1680 Maritime Oak Dr. 16-SFR-2895 Garage Door ..
r1xL�.1r CITY OF ATLANTIC BEACH
(C) s\ 800 Seminole Road
' _ �� Atlantic Beach,Florida 32233
a' -a:- =I=. •i Telephone(904)247-5800
\,,L1
~ FAX(904)247-5845
�ji�, REVISION REQUEST SHEET
Date: G c7501,17 Received by: Resubmitted:
Permit Number.: IG, - S Fi- ZPD93
Original Plans Examiner: Project Name:
Project Address: /ad A/14,;'fA,e a 1( Dr.
Contractor: R ✓[rte ` 40.0 Contact Name: gi., 671
Contact Phone : - 5 4Contact e-mail:r ode j(e,.,7r,,crs•2�4�.car3-.
Revisi /Plan Chec Permit Fee (s) Due: $ Sc',0 0
Description of Proposed Revision to Existing Permit:
-6 ti Dzrn r ?raniApors tom(.
Additional Increase in Building Value: $ Additional S.F.
Site Plan Revised: ( Public W/U Approval: 72/
By signing below.I(print name) it 0.Dd! affirm that the above revision
is inclu ',- .the proposed c i.I:
4 PI",0" lei 36/1 7
,_.....-`
Si• : ire rContractor/Agent(Contractor must sign if increase in valuation) Date
Y Office Use Only
Date: WI 5CY t'7 Approved: X Rejected: Notified by:
Plan Review Comments:
(044i acfo>< IC pRk- tipO -3110 (-cif/ et rev 10 .
rtment review required Yes o
Building frio)'
Planning-Zoning
Tree Administrator - Plans Examiner
Public Works
Public Utilities 8-1 'Top p 7
Public Safety
Fire Services Date Created 8/20/15 Rev.2 ,
oir...... ,
1 2 3 4 t 5 6
Door Width 9' 2"Shown NOTE: Track configuration abov
the door opening noes not offe
See chart below for other - the wind load rating of the doc
F _ Top Bracket
widths r\-1-
DETAIL A(sheet 20(3)
iitNOTE: For lite options see Sheet 3 of 3. �' ' DI
II,r/ — /// /// 1.11 , SINGLE STEEL END STILE r
"Cow �, /�I/ - 16 Ga Galvanized Steel
0 ,, „ ,t1r. , ,./
E u A) a
_ . ._ __ _..___ _ __.___ _ ____. _
__. _ Slide Lock or Lock Bars
Door Height — Detail G(sheet 2 of 3)
8'-0"Shown in, w !! ec J'
��
See chart 'II1J� operator ' Detai
below for other f' 66;' +/-3" %
OP
door heights • fdo k
J h. n lqt,l "+1-3"
D u IRON u
___ easiumw• _________ U X.
Bottom Bracket End Hinge Strut&Strut Attachment Intermediate Hinge 101"+1_3"—
Detail C(sheet 2 of 3) Detail B(street 2 at 3) Detail E(sheet 2 of 3) Detail D(sheet 2 of 3)
Jamb bracket quantities shown ore for use NOTICE:
Ci with grade 2 or better southern pine jambs. These drawings ore a supplement to
This product has been evaluoted per ANSI/DASMA 108-05 (and —12) for static air pressure. Supporting structural elements ore to be the installation instructions for 0
designed by a registered professional standard door and only covers those
engineer for specific wind loads. procedures that vary from standard
Model Number door installation. If these specific
HT_60&2_60 sER-ra Door Total Io�im
T�I*of jambprocedures ore not followed, the
HT 61&2_61 SERIES Height No.of 'or :: Brkts/Shde door may not perform as designed.
HT 63&2_63 SERIES •
Sections ox.mum mow pw NOTICE:
HT 64&2_64 SERIES 6'-0 3 3 2 The lite section of this door may be
HT_70&2_70 SERIES HT_10&2_10 SERIES 6'-0' 4 3 2 replaced with o section with another
lite style or a solid section. In eithe
HT_71&2_71 SERIES HT_12&2_12 SERIES 8'-3" 4 3 2 case the strut and stile configuration
HT_80&2_80 SERIES HT 72&2_72 SERIES HT_14&2_14 SERIES 6'-6" 4 3 3 should remain the some.
B HT_81&2_81 SERIES HT_73&2_73 SERIES HT_16&2_16 SERIES 6'-W 4 3 3 NOTICE:
HT_82&2_82 SERIES HT_74&2_74 SERIES HT 32&2_32 SERIES 7'47 4 3 3 Only one lite section per door is
HT 90&2 90 SERIES HT 900 SERIES W/O UTESHT_33&2_33 SERIES 74' 4 3 3 permitted. The lite section can be
used anywhere except for the
Door Widths Design Pressures End Center Center Canter I ad 4 3 3 bottom section. If the lite section
Up To +psf psf Bankers Stiles Hinges Stiles Hirpee Sties Hinges
T$ 5 4 3 is not the top section then the
8'-2" 23.9 -27.0 Single 1 1 1 1 1 1 NO 7'-17' 4 3 3 struts must be locates as shown in
_ __ the STRUT CONFIGURATION on page
9'-2" 1 21.3 -24.1 Single ' 1 1 1 1 1 1 NO 7'4' 5 4 3 3 of 3.
_ -0"10'-r 17.3 -19.6 Single 2 2 1 1 2 2 NO 8'-O 4 3 3 FL#16660.19
17-2" 12.1 -13.6 Single 2 2 2 2 2 2 NO 8'-0" 5 4 3
This product is designed u .: .. ;;y , The AHJ or Engineer of Record is responsible for determining the Maximum section height is 24 in. �''
A PSF required for any given site. Maximum door height is 16 ft. ^Aa-
1)00
All doors, even those above the tested height, ore available AMaMper Comex
with jamb brackets or commercial full angle. The moximum
spacing of the jamb brackets/track clips should be I
maintained. I 11r�Y�N
11.4.111:011/
eq�MIM
'41*
8
Ig Bracket iI
i(sheet 2 of 3)
1
Backet
ieet2of3) •
l
I
N
1
/.1 -J2
JVZ -
6 � s W
gitally signed by John E.Scates,P.E. ' m - Z F
ite:2016.08.04 15:09:30-05'00' 1 (� 0 V G
H tome Q O
��11111111//j
�•. i rtttQ���. tii.IL 2 W
No.51737 �_ 'x$17
*� r O W W
op STATE OFd. Cr
81
/// °NM' 0 il 46.1 (0) UJ
ICC
John F Scotus, P3
3121 Folrgate Drive Ilr.
Carrollton, Texas 75007
Florida P.E. // 51737
ssional Engineer seal provided only for
;ct an of wind load construction details.
aIIPTIOIt
'2"HT 600,700,2000&800 SERIES WA.H'ES&HT 900
RIES WITHOUT LITFS WIND LOAD SECTIONAL.DOOR
DESIGN PRESSURE+21.3/-24.I PSF /
IN S WL-0600011006.21.24L ISMER I Q 31 YY. D
N1 7/28/14 1 DRAM l?: MVS
EEL(S): See Sheet 3
-v
• 1 2 3 4 i. 5 6
PUSH NU'
PUSH NUT 24"
pm
7/16"
END HINGE
p �� See DETAIL K for push nut r ' 14 Go Galvanized Steel 'J
See DETAI. K for push nuc
• placement.
F � placement
1
liI:i
—�, - ADJUSTABL- TOP FIXTURE TEK SCREW col12Ga • 1/4" X 3/4" Hex Washer Head ����� ���� TEK SCREW I 1Self Drilling (2 per Bracket) Mala 1/4" X 3/4" Hex Washer Headi
xi • wI� TEK SCREW • Self Drilling (6 per Hinge)
Mr 1elf X 3/4" Hex Washer Head LOW HEADROOM TOP
IL A(
�' Self Drilling (4 per Bracket) V �•�� PUSH NUT ,
BRACKET •o•0 7/16"
See DETAIL K for push nut DETAIL ALOW HEADROOM DETAIL B placement. DETA
E 3TOP BRACKET
24" in -- 2" x 2" E STRUT
20 Go 33 KSI Minimum
INTERMEDIATE HINGE Galvanized Steel
' • ` 18 or 14 Ga Galvanized Step, pol, JAMB BRACKET ' O
10,
A `2" 12 Ga Golvanized Steel o•o•c
TEK SCREW
1/4" X 3/4" Hex Washer Head
11 — lir' Self Drilling (4 per Hinge) O • = '
.11A
NOTE: The location of the ....
D -�- 2"� __ BotT & NUT
• intermediate hinges is
indicated by the toggle EK SCREW 1 1/4-20 x 5/8" Carriage ,
lock dimples at the top of 1/4" X 3/4" Hex Washer - - ----' Bolt & 1/4--20 Hex Washer
DETAIL D each section. DETAIL E Head Set Drilling (1 per Ena DETAILF Nut (1 per Jamb Bracket)
Stile & 2 per Intermediate Stile) DETA
WITH AND WITHOUT _
BRACE l
0
• p0 e0
0 0 �I, NOTE: Details on some views omitted for clarity.
0 0'.. .•• 0 0 ,illi
�� Double end stiles and end hardware may be
°
IT
' ' '��lilw
required on wider or heavier doors.
C Q .
RESIDENTIAL & LIGHT COMMERCIAL COMMERCIAL 1/4"
COMMERCIAL For Standard, High For Standard, High DETAIL Kr"s FLAG BRACKET
_ For Low Headroom & Vertical Lift & Vertical Lifte • oo 000«-.
With 2" Track and With 2" Track and With 3" Track and There should be a space of j BOLT
Single End Stiles Single End Stiles Single End Stiles 1/4" between the roller hub I 5/16 x 1 5/8" Log Bolt
ALTERNATE BOTTOM BRACKETS and the outside edge of the (4 per Flag Bracket).
roller holder which is set by
NOTE: The bottom bracket tested (shown in DETAIL C) is the lightest bracket available. the push nut. ' BOLT & NUT
B
1/a-20 X 5/8" Track Boit
& 1/4-20 Hex Washer Nut
1 1/8"THAN 1 3/4", 2" & 3• (� (2 for Horizontal & for
Min. POLYURETHANE FILLED DOOR SECTION Min I I V¢rtical Track)
of 1 Minimal 26 Ga Galvanized Pointed Steel Skins of 1"
Vii,% /.
32
i1,, 11,r 11 nl�14,
ROLLER FL#16660.19
BOLT & WASHER VERTICAL TRACK - 2" Nominal
5/16" x 1 5/8" Log Bolt & 2" 0.D. 13 Go Golvanized Steel tested. WOOD JAMB _ Haas x 7/16" I.D. Flat Washer 3" Nominal 13 Go is oleo The vertical wood jam. - - -`'Teter Nominal DETAIL H Haas
A NOTE: Jamb bracket must be in approved os on alternate. fasteners may be counter suf. --'even Boll Nylon or .
direct contact with the 2x6 (No to provide o Plot mounting Ten Boll Steel with ��..//avJllll
drywall allowed). surface. See jamb attachment a Minimum Workable A Nnetq•r Ceesp•rry
NOTE: The flat washer is not required details on sheet 3 for attaching
jambs to the structure. Shaft Length Shown. US•,,�"
for angle mount, I sinews.Nob 4•1117
\,
8
TEK SCREW
1/4" X 3/4" Hex Washer Heod
Self Drilling (3 per Bottom Bracket)
BOTTOM BRACKET
13 Go Galvanizes Steer
— PUSH NUT
7/16"
See DETAIL.__K for push nut
placement.
C BOttOM SEAL
I
SLIDE LOCK or LOCK BARS
a
(not requred with operator)
- TEK SCREW
pr 1/4" X 3/4" Hex Washer
Head Self Drilling (4 per
Slice Lock) I
G_
��\‘\1tiI �1
#i / c
E•» sc,�
No.51737 t
*' EE
* . ..
.0'. STATE OF ;, `
111
John F Scales, P.E.
3121 Fairgate Drive
Carrollton, Texas 75007
=orido P.E. # 51737
Issianal Engineer seal provided only for
cation of wind load construction details.
ICNFTmUt
T 2"HT 600,700,2000&800 SERIES WAIT ES&HT 900
TRIES WITHOUT LITES WIND LOAD SECTIONAL DOOR
DESIGN PRESSURE x21.3/-24.I PSF
as 1104 WL06000I I0-08-21-24L I SHEET:2 a 311x. D
N 7128/14 i IIAllIT: MVS
IEL(q: See Sheet 3
N/►
.IR 1 2 3 1.______±__ r 5 8
PAST HEADER- FASTENER TO
CONTINUE MODEL NUMBS
F NOTE'. GLASS OPTIONS ARE AVAILABLE
o WOOD JAMB ATTACHMENT MODEL NUMBERS c
2 X 6 GRADE 2 OR BETTER SOUTHERN AVAILABLE
PINE JAMBS. Budding Alnmam MEdgom n CerS On Cen,m AlowaEFa
SEE CHART FOR WOOD JAMB ATTACHMENT Structure Falterer Type eadsonem EOea an canbr n came /Load HT_14&2_14 SEES
HT_18&2_18 SERFS
�DblanceI Spacing Spec'mg Load
o / TO BUILDING STRUCTURE. — —
/r Min.2500 PSI a 4"w/1'2" PLUS) 7 2.50' 5.00" 24" 551 j HT 32 Q 2 32 SERFS
4000 PSI Concrete 1l4'w/1' washer
HT_33&2_33 SERES
Southern Pine 3/8' 1.50' 1.50• 1.50" 24" 620
O 1 1/8'00 weaker HT_10&2_10SERIES
ye•�ty/ HT 1282 12SERES
E Sprues Pins Fir 1.50^ 1.50" 1.50" 24" 482 — —
OPENING 1 1B'OD week/ _ I HT_60&2_80 SERFS
HEIGHT
O o NOTE: 2X6 mounted to the well must be Southern Pine Grade 2 or better. HT_61&2_61 SHIES
HT 63&2 63SEES
MAXIMUM ON —
CENTER SPACING HT_64&2_84 SEES
0 o HT_70&2_70 SEES
FIRST FASTENER 4"to 10" HT 71&2_71 SERES
ABOVE THE FLOOR HT 72&2_72 SEES
- o o HT_73&2_73 SEES
HT_74&2_74 SEES
HT_80&2_80 SEES I
OPENING I _8HT_81&21SERES_
WIDTH
HT_82&2_82 SEES
ill . r r r "4
HT_90&2_90 SEES
L L HT 900 SERIES W/O LITES
SE 1ION III x
LLE L' MODEL NUMBERS AND SINGLE
SE 1ION SE•L ION PANE ACRYLIC LITE OPTIONS
C; 1
' UTE OPTIONS MANIA/IE
L L E L u MODEL NUMBERS RAMANIA/IESTANDARD
AVAI
BLE
SE•�ION SE•I ION HT 810&710 SERFS X X
HT 670&770 SEES X
r HT 871&771 SERES X
SE SE�Ib. HT 672&772SEES X
HT 873&773 SEES X
I HT 674&774 SEES X
HI 680&780 SEES X
B L11
L E HT 681&781 SEES X
SE ION SE•�ION SE•'ION
HT 682&782 SEES X
I HT 890&790 SEES X
38 11' ' 07 1 1 1$•
L L L JE x 10 1/2" x 10 114•
—
SE ION SE ION 8E•�ION DAY LxeNT OPENING MO/
-YAM x/ALL
FL#16660.19
,
r•
I I I I, �
(Maas
A1 3 SECTIONS 4 SECTIONS 5 SECTIONS 6 6ICTIONS 7SECTICNS 3 SECTIONS 4 SECTIONS 4 SECTIONS 7 SECTIONS 7 SECTIONS 7 SECTIONS 7 SECTIONS 7 SECTIONS floor
WITH LITE SECTION AT TOP WITH LITE SECTION ANYWHERE n w.-.ty.,rn.noanv
EXCEPT THE TOP AND BOTTOM SECTION
STRUT CONFIGURATION .:'.
8
S AND LITE OPTIONS
988 MINIMUM.TEMPERED AND INSULATED GLASS UNITS. i I
LITE OFT1ONS AVAILABLE
- RANCH STANDARD cawelc/u o0 AL
sE 24x12 24x6 1 I
'-'-' ix
loll _ E
— — }"
all 1 CIAIIII
0
',_
0
NI xI X
m
X
I. 38 12' 171W 21 1? 21 117 —
72. x101/2' x101/4' x912' x3114•
DAY LGHTOPE1NS IDLO)-WIDEx TALL _.
� \\\`\\` IIrls ,// � `
�� 'osi �
No.51737
* I*=
* ti:
�'O', STATE OF,-O.t`'-fLOR� Q�'QN
Nsp
.46
///11111\\\
John E Scutes, P.E.
3121 Folrgote Drive
Carrollton, Texas 75007
Florida P.E. / 51737
.fessionol Engineer seal provided only !or
ificotion of wind load construction details.
> IIIPTI01t
E 2'HT 600,700,2000&1100 SERIES WA.R05 a HT 900
SERIES WITHOUT LITES WIND LOAD SECTIONAL DOOR
DESIGN PRESSURE+2131-24.1 PSF i
wog a:v/40600-01111418-214411111111:Aim 3 W 31 M. D
AL 728114 MAOO: MVS
' EL( : See Sheet 3
E
Door Height I
8'- 0" Shown
See chart
below for other
door heights
D
Bottom Bracket
Detail C (sheet 2 of 3)
c
This product has been
Door Width 9'- 2" Shown
See chart below for other - - - - --
-- Top Bracket door widths
DETAIL A (sheet 2 of 3)
NOTE [or 'lite options see Sheet S of 3.
SINGLE STEEL END STILE
16 Ga Galvanized Steel
End Hinge
Detail B (Sheet 2 of 3)
r Slide Lock or Lack Bars i
Detail G (sheet 2 of 3)
Manual door locks are j
required unless an outomotie
operator is installed.
662" +/- 3-
382' +/- 3"
6 y
NOTE: Track configuration above
the door opening does not affect
the wind. load rating of the door.
8
g Bracket
(sheet 2 of 3)
E
racket
eat 2 of 3)
Strut & Strut Attachment 'I-- Intermediate Hinge 102" +/- 3°
taii J
DeE (sheet 2 of 3) Detail (sheet 2 of 3) Digitally signed by John E. Scatesr P.E.
Jamb bracket quantities shown are for use NOTICE: Date: 2016.08.04 15:09:30 -05'00'
With grade 2 or better southern pine jambs. These drawings are a supplement to ``, 'I'i `
per ANSI/DASMA 108-05 (and -12) for static air pressure. Supporting structural elements are. to be the nstcllot'on instructions for a
��� III,l f
designed by o registered professional standard door and only covers those \fit
_Model Number engineer for specific wind loads. procedures that vary from standard \\
Door
Height
Total Totai�$R"—
No. of �"—w - a-"- Jamb
BrWStde
.$eCtiOm9 tM rolke e<•ihe A®hi).
HT _60 & 2_60 SERIES
-
3
—I
NOTICE:
HT _61 & 2_61 SERIES
3
2
6'-3
4
HT 63 & 2_63 SERIES
HT 64 & 2_64 SERIES
2
6'-6"
4
3
HT -70 & 2_70 SERIES
,[
HT _10&2 10 SERIES
4
B
DoorNdths Desi n Pressure
End
HT -71 &2_71 SERIES,1HT_12&2_12
HT 80 & 2_80 SERIES HT _72 & 2_72 SERIES
HT_81&2 81 SERIES HT_73&273 SERIES
HT 82 & 282 SERIES HT 74 & 2_74 SERIES
Ht 90 & 2_90 SERIES HT 900 SERIES W/O UTES
--- center-------Oenter ---
SERIES
HT _14 & 2_14 SERIES
HT_16&2_16 SERIES
HT _32 & 2_32 SERIES
HT_33 & 2 33 SERIE
Impact
-- —M-'-- er
7'-3"
Up To + - Backers
8'-2' 23.9 -27.0
9'-2" 21.3 -24.1
Single
Stiles Hin as Stiles HI s
1 t 1 1
Stiles Hi es
1 1
Resistant
NO
Single--
3
f .—.__No.
5
10'-2" 17.3 -19.6
Single
2 2 1 1
2 2
NO
3
12-2° 12.1 -13.6
This product is designed and sold
Single
b
2 2 2 2
PSF Th AH
2 2
NOS
Door
Height
Total Totai�$R"—
No. of �"—w - a-"- Jamb
BrWStde
.$eCtiOm9 tM rolke e<•ihe A®hi).
W-0"
3
3
2
NOTICE:
4
3
2
6'-3
4
3
2
6'-6"
4
3
3
6'-9'
4
3
3
T-lP'
4
3
3
7'-3"
4---3
3 of 3.
3
7'-G'
4
3
3
T -G'
5
4
3
T -9r_
4
3
3
7`-9"
5
4
3
8'-0'
4
3
3
8'-0"
5
4
3
door installation. If these specific
��► :���GBM��•�' /�
procedures ore not followed, the
door may not perform as designed.
11No. 51737
NOTICE:
The lite section of this door may be
_
i
replaced with o section with another
lite style or a solid section. In either
�'� STATE OF s
case the strut and stile configuration
�`•� r•
should remain the some.
N071 E:
A •.�{yR10P• \
Only lite section per door is
'�fig. ;1 N`\, I
permitted. The Re section can be
used anywhere except for the
bottom section. If the lite section
John
E n hSot
c e s, P,E.
aleate
is not the top section then the
FoDrive
struts must be located as shown in
Carrollton, Texas 75007
the STRUT CONFIGURATION on page
Florida P.E. # 51737
3 of 3.
FL #16660.19
Professional Engineer seal provided only for
verification of wind load construction details,
y e J or Engineer of Record is responsible for determining the DESCRIPTION
PSF required for any given site. g Maximum section height s 24 in.
A Maximum door height is 16 ft.
9'2" HT 6011, 700, 2000 & S00 SERIES W/LrrES & HT 900
SERIES WITHOUT L1TES WIND LOAD SECTIONAL DOOR
All daa, even brackets
those above or comOMthe tested height, are available DESIGN PRESSURE+21.3/-2A.1PSF
with jam,
brackets mercial foil angle. The maximum MAWIBB BD.: WL -060a -0110-0&21.24L •IIEEr: I OF BEY. D
spicing of the jamb brackets/[rock clips should be gg OA1E MB: 7/28114 DRAWN BY: MVS
maintained. Yltnnn, Ohb 4NQ
®eogrbmxm4 MODEL(S): See Sheet 3
1
_ 2.- 3 4- 5 6 7 8
PUSH NUT 23" _
G4
PUSH NUT 7/16^ END HINGE TEK SCREW
--__
7/16" See DETAIL K for push nut '•4 Go Galvanized Steel 1/4" X 3/4" Hex hasher Head
°
See DE All. _K for push nut placement. " Self Drilling (3 per Bottor Bracket)
F
placement.
ADJUSTABLE TOP FIXTURE - TEK SCREW ° ® BOTTOM BRACKET
1/4" X 3/4" Hex Washer Head TEK SCREW ® 13 Go Galvanized Steel
12 Go
Self Dr'lling (2 per Bracket) 1/4" X 3/4" Hex Washer Head -
TEK SCREW AQ Self Drilling (6 per Hinge) PUSH NUT
°
I----1.". 7/16"
1/4" X 3/4' Hex Washer Head L.Y-
LOW HEADROOM TOP
U ® PUSH NUT U See DETAIL K for push nut
Self Drilling (4 per Bracket) UUU
BRACKET a o®a 7/16" placement.
See ,DETAIL K for push nut -
DETA
L A placement. BOTTOM SEAL
DETAIL B DETAIL C
LOW HEADROOM
EI''
3r,
TOP BRACKET
t
24
- 2" x 2" E STRUT
20 Go 33 KSI Minimum
_ __
INTERMEDIATE HINGE ' " Golvanized Steel
18 or 14 Da Galvanized StecTJAMB BRACKET L8
o
2" 12 Go Galvanized Steel o o
SLIDE LOCK or LOCK BARS
0 ®
TEK SCREW
1/4" X 3/4" Hex Washer Head � a ' (.not reyUired With UGerotor7
9R'
I
Self Drilling (4 Hinge) —
—_.___
per p
` - - --- o TEK SCREW
o � 1/4" K 3/4" Hex Washer
NOTE: The location of the 2"� BOLT & NUT Head Self Drilling (4 per
D
intermediate hinges is 1/4-20 X 5/8" Carriage Slide Lock)
g TEK SCREW / / g
indicated by the toggle 1/4" X 3/4" Hex Washer Bolt & 1/4-20 Hex Washer
DETAIL
lock dimples at the top of Nut (1 per Jamb Bracket)
D each section. DETAIL E Stied&e2 Drilling (IDETAIL F DETAIL, G
WITH: AND WITHOUT
BRACE
0
¢O 00
a a NOTE: Details on some views omitted for clarity.
0 °o a° Double end stiles and end hardware may be
[ri,
0 0 required on wider or heavier doors.
C
o I I III//���
`\01,IlI
" /Vi�/
a \N lig$. TFC
1 /4"f
RESIDENTIAL
��N�
L -
& LIGHT COMMERCIAL COMMERCIAL FLAG BRACKET
�
CC N'ERCIAL
For Standard, High For Standard, High DETAIL K = '•
0 m No. 51737
& Vertical Lifte 0 0 o r
For Low
With 2" Track
Headroom & Vertical Lift +
and With 2" Trock and With 3" Track and There should be a space of / BOLT
°
Single End
Stiles Single End Stiles Single End Stiles 1/4" between the roller hub 5/16 X 1 5/8" Log Bolt � ♦t �
and the outside edge of the G (4 per Flag Bracket). �; $TATE OF #
: vlti
ALTERNATE
BOTTOM BRACKETS roller holder which is set by n ';Z
�it�`
the nut. L� BOLT &. NUT �LOR1MP%•CC`►
B
NOTE: The nal tom
bracket tested (shown in TAIL ) a the lightest bracket available. push
01/& M1/4Track Bolt ���S1ONA�
o
20 Heb' Washer Nut
2 //IIIIII
1
of t"
1 3/S" 1 3/4", 2" & 3- - (2 for Horizontal & for
POLYURETHANE FILLED DOOR SECTION Min. Vertical Track) John E Scales, P. E.
Minimal 26 Go Galvanized Pointed Steel Skins of 1" 3121 Foirgote Drive
Carrollton, Texas 75007
J-311
1Florida P.E. 51737
. 2 l FL #�666�•�9. Pro fess:onal .Engineer seal provided only for
— .._
ROLLER ed II I venficcton of wind load construction details.
ROLLER -
BOLT &WASHER
" DE$GDIPi10N:
VERTICAL TRACK — 2 Nommol --
5/'.6" X. i 5/FI"
WOOD JAMB
Lag Batt & 2" O.D. 13 Go. Galvanized Steel tested, 2" Diameter Nominal
The vertical wood jamb DETAIL H • • - B 2 HWITHOU6, ITES WINDSIA SERIES SECTIONAL O0
tDOOR
SERIES WITHOUT LOAD SECTIONAL
A
7/16" I D. Flat
NOTE; ,lamb bracket
direct contact xith
Washer 3" Nominal 13 Go s also FRES SURE
_____._ ... ___-__._ DESIGN PRESSURE +21.31-24.1 PSF
must be in approved os on alternete. fasteners may be counter sunk Eleven BOII Nylon Or PSF
the 2x6 No to provide flat mounting Ten Ball Steel With
( i - DRAWING M0.: WLOfiDU0110-08.21-24L SHEET: 2 OF 3 Rl D
Sc.e
drywoli heowed),
NOTE: The flat washer
surface. iamb attachment a Minimum Workable --�— - ----
details on sheet 3 for attaching ggeer"„�" GATE DDM: 7R81t4 DDMIM BT: mvs
is not required Shaft Length Shown. - ---
g
for angle mount.
jambs to the structure.
Gl upRlpm�
i w�®�. �b quer
MDDEL�S�: See Sheet 3
_ _
FASTEIJER TO CONTINUE
F PASTHEADER
O
° o
— 2 6 GRADE 2 OR BETTER SOUTHERN —
PINE JAMBS.
CRT FOR WOOD JAMB ATTACHMENT
oZSEEXHAT
O BUILDING STRUCTURE. o
I
o
E OPENING
�h
WOOD JAMB ATTACHMENT
��JMinimum
BUBdhg
HT 14 & 2_14 SERES
MMM _-
Mhknum
jMaxlrrum;Al..ablel
X
S1rUClUre
Fastener Type
Embedment
EdOe
Dlalance
on Center:
Spacing
an acing
i Spacing
enson
� Lbetl
X
X
HT _33 & 2_33 SERIES
Min. 2500 PSI to
Topton + (PLUS)
2"
2.50°
5.00"
24"
551
4000 PSI Concrete
114" w/ 1" OD wash
X
HT _12 & 2_12 SERIES—,
Southern Pine
318" Lag w!
1 1/8" ODwaster
1.50"
1.50"
1.50"
l 24"
620
Spruce Pine. Fir318"
Lag w/
1 118" OD washer
1.50"'.
1.50"
1.50"
24"
L4822
:.HEIGHT T
` o NOTE: 2X6 mounted to the wall must be Southern Pine Grade 2 or better.
MA:KIMUM ON
F CENTER SPACING 0—FIRST FASTENER 4" to 10" o
1 } ABOVE THE FLOOR
D L.—
_—_—OPENING
----'}
WIDTH
lEI
SE` ON
i
6 ---- — 7 - - — 8
MODEL NUMBERS AND LITE OPTIONS
NOTE: GLASS OPTIONS ARE AVAILABLE IN DSB MINIMUM, TEMPERED AND INSULATED GLASS UNITS.
_. ----
MODELL NUMBERS
AVAILABLE
LITE OPTIONS AVAILABLE
-_'--�flJLLI. _
CARRIA_GE RANCH STANDARD CCMIVIS IALI00AMERa
HOUSE 24x12 ! 24x8
HT 14 & 2_14 SERES
X
X
HT _16 & 2_16 SERIES
X
X
HT_32&2 32 SERIES`
X
X
HT _33 & 2_33 SERIES
X
X
HT_10_& 2_10SERIES
X
X
X
X
X
HT _12 & 2_12 SERIES—,
X
X
HT _60 & 2_60 SERIES
X
HT 61 & 2_61 SERIES
X
HT _63 & 2_63 SERIES
X
HT _64 & 2_64 SERIES
X
HT 70 & 2_70 SERIES
X
HT _71 & 2_71 SERIES
X
HT _72 & 2_72 SERIES _
X
HT 73 & 2_73 SERIES 1
X
HT _74 & 2_74 SERIES
X
HT _80 & 2_80 SERIES
X
HT _81 & 2_81 SERIES
X
HTT=82 &Z82 SERIES {I
X
HT _90&2 90SERIES
1-
X
--
HT 900 SERIES W/O WES
3812" 381/2" .17114" 211!2" 211tY
_x 121/2" x1010 x101/4" .x91/2" x31M"
DAY LIGHT OPENING (DLO) - WIDE x TALL
LIE L MODEL NUMBERS AND SINGLE
SE LION sE ION PANE ACRYLIC LITE OPTIONS
C
LITE: OPTIONS AVPIAal I -
-RA`,,,IIIIIII��
LIE MODEL NUMBERS NCH STANDMD
SE IOIJ L E AVAILABLE ��� �
I SE ION HT 610 & 710 SERIES X X \� 'Q� L�CENBti•;Ci� �//
HT 670 & 770 SERIES X •�`,51737 •� +_
LIE HT 671 & 771 SERIES X
SE No• r'
t r*�
ION � � � SEL ON HT 672 & 772 SERIES _X
HT 673 & 773 SERIES X •p STATE OF `
1
HT 674 & 774 SERIES X
L E F�H
T 680 & 760 SERIES X ///���' F�OR�Op' 6�?N�
E3 SE ION SEC+ ON SE t10N T 682 & 782 SERIES X /////sS�ONA; �?N\X E
HT 690&790 SERIES X John E Scan=s, P.E.
L E LIE L E 3S 12" +7114" 3121 Foirgate Drive
SEC z 1012" x101/4" Carrollton, Texas 75007
SE ION SE ION SEQ ION DAVLGHTOIENIWMUD) Florida P.E, # 51737
WDE x TALL
Professional Engineer seal provided only for
FL#16660.19 verificohon of wind load construction details.
DESCRIPTION;
9 2" HT 600, 700, 2000 & SSD SERIES WQ.If ES & HT 900
A 3 SECTIONS 4 SECTIONS 5 SECTIONS 8 SECTIONS 7 SECTIONS 3 SECTIONS 4 SECTIONS 4 SECTIONS ?SECTIONS 7 SECTIONS 7 SECTIONS 7 SECTIONS ?SECTIONS SERIES WITHOUT LITES WIND LOAD SECTIONAL DOOR
WITH LITE SECTION AT TOP WITH LITE SECTION ANYWHERE DESIGN PRESSURE +21.3/-24.1 PSF
EXCEPT THE TOP AND BOTTOM SECTION BMWDIDDa: WL-M"Ili:6&21.24LT,N�r 3 W 3 Ray, D
STRUT CONFIGURATION aiehaaem U:j 7ns/le DRAIII MVS
^ ^ , ' ^ w.naon.ap dmm ' ..
� cap�gM2sl4 MODEL(S). See Sheet 3
i