE.
o
TONGUE AND GROOVE JOINT.
I Southern 0.66) e
1 1 8" OD Lag
washer
2" 1 1/2"
4" 12"
1845 #
3HT
0
Spruce Pine Fir
38" Lag w/2
1 /2" 2"
4" 12"
705 #
MAXIMUM ON
(G = 0.42)
1 1/6" OD washer
_
_
CENTER SPACING
STRUT Detail E
0
--FIRST FASTENER 4" to 6"
o
(sheet 2 of 3)
NOTE: 2X8 mounted
to the wall must be Southern Pine Grade 2 or better.
26 GA MIN. EXTERIOR DDS OR
1HHOT
0
OPENING
CS STEEL SKIN WITH G40 MIN.
D
WIDTH
DIPPED GALVANIZED, WITH
nnFi _SII IMRFRS
" a . ,"
'—
HT _14 & 2_14 SERIES
POLYESTER PAINT TOP COAT.s
HT —16 & 2_16 SERIES
MIN. YIELD: 25 KSI
C
HT -33 & 2_33 SERIES
HT _10 & 2_10SERIES
C
TONGUE AND GROOVE JOINT.
HT 60 & 2 60 SERIES I
—
-r
CI
HT 61 & 261 SERIES
HT 63 & 2 63 SERIES
C
C
STRUT Detail
_64
t (sheet 2 of 3)
B
-
t
#-
HIT 71 &2_71 SERIES
HT 72 & 2_72 SERIES
C
C
C
—
26 CA MIN. INTERIOR CS
IMPACT
This product has been evaluated for use in
STEEL SKIN WITH G40 MIN.
RESISTANT
the High Velocity Hurricane Zone (HVHZ).
HT 80 & 2_80 SERIES I
16'2" HT 600, 700, 2000 & 800 STEEL SERIES
GALVANIZED, BAKED -ON
HT 81 & 2 81 SERIES
f
d"
6 -
HT 82 & 2 82 SERIES I
POLYESTER PAINT TOP COAT.
DESIGN PRESSURE +48.0/-52.0 PSF
A
HT_90&2_90 SERIES I
3208ycamore
MIN. YIELD: 35 KSI
C
C
C
TONGUE AND GROOVE JOINT.
4 W37-7.9900
MODEL(8): See Sheet 3 ISREET: 3 OF 3,
i 5 6
7 8
C
C
C
STRUT Detail E
(sheet 2 of 3)
4- tt
0'-
T
C C
C
C
FIRE RATED POLYURETHANE FOAM
INSULATION
RIGID/FLEXIBLE PVC BOTTOM SEAL,
SECTION A -A
48EC'.lONS SSEC" .IONB
BSECTIONS
�I
7SEC "IONS
STRUT CONFIGURATION
1 2
3
1
4
j 5 I 6
7 8
REVISIONS
—, FASTENER TO CONTINUE
n
i'"
mle
sr
IOeaslmsR
Ian
PAST HEADER
I
(
o
I
F
)J ll ll
�7 55
I
o
2 X 6 GRADE 2 OR BETTER SOUTHERN � PINE JAMBS.
0
/ SEE CHART FOR WOOD JAMB ATTACHMENT
o TO BUILDING STRUCTURE.
o
—
NTNG
E
3HT
0
0
MAXIMUM ON
_
_
CENTER SPACING
0
--FIRST FASTENER 4" to 6"
o
—
0
ABOVE THE FLOOR
t 4
0
OPENING
_
D
WIDTH
nnFi _SII IMRFRS
MODEL NUMBERS AVAILABLE
'—
HT _14 & 2_14 SERIES
HT —16 & 2_16 SERIES
HT 32 & 2_32 SERIES I
C
HT -33 & 2_33 SERIES
HT _10 & 2_10SERIES
HT _12 & 212 SERIES
HT 60 & 2 60 SERIES I
—
HT 61 & 261 SERIES
HT 63 & 2 63 SERIES
HT & 264 SERIES
_64
B
HT 70 & 270 SERIES
HIT 71 &2_71 SERIES
HT 72 & 2_72 SERIES
HT _73 & 273 SERIES I
—
HT_74 & 2 74 SERIES I
IMPACT
This product has been evaluated for use in
RESISTANT
the High Velocity Hurricane Zone (HVHZ).
HT 80 & 2_80 SERIES I
16'2" HT 600, 700, 2000 & 800 STEEL SERIES
HT 81 & 2 81 SERIES
B }
HVHZ WIND LOAD SECTIONAL DOOR
HT 82 & 2 82 SERIES I
,,.,
DESIGN PRESSURE +48.0/-52.0 PSF
A
HT_90&2_90 SERIES I
3208ycamore
DRAWINORO: WL-0600-0194-08-48-52M-DIREV.
Wauseon, Ohio 435671 DATEDRR: 12/1/14 1g1AWNBY- MVS
4 W37-7.9900
MODEL(8): See Sheet 3 ISREET: 3 OF 3,
i 5 6
7 8
1 1 2
Complies with the FBC 5th Edition, (2014)
- Maximum Door Width 16' - 2" NOTE: Track configuration above
F _'p- Top Bracket End & Intermediate Stiles (Backers) the door opening does not affect
Detail L (sheet 2 of 3) A the wind load rating of the door
DETAIL A (Sheet 2 of 3) Bee chart below for quen ty
t Attached with 3 mm TOG -L -LOC at 2 places. - .. ......,
DOUBLE STEEL END STILE
/11 i r J 16 Ga Galvanized Steel
Detail M (sheet 2 of 3)
E I `'
.I I
--------------
C
Door Height ( t
See chart f
ti
below for other [
door heights ��� • - I 66}'+/- 3"
�} 38j" +/_ 3"
FC
B B 2"
Bottom Bracket —End Hinge Strut &Strut Attachment Intermediate Hinge A Slide Lock Shown Detail G or
Detail C (sheet 2 of 3) Detail B (sheet 2 of 3) Detail E (sheet 2 of 3) Detail D (sheet 2 of 3) 4!'+/- 3" Lock Bars Detail J (sheet 2 of 3)
C 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 wind pressure
I Model Number
HT -10 & 2 10 SERIES
HT _70 & 2_70 SERIES HT 12 & 2_12 SERIES
HT _80 & 2_SO SERIES HT _60 & 2_60 SERIES HT _71 & 2_71 SERIES HT 14 & 2L14 SERIES
HT _81 & 2_81 SERIES HT _61 & 2L61 SERIES HT _72 & 2_72 SERIES HT _16 & 2_16 SERIES
HT _82 & 2_82 SERIES HT _63 & 2_63 SERIES HT _73 & 2L73 SERIES HT _32 & 2_32 SERIES
HT _e0 & 2 90 SERIES 1-1T_64 & 2_64 SERIES HT -74& 274 SERIES HT -33&2L33 SERIES
Door Width IDes' in Pressuresl End Center Center Center Center Impact
+ P I - psf Stiles Stiles Hinges Stiles Hi es Stiles Hines Stiles Hin es ,IRes stent
1o'•o"mento•-2"1:1-52.0Du4 2 % fy i dYES
B 1z'a'mmtzz'52.0 Double 5 2 ,/�� YES
I14•-0"tMu 14•-r 52.0 Double 6 I 3 / / S YES
I1c-Wth.Isr-z'1 48.0 ( 52.0 Double 7 3 / � YES
X11-Tth.iz-2, 48.0 52.0 Double / YES
�:-wthwie-r 48.0 52.0 Double 7 3 i ��y�%� YES
t1'3"mm 12'-z• 48.0 -52.0 Double % 2 ''I/'��^ YES
15'-0'IW 1e'-2" 48.0 -52.0 Double/ � YES
m
1o'-O'm 12.1. 48.0 -52.0 Double p / 0 ; r �{/y/g� / I I YES
I1ra"tleutB-2" 48.0 52.0 1Double r r% �i:��7 3 YES
This product is available in narrower sizes with the some PSF and constructed as shown.
A This product is designed and sold by PSF. The AHJ or Engineer of Record is responsible for determining the PSF
required for any given site.
8
REVISIONS
M. mNEI By NEscsirnoN
� Flag Bracket
Detail H (sheet 2 of 3)
Jamb Bracket
Detail F (sheet 2 of 3)
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.
RESISTANT the High Velocity Hurricane Zone (HVHZ).
16'2" HT 600, 700, 2000 & 800 STEEL SERIES
HVHZ WIND LOAD SECTIONAL DOOR
DESIGN PRESSURE+48.01_52.0PSF A
320 Sycamore DRAWING li WL -0600 -0194 -0848 -52M -DIM.
Wauseon, Ohio 435671DATE DRN: 12/1/14 1 DRAWN BY. MVS
41M37-9900 1MODELM: See Sheet 3 SHEET: 1 OF 3
u 37.9
7 8
1q„ +/_ 3!'-
" -
Jamb
Jamb bracket quantities
shown are for use with
grade 2 or better southern pine
jambs.
C
Supporting structural
element designs are to be
the responsibility of the professional
of record for the
building or structure fir the loods
listed on this drawing.
Door
Total
No. of
Total No.
Strut
b
Bs/
1'F
Height
Sections
cf Struts
Configuration
e
NOTICE:
5
These drawings are a supplement
6-0" 4
4
5
to the installation instructions for
a standard door and only covers
6-3" 4
4 5
those procedures that vary from
514" 4
4 6
standard door installation. If
these specific procedures are not
6'-9" 4
4 SEE 6
followed, the door may not
T -O" 4
4 SHEET 6
perform as designed.
7'4" 4
4 3 OF 3 6
B
7'4" 4
4 7
7'-6" 5
5
7
7'-g" 4
4
7
7'-g" 5
5
7
8'-0" 4
4
7^�
8'-0" 5
5
7
IMPACT
This product has been evaluated for use in
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.
RESISTANT the High Velocity Hurricane Zone (HVHZ).
16'2" HT 600, 700, 2000 & 800 STEEL SERIES
HVHZ WIND LOAD SECTIONAL DOOR
DESIGN PRESSURE+48.01_52.0PSF A
320 Sycamore DRAWING li WL -0600 -0194 -0848 -52M -DIM.
Wauseon, Ohio 435671DATE DRN: 12/1/14 1 DRAWN BY. MVS
41M37-9900 1MODELM: See Sheet 3 SHEET: 1 OF 3
u 37.9
7 8
E
D
C
1 1 2
Complies with the FBC 5th Edition, (2014) 1
3
ADJUSTABLE TOP FIXTURE ~" END HINGE
12 Go 14 Go Galvanized Steel
PUSH NUT 7/16" TEK SCREW
See DETAIL K for push .0o 1/4" X 3/4" Hex Washer
nut placement I Head Self Drilling (4 per
TEK SCREW Hinge)
1/4" X 3/4" Hex Washer PUSH NUT 7/16"
Head Self Drilling (4 per \ / See DETAIL K for push
Bracket) nut placement
DETAIL A DETAIL B
r TEK SCREW
1/4" x3/4" Hex Washer Head Self
Drilling (2 per End & Intermediate Stiles)
3 1/2" x 5" E STRUT
18 Go 70 KSI Minimum
Golvanlzed Steel \
` 5. JAMB BRACKET
I!y� 1 3,�" 12 Ga Galvanized Steel
BOLT & NUT
11-JF--"z�—HU7-ll + 1/4-20 % 5/8" Carriage
Boll & 1/4-20 Hex
Washer Nut (1 per Jamb
3" x 3 1/4" BRIDGE PLATE Bracket)
18 Go 50 KSI MINIMUM
DETAIL E Attaoh e witheel 3 mm DETAIL F
OUTSIDE
HANDLE
DETAIL J
Alternate Lock Configuration
1/4" f
DETAIL K
C BARS Engage There should be a space of
the vertical 1/4" between the roller hub
h
h e door on each side and the outside edge of the
roller holder which is set by
the push nut.
4 5
TEK SCREW
1/4" X 3/4" Hex Washer Head Self Drilling
(3 per Bottom Bracket & 2 per Low
Headroom Top Bracket)
BOTTOM BRACKET
13 Go Galvanized Steel
® A LOW HEADROOM TOP BRACKET
g PUSH NUT 7/16"
` See DETAIL K for push nut placement
BOTTOM SEAL
DETAIL C
6 7 8
1 REVISIONS
REV, 2811E 81 BESCRIPTION
I
INTERMEDIATE HINGE
18 or 14 Go Galvanized Steel
o Q o TEK SCREW
1/4" X 3/4" Hex Washer Head
Self Drilling (4 per Hinge)
NOTE: The location of the intermediate
hnges is indicated by the TOG -L -LOC
dimples at the top of each section.
DETAIL D
SLIDE LOCK (One On Each
Side of The Door) or ° c
LOCK BARS (see DETAIL Il °
SLIDE LOCK or LOCK BARS 18 Section - 17
Engages into the vertical 18" Section - 1
21" Section - 20
track on each side of the 21" Section - 20 }" 24" Section - 23 °° u
door 24" Section - 23
TEK SCREW ° E
1/4" X 3/4" Hex Washer e g g ,
Head Self Drilling (4 per
DETAIL G Slide Lock)
DETAIL L DETAIL M
MATERIAL: 20 GA CS Steel, MATERIAL: 16 GA CS Steel,
040 Min, Hot Dipped Galvanized 040+ Min. Hot Dipped Galvanized
C
� 7" Min.
ROLLER
2" Diameter Nominal Ten
Ball Nylon w/Hardened
Shaft or Ten Boll Steel
w/Hardened Shaft with a
Minimum Workable Shaft
Length Shown.
B NOTE: Jamb Loods: +384.0 lbs./ft. / -416.0 lbs./ft.
End & Intermediate Stiles (Backers)
Min. Detail L (sheet 2 of 3) Min.
of 1" Attached with 3 mm TOG -L -LOC at 2 places. of 1"
DOUBLE STEEL END STILE DOUBLE STEEL END STILE
16 Ga Galvanized Steel _ 16 Ga Galvanized Steel
Detail M (sheet 2 of 3) Detail M (sheet 2 of 3)
VERTICAL TRACK
2" Nominal 13 Go Galvanized Steel W000 JAMB
The vertical wood jamb fasteners
1 11 i
DETAIL H
FLAG BRACKET
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)
BOLT &WASHER may be counter sunk to provide a NOTE: Details on some Views omitted for Clarity.
5/16" t 1 5/8" Lag Bolt & 2" O.D. x 7/16" flat mounting surface. Se jamb
I.D. Flat Washer Double end Stiles and end hardware may be
NOTE: Jamb bracket must be in direct contact atlochment details on sheet,,3 for y
A with the 2x6 (No drywall allowed). attaching jambs to the structure, required on wider or heavier doors.
SECTION B -B
0
2 1 3 1 4 } 5 1 6
OATS
F
n
L
B
IMPACT This product has been evaluated for use in
RESISTANT the High Velocity Hurricane Zone (HVHZ).
162" HT 600, 700, 2000 & 800 STEEL SERIES
E HVHZ WIND LOAD SECTIONAL DOOR
DESIGN PRESSURE +48.0/-52.0 PSF A
(320 Sycamore DRAWING NO.: WL -0600 -0194 -08 -48 -52M -D TREY.
Wauseon, Ohio 43obf DATE DRN: 12/1/14 JORAWN BY: MVS
419.337.9900
o cmpx»�. MODEI(G): See Sheet 3 IGNEET: 2 OF 3
7 I S
1 1 2
3
4
5 6
Complies with the FBC 5th Edition, (2014)
C
1j" THICK - HT 600 SERIES
FASTENER TO CONTINUE
C
C
1j" THICK - HT 700 SERIES
C
C
0 PAST HEADER
0-
P
11
F
F 2" " THICK - HT 2000 SERIES
3THICK HT 800 SERIES
c
C
r-
J
-
4 SECTIONS
45ECTIONS SSECTIONS 65ECTIONS 73ECTIDNS
STRUT CONFIGURATION
2 X 6 GRADE 2 OR BETTER SOUTHERN
PINE JAMBS.
1
SEE CHART FOR WOOD JAMB ATTACHMENT
—
o TO BUILDING STRUCTURE.
STRUT Detail E
(sheet 2 of 3)
Building
g
Structure
Fastener Type
Mlrym,l,n
Embedmem
Minimum
Edge
Mini nt Maximum
Center an Center
aSpacing
Allowable
Tension
0
Distance
Spacing
Load
PEAING
E
Min. 2000 PSI
Concrete
Tapcon 1/4" w/ 1 3/4"
1 O washer
2 1/2"
3" 12"
443 # I
HEIGHT
o 0
lConcrete
w/
UM
1 OD was"
1 3/-
2 1/2"
1J5a4
#
-CEN EMAXR SPAOQ NG
TONGUE AND GROOVE JOINT.
Southern Pine
I = 0.55)
3/8" Lag w/
1 '18"CID
2"
1 1/2"
4" 12"
845 #
I
o—, o
_
(G
washer
FIRST FASTENER 4" to 6"
Spruce Pine Fir
(G = 0.42)
3/8" Lag as
1 1 /S" OD washer
2 1/2"
I
2"
4" 12"
705 # I
1
o
ABOVE THE FLOOR
0
C
C
B
A
STRUT Detall E
(sheet 2 of 3)
26 GA MIN. EXTERIOR DDS OR
CS STEEL SKIN WITH G40 MIN.
HOT DIPPED GALVANIZED, WITH
EPDXY PRIMER & BAKED -ON
POLYESTER PAINT TOP COAT,
MIN. YIELD: 25 KSI
TONGUE AND GROOVE JOINT
NOTE: 2X6 mounted to the wall must be Southern Pine Grade 2 or better.
t STRUT Detail E
l (sheet 2 of 3)
26 GA MIN. INTERIOR CS
STEEL SKIN WITH G40 MIN.
GALVANIZED, BAKED -ON
POLYESTER PAINT TOP COAT.
MIN. YIELD: 35 KSI
TONGUE AND GROOVE JOIM,
STRUT Detail E
(sheet 2 of 3)
FIRE RATED POLYURETHANE FOAM
INSULATION
RIGID/FLEXIBLE PVC BOTTOM SEAL.
SECTION A -A
E
2
4
OPENING
WIDTH
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
HIT _12 & 2_12 SERIES
HIT _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
5 1 6
7
C
IMPACT This product has been evaluated for use in
RESISTANT the High Velocity Hurricane Zone (HVHZ).
16'2" HT 600, 700, 2000 & 800 STEEL SERIES
HVHZ WIND LOAD SECTIONAL DOOR
DESIGN PRESSURE +48.0/-52.0 PSF A
320Sycamore DNAWINO NO.: WL -0600 -0194 -08 -48 -52M -D I NEY.
Wause 311: LIDATEDNN: 12/1/14 1DNAWNNY: MVS
419-337-9900 1YODEL18): See Sheet 3 SHEET: 3 OF 3
7 1 8
C
C
C
C
C
C
C
C
r-
0-
P
11
d -
c
C
r-
4 SECTIONS
45ECTIONS SSECTIONS 65ECTIONS 73ECTIDNS
STRUT CONFIGURATION
3
1
4
OPENING
WIDTH
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
HIT _12 & 2_12 SERIES
HIT _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
5 1 6
7
C
IMPACT This product has been evaluated for use in
RESISTANT the High Velocity Hurricane Zone (HVHZ).
16'2" HT 600, 700, 2000 & 800 STEEL SERIES
HVHZ WIND LOAD SECTIONAL DOOR
DESIGN PRESSURE +48.0/-52.0 PSF A
320Sycamore DNAWINO NO.: WL -0600 -0194 -08 -48 -52M -D I NEY.
Wause 311: LIDATEDNN: 12/1/14 1DNAWNNY: MVS
419-337-9900 1YODEL18): See Sheet 3 SHEET: 3 OF 3
7 1 8