HomeMy WebLinkAboutNOA Steel Sectional Garage DoorRECEIV 1 AUG 0 9 2017
MIAMI-DADS
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) wvvw.minwidadLgov/economy
DAB Door Company, Inc.
12195 NW 9816 Avenue
Hialeah Gardens, FL 33018
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be
used in Miami Dade County, and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall, not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In
Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or
material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may'immediately revoke, modify, or suspend the use of
such product or material within their jurisdiction. RER reserves the right, to revoke this acceptance, if it is determined
by Miami -Dade County Product.Control Section that this product or.material fails to meet the requirements of the
applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone..
DESCRIPTION: Hurricane Master® Model 824/811 Steel Sectional Garage Door 16'-2" Wide with
Window Lite Option (DP +36.0, -44.0 PSI) ,
APPROVAL DOCUMENT: Drawing No. 02 21, titled "24 GA. Roll Formed Steel Sectional Garage
Dooe', dated 09/10/2002, with last revision K dated 03/09/2015, sheets 1 through 5 of 5, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P:E., bearing the Miami -Dade County Product
Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County
Product Control Section -
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model/series
number, the positive and negative design pressure rating, indicate impact rated if applicable, installation
instruction drawing reference number, approval number (NOA), the applicable test standards, and the
statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track,
bottom angle, or inner surface of a panel.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product. .
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
this NOA shall be cause for termination and removal ofNOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA, renews NOA # 14.0814.10 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No.15-0304.01
MIAMI-DADEGOUNTY Expiration Date: July 21, 2020
Approval Date: April 23, 2015
DAB Door Comnanv, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED j
A. DRAWINGS
1. Drawing No 02-21, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated
09/1012002, with last revision J dated I i/07/2014, sheets 1 through 5 of 5, prepared by AL-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B TESTS "S'ubmitled under NOA # 11-0414 I2"
1: Test Reporton'Uniform' Static Air Pressure Test,•Loading and'Forced Entry Test per FBC,
TAS 202-94,; o�
"DAB '824 Sectional Residential. Garage Door"•prepared.by. Hurricane
Engineering & Testing Inc., Report No. HE4I-074200, dated 05/02/2007, signed and sealed
by Candido F.T,ont,,P.E.:
2. Test Report on Large Missile Impact Test perFBC,'TAS 201-94 and Cyclic Wind Pressure
Test per PBC, TAS 203-94, of "DAR 824 Sectional Residential Garage Door",,prepared by
Hurricane Engineering & Testing Inc., Report No. HETI 11-3204, dated 01/2012011, signed
and sealed by Candido F: Font, P.E. '
3. Test Report on Tensile Test per ASTIVI E8-08 of "Sectional Residential Door (skin)",.,
prepared by Hurricane Engineering & Testing 16, Report No. HETI-11-T100, dated
01/21/2011, signed and sealed by Candido F. Font; P.E.
"Submitted under.NOA # OS-0228, 02" ;
4. Test Report on Large Missile Impact. f6st and Cyclic Wind Pressure Test, of "Sectional
Residential Door with Windows",._prepared by. Hurricane Engineering,& Testing Inc., ReportNo. Hi1TI 03-1328, dated 07/15/2003, signed and sealed by Rafael E. Droz-Soda; P.E: .
5. Test Report on Uniform Static Air Pressure Test, of "Sectional -Residential Door? prepared by
Hurricane Engineering & Testing Inc.; Report No. HET103-1329, dated 07/15/2003, signed
and.sealed by,Rafael E. Droz-Seda,-P.E:
6. TestReport, on.Tensile.Test per ASTM E-8 of"Sectional Residential'Door (skin)", prepared
by Hurricahe•Engineering & :Testing Inc, Report -No. HETI 03-T078, dated 10/31/2003,
signed and'sealed by'Rafael E. Droz-Seda, P.E.
"Submitted under NOA # 03-0210.04"
7. Test report on Salt Spray (Corrosion) Test per,ASTM B 117 of a painted. G-40 steel panels,
prepared by Celotex Corporation, Test Report Nq. 258592, dated 08/17/1.998, signed by W. A.
Jackson, P.E. I
C. CALCULATIONS ' "Submitted tinder NOA #,14-081 d,IO
1. Anchor verification calculations prepared by Al-Farooq Corporation,, dated 09/22/2014 and
07/24/2014, signed and sealed by Javad. Ahniad,, P,E.
Carlos,M. Utrera, P.E.
Product Control Examiner
NOA No.15-0304.01
Expiration Date: July21, 2020
E -1 Approval Date: April 23, 2015
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE.EVIDENCE SUBMITTED
C. CALCULATIONS (Cont.)
"Submitted under NOA # 11-0414.12"
2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0
. 2007, dated 04/07/2011, signed and sealed by Javad Ahmad, P.E.
3. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0
2007, dated 12/19/2008, signed and sealed by Humayoun Farooq, P.E.
"'Submitted under NOA # 09-0128 02"
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.13-0117.01, issued to SABIC Innovative Plastics, for their
Lexan Sheet Products, approved on 11/28/2013 and expiring on 07/17/2018.
2. Notice of Acceptance No.14-0311.08,• issued to Insulfoam, LLC, for their
Insulfoam. Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring on
11/29/2017.
3. Notice of Acceptance No.11-0926.07, issued to Dyplast Products, LLC, for their Expanded
Polystyrene Block Typo Insulation, approved on 11/10/2011 and expiring on 01/11/20171.
4. Notice of Acceptance No.11-0926.06,,issued to Dyplast Products, LLC, for their
Dyplast ISO-C1 Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on
01/11/2017.
5. Notice of Acceptance No.10-1129.04, issued to Cellofoam North America Inc, for their
Expanded Polystyrene Block Insulation, approved on 02/24/2011 and expiring on 02/24/2016.
"Submitted under NOA # OS- 0228 02"
6. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per
ASTM Gi55 of "PVC Extrusion Material", prepared by Hurricane Engineering &
Testing, Inc., Report No. HETI 04-AO02, dated 09/27/2004, signed and sealed by Rafael E.
Droz-Seda, P.B.
7. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material", prepared by
Hurricane Engineering & Testing Inc., Report No. HETI 04-T251, dated 11/29/2004 signed
and sealed by I. Gbia, P.E.
8. Test Report on Self -Ignition Temperature Test, Rate of Burn Test and Smoke Density
Test of "REHAU non -foam PVC extrusion material", prepared by ETC Laboratories,
Report No. 04-761-15019.0, dated 05/06/2004, signed and sealed by J. L. Doldan, P.E.
F. STATEMENTS "Submitted under NOA # 14-0814.10"
1. Statement letter of code conformance to the 51" edition (2014) FBC and no financial interest
issued by Al-Farooq Corporation, dated 05113/2014, signed and sealed by Javad Ahmad, P.E.
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No.15-0304.01
Expiration Date: July 21, 2020
E -2 .Approval Date: April 23, 2015
. n z-1/. h to w1 ---- PUSH NUT TOP FDITURE 5-1/2- X 2-3/4' X 0.1"
GALV. STEEL CENTER HINGE � O � STEEL PLATE WITH ONE 5 18-18 ALS W
W/ (4) #14 X 5/8' sMs . -FASTENED O END STILE / / NUT
° WITHOUT DEL RON SLEEVE (STD.) 1 O (61 0144 XT3/ SELF OR4WNG SCREWS
p 7-1/2' X 3' X .071' MY. STEEL I I I S SHEET 3 FOR TOP BRACKET OPTIONS
END RR HINGE
W/ (6) #14 X 5/8' SUS i O O 1 CENTER STILES
WITHOUT OELRON SLEEVE (STD.) - - SEE SCH. 'A' - WITH OELRON SLEEVE (oPT10NAL)
° 7-1/2' X 2-1/4" X 071•GALV. STEEL CENTER HINGE LOCK
`
° W/ (4) #14 X 5/8' SMs 2/ DOOR
WITH OELRON SLEEVE (OPTJONALf-- ----- ---`•
1' W X .15 THK LATCH I` ```'mot ♦ _ --
CENTER HINGE 11 STANDARD LOCK
t SPRING LOADED SLOE BOLT (BOTH SIDN
FASTENED W/ (4) %14 X 1/2' SliS \
_-_5/8' MIN. LOCK ENGAGEMENT
CONFORMS TO SECTION 1008 REGARDING t� -
GARAGE DOORS
.158 OlA CALK AIRCRAFT TYPE
W/CMBYE 5�TOO I FACTOR
m X 5-5/8n1 X .090 THKII O- -
STEEL PLATE, I-3/6' DEEP I
SELF WITH(DRILLING SCREWS ` °
BRACKET BRACKET ---
STD. LIFT DOOR LOW HEADROOM
TOTAL / OF
DOOR
V BARS AT
HDGHr
DONSWS OF
EACH DOOR
6'-6'
2 SECTIONS ITT!2
SECTIONS 21
8'-9"
1 SECROT 18'
13 SECTIONS 21
7'
4 SECTIONS 21"
-
7'_3,
7'-6'
5 SECTIONS 18'
r-9•
4 SECTIONS IS'
I SECTION 21'
8'
3 SECTIONS /6'
2 SECTIONS 21'
LT-3"
2 SECTIONS 18"
3 SECTIONS 21
8'-6'
1 SECTION 18'
4 SECTIONS 21'
W-9'
5 SECTIONS 21"
-
9•
6 SECTIONS 18'
-
9-3"
S SECTIONS Is-
1 SECTION 21•
W-6"
4 SECTIONS le•
2 SECTIONS 21'
9'-9"
3 SECTIONS 78'
3 SECTIONS 21'
1W
2 SECTIONS 18"
4 SECTIONS 21
10'-3'
1 SECTION 18'
5 SECTIONS 21•
R
S
10'-6"
6 SECTIONS 21"
-
f0'-9"
6 SECTIONS 18"
I SECTION 21"
11
5 SECTIONS IS-
2 SECRM 21
11'-3'
4 SECTIONS te'
3 SECTIONS 21'
11 -8'
3 SECTIONS 18'
4 SECTIONS 21"
111-9"
2 SECIIDNS tti•
S SEC . 21'
-
12'
1 SECTIONS 18'
6 SWTIONS 21•
12--3-
7 SECTIONS 21-
-
12'-6.
6 SECTIONS 113'
2 SECTIONS 21•
IY-9'
S SECTIONS 16'3
SECTIONS 2Y
13'
4 SECTIONS la"
4 SECTIONS 21'
3 SECTIONS 18'
5 SECTIONS 21•
13'-G'
2 SECTIONS 18'
s SECTIONS It'
Ir-9'
1 SECTION Hr
7 SECTIONS 21"
14'
8 SECTIONS 21'
-
14'-Y
6 SECTIONS 18.
3 SECTIONS 21
SECTIONS 18'
4 SECTIONS 21
14'-9"
4 SECTIONS 18"
S SFLTOHS 21'
15'
3 $EO1pdS 111
B SECTIDNS 2T
15'-3'
2 SECTIONS 16"
7 SECTIONS 21
15,-V
1 SECTION le-
B SMM45 21'
15-9-
0 SECTIONS 21'
-
16'
6 SECTIONS IF
4 SECTIONS 21
L7-7/D- X 3-1/8- X .DID' • 1
STEEL PLATE - L_
WITH (4) 114 X 3/4' SOS
CENTER STILE
OUTSIDE 16
- END 5 HANDLE
�(fS,STILE
OPTIONAL DOOR 1
TO BE INSTALL
ANY CENTER
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OPTIONAL VENTS - I .._ 03
((3) 5' WIDE AT 7' O.C.-MAY-- - _ OPTIONAL FLUSH FACE
OPN0. AREA NOT TO EXCEED 120 SO. IN. NAIL WOOD GRAIN DESIGN L A O
LOCK'B1R GUIDES
INSTALLED ON END STLLE
° Q W11}t (4) �14 X 5/8' SIRS
18f X .BIN I.ObI BAR.
aNGAGEs w TRACK
ON EACH SIDE OF DOOR
OUTSIDE KEYED LOCX CENIIIt STLSS
OPTIONAL LOCH BAR LO
�I
ALTERNATE TOCKWG SHOWN
-SPRING LOADED SLIDE BOLT '-
LOCKS SHOWN ABOVE IP - 8'�• TO 9'-10"
DOOR WIDTHS
L 10'-0' To 11,-10,
DOOR WIDTHS
DOOR WIDTIi _ _ O Z x
INSIDE ELEVATION D" DOORS INC. m °i 6
RAISED PANEL EMBOSSED DOOR Hum one Muster® Model 824/811
Max. Size 16'-2" X 16'-0• High t� —
With Window Lice Oplivn
' /14 X 3/4' SELF DRILLING SCREWS MAY BE USED -
W LIEU OF jI4 X 5/8' sus DESIGN PRESSURE RATING = + 36.0 PSF
o
THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT - 44.0 PSF
GENERA! NOTES e
I. THIS PRODUCT HAS BEEN DESIGNED AND TESTED' TO FLNCOMPLY WITH THE c o _ y
RUMEAIENFS OF THE FLORIDA B19LOW CODE (Fac) FIFTH EDITION (2014)' m � O
SCHEWAE A' wCLUOING HIGH VELACDY HUPACANE ZONE (HVHZ).
VZOR
TER STILLS CONFIGURATION 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, x iP
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
WAWS OF CENTER STIES DRESSING OR STUCCO. .
TO 9'-10• 2 Z ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL
To 11'-IO" _ 2A ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
To 13'-f0' 3- TO IS'-10' 4THESE OETNIS ARE NOT PAITf OF THIS APPRO/AL, TO IC-2' � S 5. A LOAD DURATION 04l21FASE 6 USED W D®GN OF ANCHORS ORp WOOD ONLY.
DODR TESTED W ACOOPMANCE WTIN THE 11 02EMENTS OF FLORIDA
I BWLOWG CODE, TAS-202, TAS-201 k M-203 FOR HVLR AND
®R pI W13
QMASTU E1886 E121./ASMDEHAHIJAD0.9. ..
F. ' PIDOUCTR£MBWFp I 14' TO 15-10" I �„T' 7g 92 rgAMilotj/0 0 4 `
DOOR VA071 muQa4 qb
_- Aorcptalol Ear,/
r ®r,3 ® 2�i5 By drawing no.
u IT- 12'-0• To 13'-To'_� Is-11• To 16•-z• 02-21
DOOR WIDTHS DOOR WIDTHS_ —
i
.055' X 2-1/4" X 3/4" X 2"
GALV. STEEL U.BAR REINFORCING TRUSS
0 BOTTOM OF PANEL TRUSS FASTENED TO
VERTICAL INTERMEDIATE STILES W/ TWO
j14 X 5/6" S.M.S. AND TO END STILE
g W/' FOUR 114 X 3/4" SELF ORILUNO S.
U �
N U -
K z
o Q _
INTERMEDIATE
OPTIONAL STOP MOULDING
RY DOOR INSTALLER
STEEL TRACK B%.I
ENED
TO WITH 11 14 X 5/8' SMS
5/16' X 1-CREW 8 PER HINGE
(DED) .
HEX WASHPE A 1/2- X 1-3/4" X .058' FORMED STEEL
OCKET GLUED TO PANEL AND SECURED TO
END STILE WITH (4) 3/16" POP RIVETS
SOUTHERN SE- , :4�.• 1-7/8" X 2-5/8" X _049' STEEL
• 'd F
ER STILE. OWED AND RIVETED
ANELW/ (4) 3/16' RIVETS
1- MIN. '
DIST. r1 14 X 5/8' SM.S. POP
. 1 I 4/ HINGE
1-3/16'
1.9'X2.19'X 3.3•x.090'
STEEL TRACK BRACKETS —
SEE SHEET 3 FOR SPACING
STEEL TRACK
14 GA X 2-1/8' X 1(STANDARD)
112 GA X 3-5/16' X 1-1/2' (OPTIONAL)
FASTENED TO TRACK PLATES
W/ ISLOTTED /L X 5/8' TRUSS 1D.
MS. 8 LOCK NUT
24 GA. STEEL PANEL
N
FLAPS BEM OVER PANEL,
O
Z
IS 0
1/2' PUNCHED HOLES
c
0 4'- O.C.
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gaa�
N
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19
1omg�
Qrile�SE p
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1
/Q� �
O
3/16' POP RIVE fS1 ;, .�
AT 4" O.C.
1
(6 FOR 21" STILES •
e0
(5 FOR 18" STILES
p
END SOLE •024' STL PANEL
+ uJ M
OUTSIDE OF
co z
8
lL' C3 in
c?
O z
93
SOLID BRASS DOOR VIEWER
0 N
3/4' BY 'SCHLAGE SECURITY HARDWARC
2' x 2-1/2' x STEEL
ENO SN.E, CONNECT TO PANELS Wf111 INSTALLED IN9% V MA. HOLES IN UtNTER''STILE
FLAPS AND (5) OR (6) 3/16' ALUM RIVETS. POSMONED AT EYE LEVEL
SEE DETAIL ABOVE ,
ANCHORS AT TRACK BRACKETo
EDGE T/R' DLt POWER —BOLT BY •POW RS'
OISTANCE ���111 I A) 2' MIN. EMBED U1TO CONCRETE (3000 PSI MIN.)
MIN. EDGE DISTANCE
o
N
R
d
2'
•.: • - --wit-J/i6 R" HI _ CIFM Ef • 7�•
•j„ ' B) 7-1/4" MIN. EMBED INTO CONCRETE OR FILLED
c
o
'z
1 b BLOCK
I 2-1/4' ON. EDGE DISTANCE INTO CONCRETE
M
e z
1 4" MIN. EDGE DISTANCE INTO FILLED BLOCK
CONCRETE Pe = 3000 PSI MIN.
c u
C-90 GROUT FRIED BLOCK Pm < 2000 PSI MIN,
a
a
3
TYPE A OR B
((ANCHOR
1 BRACKET
E
_ .SEER
HEFT 3 FOR BRACKET SPACING
7-1M/2V. Q I
INTERIOR 7—t/z' x .07r
`g N� �Li
END ROLLER HMCE
CENTER HINGE)
1.82' WL X .50' STEEL ROLLERS (STD.)
PUSHNUT
I.BY DN. X .50' NYLON ROLLERS (OPTIONAL)
LED ON ROLLER SHAFT
2.75' DN. X S0' STEEL ROLLERS (OPTIONAL)
- SECTION
B-B - 2.75' DW X .50' NYLON ROLLERS (OPTIONAL)
WITH 5' STEA75' STEM
N
0 2
drow•iing r�n.1o.
0Lg 1
sheet 2 of 5
'
2
POP RIVETS 5/16- X 1-5/8- LAG SCREWS INTO WOOD OR
2-3/4' X 5-1/2' X 3' X .104' 5/16- SLEEVE ANCHORS
H
I
-
{ GALV. STEEL WITH 1-1/4- EMBED INTO NAS(XaRY
I E5�C" VIDE3 PER BRACKET
ROLL W/
_
FASTENEDOP
(6B�71ON
14 GA GALV. STEEL ADJUSTABLE
SLIDE FASTENED TO BRACKET 2-1/2' X 4-1/4" X 13 GA STEEL PUBES
w/'5/16-18 X 3/4- M HEAD - WELDED TO 1-1/2"iX 1-1/2' X 14 GA ANGLE
M. SCREWS & NUTS. FASTENED TO TRACK _
- _ WITH (4) 1/4-20 SS. BOLT & NUTS lo
70P BRACKET - -
(STANDARD) Top BRACKET % - -
(t7PRONAL)./
' LOW HEA M DOOR _
HORIZONTAL REINFORCEMENT
1/2' % 1-3/4' X =5- FORIIE.D STEEL
CLUED 70 PANEL AND FASTENEDTO
_
VERTICAL STILES WAN 2- X 5-1 2 X
(2) 3/18' POP. RIVETS GALV.
STEEL
FASTENED W/ (4) 14 X 5 8" JA.S
TO7 FOR
- HORIZONTAL REINFORCEMENT LOW HEADROOM DOM OPTION
1/Y X 1-3/4" X .038" FORMED STEEL
GLUED TO PANEL AND FASTENED TO
- VERTICAL STILES WITH -
(2) 3/16• POP RIVETS
- 5/16' MEETING RIB
®�--=�PlJLSRC/STFEL ROLLELS
OlA X
/1b2' .50- —
® / w/ .44 DIA X 4-1/4' STEM 0
x
OPTIONAL INSULATIONS z x
'pypLeci
Bt PR00 If- IN pO
EPS-EXPANDED POLYSTYRENE
-
- DENSITY - 1.05 PCF o
--
-
- N.OA 011-0926.07 -
pR
50-25 POLY-ISOCYAFXIRATE
DENSITY = 2.0 PCF
N.OA,-Ott-0926.06 -
m
OR m
BY 'CELLOFOAIA NORTH AMER7CA'
DENSITY = 1.03 PCF -
-
ROJL o10-1729.04
OR
'I�r'
-
By -
/� DENSITY = 0.92 PCF m
o14-0311.08
\NDA
O 14 CA. GALV. STEEL
rER HINGES FASTENED
6) 1 14 X 5/8' SMS
m
-
MW..024' ROLL FORMED STEEL PANEL
DRAWING GUA M C-40
MIN. YIELD STRENGTH - 39 K51
_
-' WITH PRIMER AND BAKED -ON
'
POLYSTER PAINTED TOP COAT TRACK CONFlGURATION
- APPLIED 70 BOTH'SIDES OF STEEL
d
-
ry
12 GA GM.V. SIM
BOTTOM OBRACKET FA14 X ENALE5
OPTIONS
SECTION A -A
SEE SHEET 2 FOR LOCATION
OF REINFORCDIO TRUSSES _
HOR2. TRACK SUPPORT, I-1/2" X 1DOO X HEIGHTS
S UFT ANGLE
FOR DOOR HEIGHTS R WI 8 Ff.
CENTER SUPPORT REDD. ON ODORS YLi7X7Ui INSULATION OR WWDOWS,
EXSEEDING 8 FT. IN HEIGHT 2' X 2' X 1/8' HORIL ANGLE
II A -r- FOR DOOR HEIGHTS A80VE 8 FT. OR
II 1 DOORS WITH INSULATION .OR WINDOWS n
SPOT WELDED-70 HO10L TRACK O
WITH TWO WELDS AT 1-1/2' APART
A J •I FIRST AT 3' O.C., REST AT' 9' O.C. 19
CONNECTED TO FLAG BRACKET ANGLE
iOR2 TRACK LENGTH - OPENING HEIGHT PLUS 12' AND
TO SPRING
X 3/4' GUIOLT E NLTI m
- AND TO -20 X SHAFT GUIDE WITH
- (2) 7/4-20 X 5/8' DOLT & NIJf
C
n
�14 CA CALV. STEEL TRACK O ~ -
VERTICAL TRACK 0 & Q HO .N
2-1/8' X i' X .GBO`
SECTION A -A d m o. I
DOOR
-. SECTION HIE30
I _ _ —BRACKET: P(ACe-AEJTS _
HEGHT
.1ST
2N0
30
4TH
51H
B7
02
83
84
85
86
87
Be
6'-0"
-
18'
18`
IS'
18"
N/A
1' TO 2
11-3/4-
23-
34"
45'
56'
67"
-
6'-6"
21'
18"
13"
21'
N/A
1" TO 2'
11-3/4'
23"
34`
45'
56`
67'
-
7-O'
21"
21'
21'
21-
N/A
T' TO 2'
11-3/4'
23'
' 34'
45'
56`
_
67'
-
7'-6'
f8"
-si-
12'
18
IB'
1- TO 2'
11-3/4`
23'
34"
45-
56-
67-
78-1/4-
6'-0-
21"
18'
18'
18'
21'
1- TO 2'11-3/4"
23'
347
45"
56"
67-
78-1/4'
StCHUNS AKE NUMBERED STARTING AT THE BOTTOM
FOR DOORS MORE THAN 8 FT. }HIGH, USE ADDITIONAL TRACK BRACKETS AT 10- O.C.
1.9" X 219
4
S.090'
STEEL T2-3/16" HELM
CONNECTED TO TRACK WITH
0) 1/4- BOLTS & NUTS. Ri
Q
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u
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VERTICAL LIFT HIGH LIFE STANDARD
LIFE LOW HEADROOM
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,AVAILABLE. TRACK
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QPHONS
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SoS
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Pfelkl(7p�i
drawing no. -
I 02- 21
A
J .
1-1/27 IAM I asT. =
1 DIST. =
pG\E 1 m
SELF DRILLING �SCREVS
UR
3/16' STEEL RNEW
1/2" X REINFORCEMENT
FORMED STEEL
�8 X 1'
SELF DRILLING SCREWS
OR
f'
Lm
�•
\
IMP W
MULTIGIBP W/AT 43* DAD
//16"'RIVEX' STEEL. RNETS
� TFxjQj
\
REINFORCEMENT
MULTI ®I/ DOME HEAD
AT 48' O.C.
Q a
IIo
1/2• x fa/a• x .osB'
28Y 1/4' DIA LAG SCREWS 2�, 1/4' CA. LAG SCREWS
AT 6" FROM ENDS `AT
FORMED STEEL *
O
+
O
WOOD EW 1 B 1 6• FROM ENDS
i AND 15' O.C. MAX i AND IS' O.C. IMAx.
�,
~
'
WrSIRD? ADAPTER
ALUMINUM
WSTRIP ADAPTER
STEEL
O u < C
RUBBER YfSIRIPPING
- RUBBER IYSIRIPPWG
C
AIC-7I�4
.70D �0
2E4
340
W Zr
�'---1750--
I
1.
OPT10N 'A' �U1 OPTION •B'
W000_ BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.)
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT
TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN
WILL BE REQUYEED FOR DESIGN OF GARAGE DOOR ANCHORAGE.
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE
VERIFIED AND APPROVED BY THE BUILDING OFTICUIL UPON INSPECTION.
5/16' X 1-5/8-
LAG SCREWS
AT 12' D.C.
WOOD BUCK ONNE(MON TO MASONRY
L
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO
GROUTED RONFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH
1/4" ULTRACO,V BY 'ELCO' VNTH SPACING OF
12' O.C. INTO GROUT FILLED BLOCK WALL, MIN 2-1/4' MIN. EMBED
13. O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4• MIN. EMBED
2-1/2' MIN. EDGE DISTANCE 1-1/2'
1/4' TAPPET BY 'POWERS' WITH SPACING OF
II" O.C. INTO GROUT FILLED BLOCK WALL. WITH 1-1/2•EDM�OEMBm
13' O.O. INTO 3000 PSI CONCRETE, WITH 1-3 4' AAN� 1/16• X 2-
3' MIN. EDGE DISTANCE FILLET 1
3/8' CONFLEX BY 'ELCO' OR AT12' O.C.
3/8' LOT BY 'fIW' WITH SPACING OF
23' O.C. INTO 300D PSI CONCRETE, WITH 2-1/2" MIN. EMBED
3' MIN. EDGE DISTANCE CO 1ruJe AN . T er.K
3/8' HLC SLEEVE BY 'MITI' WITH SPACING OF TO WOOD BUCK
f0' H.L INTO GROUT FILLED BLOCK WALL, WITH 1-1 4' MIN. EMBED, 4" MIN. EDGE DIST.
IV O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. EMBED AND
2-1/2" A9N. EDGE DISTANCE
PREPARATION OF JAMBS BY OTHERS
FOR NEW COMMUCW14 ENGINEER OF RECORD OR ARCHITECT TO VERIFY
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED
BY DOOR SYSIEW.
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD, DOOR INSTALLATION MAY BE REVEWM AND APPROVED BY
BUILDING OFFICIAL UPON INSPECTION.
MAXIMUM EXTERIOR(+) LOAD PER JAMB = (16.16• X 62 PSF)/2 = 291 Lb. per FL
MAXIMUM INTERIOR(-) LOAD PER JAMS = (16.16' X 44 PSF)/2 = 355.5 Lbs per R.
STEEL STRUCTURE BY OTHERS - - -
MUST SUPPORT THE -LOADS IMPOSED
BY DOOR SYSTEM
\ [) 5/16FI' WASTiER OIA. 11 &
Wy WLTL Nui
rT 12' D.C. MAIL
ANCHOR
SPACING -.
ANCHORS
STRUCTURE
EMBED
SPACING
EDGE DIST
3 8 HLC SLEEVE BT HILTF
CONO.
1-1 4
R•
2"
3 CONFLE% BY 'EICO'
FILLED BLOCK.
1.
3-3 4
J DYNABOI.T BY
GONG.
1-12•
3 B PORER-BOLT FT
CONK.
Y
8'
2"
3 8 SLEEVE -ALL BY S1M1'SONS
CONCRETE Fc - 3000 PSI MIN.
C-90 GROUT FILLED BLOCK Pm a 2000 PSI MIN.
1-1/a' X 2-1/2' X 14 CA
—. CENT. STEEL ANGLE
1-t/z•
12 CA DAM STEEL
_
-
-FLAT DRACKETS t3' LONG
AT 12" O.C. IN DOOR P.G.O
2-t/8• X 1• x 74 CA,
GAL.. TRACK
AT 18' O.C. ABOVE DOOR OM.
STEEL
TRACK PLATES
FACONT.
ANGLE
(J T WELDS
�ST(EN�ED/TO
MD.
iFiS &
�ECIM
W/ T EACH SIDE
CONTINUOUS
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2015 1 02-21 1
DOOR PANEL
-
24 Gk (.024) STEEL WN
'
7/16' DU. WASHER
IS X 3/4' SUS
(
®
3/8' FROM ENDS
i
1
-III
L- i AlIII 7' D.C. MAX
t
j
-
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-3/8' FROM ENDS
IIII
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III
1 ;
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1j II
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175 X .062 DEEP
GROOVE
I I
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t 111
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8
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111
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® 3/a' 1 11 ENDS
AND 7' O.C. MAX.
IS X 3/4' SAS
® 3/8' FROM EF10
AND 4-1/2' O.C. MAX
7/16' CIA. WASHER
DOOR PANEL
R PANEL 24 GA. (.024) STEEL LAN.
GA. (.024) STEEL MPL
* PLASTIC COMPLIES WITH
CHAPTER 26 OF FBC
SEE EVIDENCE PAGE
se
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1NME ELEVATION
RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
WINDOW LTTES CAN BE IN ANY LOCATION IN DOOR SECTION
ro
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$
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X .062 DEEP
EXTERIOR
wooucraFxew� g
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AcaptaeolNo � $ I � 8
- �� drawing no.
02-21
John E. Scates, Professional Engineer
August 22, 2016
3121 Falrgate Dr.
Carrollton TX 75007
office (972) 492-9500 1 fax (972) 492-0077
Haas Door
Mark Schweitzer
920 Sycamore St.
Wauseon, OH 43567
Re: Evaluation for Pan and Sandwich series FL 17430
To Whom it May Concern:
At the request of Haas Door, I have reviewed the drawings and tests listed below. These tests
were conducted by Architectural Testing according to TAS 201/202/203-94 test procedures. The
pressures listed on the drawings are direct results of these tests or conservative engineering
rational analysis from the actual tests, except that no extrapolation of impact pressures were
used. I have concluded that the construction shown on these drawings comply with the structural
requirements of the 2010 and 5 h Edition (2014) Florida Building Code. I certify that I meet the
requirements of "independence" as detailed in Florida Statutes.
Testing included all aspects of the TAS'process, including:
1. Static pressure testing
2. Impact and cyclic testing
3. Meeting the deflection recovery requirements
4. Meeting the forced entry requirement
Additional testing was performed:
1. The galvanizing + paint coating was subjected to salt spray testing for 1000 hours
against a G90 control sample using ASTM B117-11 procedure with D714-02 and
D1654-08 as evaluation criterion. All paint coated samples were, equivalent or
superior to bare G90.
2. The foamed plastic core of the sandwich door products were tested for flame
spread and smoke developed (per ASTM E84). The results for the foam plastic
were less than the required targets of'75 FSI and 450 SDI.
3. The foamed plastic core of the sandwich door products were tested per ASTM
D1929 for self -ignition temperature. The result. was 870 F.
4. The steel and aluminum skins of the sandwich and pan doors were tensile tested
per ASTM E8/E8M-13.
I
WL-0600-0110-08-65-65HVHZ RevC
WL-0600-0194-08-48-52HVHZ RevC
WL-0600-0218-08-45-50HVHZ RevB
WL-2000-0110-08-65-74,HVHZ RevB
WL-2000-0194-08-48-52HVHZ RevB
WL-2000-0218-08-45-50HVHZ RevB
WL-5000-0110-08-65-74HVHZ RevB
WL-5000-0194-08-48-52HVHZ RevB
WL-5000-0218-08-45-50H,VHZ RevB
Evaluation for Pan and Sandwich series FL 17430
9'-2" wide, +65.0/-65.0 PSF, Model HT 60.0 Series
16'-2 Wide, +48.0/-52.0 PSF, Model HT 6.00 Series
18'-2" wide, +45.0/-50.0 PSF, Model HT 600 Series
9'-2" wide, +65.0/-73.5 PSF, Model'2000 Series
16'-2" wide, +48.0/-52.0 PSF, Model 2000 Series
18'-2" wide, +45.0/-50.0 PSF, Model 2000 Series
9'-2" wide, +65.0/-73.5 PSF, Model HT 5000 Series
16'-2" wide, +48.0/-52.0 PSF, Model HT 5000 Series
18'-2" wide, +45.0/-50.0 PSF, Model HT 5000 Series
Note: The drawing titles above are simply descriptive, and do not represent any limitation on
the sizes and pressures. Each drawing contains a table with the full sizes vs. psf ratings.
Test Reports h -
Test Reports
Steel Sandwich
Intertek/ATI E1289.01-550-
Intertek/ATI E1289.02-550-
Intertek/ATI E1289.03-550
Alum Sandwich
Intertek/ATI E1289.07-550-18
Intertek/ATI E1289.08-550-18
Intertek/ATI E1289.09-550-18
TAS 201/202/203-84 9'-2" wide x 8'-0" tall (4-sections)
TAS 201/202/203-84 16'-2" wide x 8'-0" tall-(4-sections)
TAS 201/202/203-84 18'-2" wide x 8'-0" tall (4-sections)
TAS 201/202/203-84 9'-2" wide x 8'-0" tall (4-sections)
TAS 201/202/263-84 16'-2" wide x 8'-0" tall (4-sections)
TAS 201/202/203-84 18'4" wide x 8'-0" tall (4-sections).
Steel Pan
Intertek/ATI E1289.04-550-18 TAS 201/202/203-84 9'-2" wide x 8'-01' tall (4-sections)
Intertek/ATI E1289.05-550-18 TAS 201/202/203784 16'4"wide x 8'-0" tall (4-sections)
Intertek/ATI E1289.06-55648' AS 201/202/203-84 .18'-2" wide x 8'-0" tall (4-sections)
@ 1701 Westfork Drive, Suite106, Lkhia Springs, GA .
Intertek/ATI-El289.10-106-18
Intertek/ATI E1289.11-106-18
Intertek/ATI E1289.1240648
Intertek/ATI E1289.13-106-18
Intertek/ATI E1289.14-106-18
@ 130 Derry Court, York, PA
Salt Spray D714.-/ D1654 / D117
Tensile Test ASTM E8-E8M-13
Tensile Test ASTM`E8-E8M-13
Tensile Test ASTM E8-E8M-13
Tensile Test ASTM E8-E8M-13
2 _.
Evaluation for Pan and Sandwich series FL 17430
QAI Laboratories # RJ3298-1 ASTM E84-14 X3 Flame -spread and Smoke -Developed
OAI Laboratories # RJ3298-2 ASTM D1929-13 Ignition Temperature of Plastics
@ 8385 White Oak Ave, Rancho Cucamonga', CA
All testing was performed in 2014 or 2015.
All test reports were signed/sealed by a Florida P.E.
Calculations
The tested jamb attachment was confirmed via calculations.
The Lag screws that secure the door to the wall (2x6 SYP wood) were checked against the
tested quantities. The calculated lag quantity (and track bracket quantity) did not exceed the
tested quantity.
The fasteners to attach the 2x6 to the building were computed. For attachment to a concrete
wall, the Tapcon+ fasteners limits were computed according to ACI 318-08 (and -11) appendix D
using data from ICC ES 'ESR-3699. For attachment of the 2x6 to a wood wall, ANSI/AF&PA NDS-05
(and-2012)'was used for lag screw computations into SYP and SPF wood substrates. Results were
tabulated on Sheet 3 of each.drawing.
Installation
Anchorage Requirements:
The door drawings include means to attach the doors to the building*structure as detailed
on Sheet 3 of each drawing using an added 2x6 to the face of the garage wall. The species
of the 2x6 wood must be Southern (Yellow) Pine, specific gravity of 0.55.
f drywall or other non structural material is
The direct mounting of door track on top o
outside of the scope of this wind load evaluation.
This Evaluation Report does not address design of the wall/jambs themselves. These
attachment drawings only illustrate common means to attach the 2x6 jambs to the wall.
Walls should be designed (by others) to withstand the loads imposed by door onto the
building.
3
1
11
11
Evaluation for Pan and Sandwich series FL 17430
I
Model , D esclription .,
In each family of doors, the weakest or'thihnest skin product was tested to prove the
entire family line. Thus, all of these door model variations are approved for each family of
the drawings: 11
F
The HT 600, HT 700 HT�900 HT 2000 HT 800 family are steel polyurethane sandwich doors
These variations are included in this approval:
1-3/8" overall thickness :�, 610, 612, 614, 616, 623, 633, 660 (tested); 661, 663, 664,
670, 671, 672, 673, 674, 680, 681, 682, 690
1-3/8" overall thickness: 920, 921, 922, 930, 931, 932, 940, 941, 942, 950, 951, 952
w/ 5/8" thick overlays attached'.
1-3/4" overall thickness: ' 710, 712, 714, 716 732, 733, 760, 761, 763, 764,
I 770, 771, 772, 773, 774, 780, 781, 782, 790
I L
2" overall thickness:. 1 2010, 2012, 201.4, 2016,•2032, 2033, 2060, 2061, 2063, .2064,
2070; 2071, 2072; 2073; 2074, 2080, 2081, 2082, 2090
3" overall thickness: 810, 812, 814, 816 832, 833,160, 861, 863; 864,
870, 871, 872, 873, 874, 880, 881, 882, 890
These are all steel sandwich doors with polyurethane core. The minimum thickness of the
steel skins is 26 gauge among these models.
nvc.� uxcu un 4110 UICIVV111 J CHU I11CIU ea rn inis a rovai:
1-3/8" overall Thickness: 5610, 5612, 5614, 5616, 5670, 5680 (tested)
1-3/4" overall thickness: 3710, 5712, 5714, 5,716, 5770, 5780
2" overall thickness: 5,210, 5212, 5214, 5216, 5270, 5280
3" overall thickness: 5810, 5812, 5814, 58161 5870, 5880
These are sandwich doors withlaluminum skins, filled with polyurethane core. The minimum
thickness of the skins is 24 gauge among these models.
These variations are included in this approval:
24 gauge: C2410, R2410, C2411, C2415, C2460, R2460, C2461, R2461,
C2471, R2471, C2472, 112472,
C2480 (tested), R2 I80, C2481, R2481, C2482, R2482
20 gauge: C2011, C2015
These steel pan doors have a minimum thickness of the skins of 24 gauge.
H
,t .
Evaluation for Pan and Sandwich series FL 17430
Limitations
The drawings cited above are an explicit part of this evaluation report. The text of this
report does not attempt to address all design details, but relies upon the illustrations and
text of these drawings and instructions as well.
Each door should be chosen based on the "psf" requirement determined for a specific
installation or locale.
The maximum door width approved with this report is 18'-2".
The maximum door height approved with this report is 16' nominal.
The maximum door section height is 24" tall.
These doors are not available with glazing.
Door width may not exceed the tested door width. However, doors narrower than tested
width are allowed, but carry the same psf as the tested product and, use the same
construction per section. Doors taller than, the tested height are allowed up to 16' tall,
provided that no door section is taller than the tested 24" section height.
The horizontal track may .be reinforced with an angle as needed to support the door
weight. The construction of the horizontal track, including the track thickness, is
determined by Haas Door and does not affect this windload evaluation.
The rated pressures may not be achieved unless the door is held closed during the wind
event. Both tracks must be engaged with a lock, or alternately an electric operator
attached to the door prior to the wind event.
These doors have been evaluated for use in the Florida High Velocity Hurricane Zone
(HVHZ).
Digitally signed by John E. Scates, P.E.
Date: 2016.08.22.09:25:59-05'00'
John E. Scates, P.E.
FL PE #51737
5
a CeNa� r�11 f1//
No. W737
STATE OF
�i0 ••.AllOR1QP°p���`
s oan;1�WN
--7
1 I 2 3 r 4- --� 5 6
7 8
!
BEY 131�� BLS
file. rmrF, n
, Maldmum Door Width 16-2• ' A iMvs - amu
- 4
i F
}
- r- TOP BfatJCet y� kOT=: lrnck ron`iguration ooave -.- C .•r---'r8416
the coot opening does at effect
DETAIL AILA(sheet2W3) A the ;rind load rating of the door. j
gFiZ
DOUBLE STEEL END STILE
I - " --- - --------- _-- _ - I 16 Ga Galvanized Steel '
•
-- _-�
• i Flag Bradcet
• R ,- -- Detail H (sheet 2 of 3)
-_-_ R
- ---�- f"1 •-��-�=_i - -- }
�
- ---
t
Door Height -- - � - I - _�.---'�.-----
- I
' 1• 8'_ __ i Jam• ' l��-
-.0° Shown j R --- -- --- ° , 54y 78Z +/-3° Jamb Bracket
See chart !-------r«: _-----t._ 3. I t. \--
1 t
below for other , - •t �-�-"F I -
Detail
door height �___ I 4. F (sheet 2 of 3)
I
! I B 2:4, 3, L "
-- -- -- `=- - I I t
i
-Bottom Bracket Erfrl Hi Strut 8 StrutAttactYllerd Digitally signed by John E. Scates, RE
'
j
Intermediate Hinge A --Slide Lock Sham Detail G or Date: 2016.08.17 22:0020-05'00'
- Detail C. (sheet 2 of 3) Detail B (sheet 2 of 3) Detail E(sheet 2 of 3 I -
Detail D (sheet 2 of 3) 4" +/_ 3• _ Lock gam petail J (sheet 2 of 3)
This nos been tested
iC
product per BS202-g4 rot static a.r pressure. lamb brcckef quantities shown cre far use v;itn g•ade 2 or better southern
This croduct nos been tested per TPS201/203-94 for icrge missile imocct pino jambs
end cyaTc w;rd pressure.. _
Supporting s1r�ctu,n! element designs are to be the respbnsiS;Gt of the ��` �pENa�••
Model Number Y profassiona! '-� : d ••
----� a` record for the building or structure for the bads !fisted a •�
i
en'lhis drotring.
io82 tosEwEsl Total -'Jamb ' ,•N0.51T37
�jTo(al#ofSWLs Swt =
M808260SERIESM 708270 SERIES. M_728212 SERIES Door; No. r
- M 8082 BO SERIES M 6182 61 SERIES Hi 7182775EPoESIM 1482 KSE.: I Heightk of g /� NOTICE:
Configuration! ;
Se�ns� SidB yl These drav:inys ore o •Jt :
•* ;M 6182 et SERIES M_6382 635EIi1FS Hf7282 72 SERIES HT 1682 765EPoES�
[M8282 ---�- i �ti
a2sEPoES M 6482_64$ERES;Hr 7382_73SEmEs'M8282 32SERIESI ; 6'-U' 3 3 suppiemenl to We installation OF •
$ 'q •• $iA� `
•�
ms[ruct;ons'or a standard i
M s08290SERIES M600SERIES ;Kr 748274SERIES M_338233SERIES' i 6'-(r •4 4 1 b /p •• /• 5 door crd only covers those / O'
IDooi Wid�fJesi n Pressures End Center Cella Cells f ///'C� �OR�04'"
.
Cents Impact 6'_3• 4 4 5-I proccaares that very from O\2`
�Up To- + SUle3-• StEes Hinges Sloes Hi es St las i H es SIEesn Re gs,ard 6 5° '1 4 4 , 61 standard door installation. ;f /// sBJONA�•�\\
e'-3•tmua-1r 48.0 _ _ ,52.0 Double 3 1_ �� ,'/l Y� !--i - 1 these speciric wocecures ore
! 8'-� { 4 I 4 S� 8 I not to!lor:ed. :ha acor moY �✓/�jrr(��<< ta-0•r•v1rn 48.D
B
$2.0 DoublW i 4 i 2 T'-0• -6-'',, not per!or:n as designed.
�/ YES t 4 4
'tza13-11
'
- SHEET
48.0 -52.0 Double ' - 5 2 / / /mac
ta-0Ieu7s 48.0 -52.0 Doube 6 3 30F3
1 1 T-3 I 4 4 1 6 1 •lohn E Scaies, P.E.
/` / YES I
ita-0.0m,tca 48.0 -52.0 Double 7 3 / / / ! YES f ! .T-8'"' S 5 =7� _ Ca�olFn,giezcte �w75007
_:
r-r 48.0 �2.0 Double �/� 3 1 �/ / /- / i y T_g.-" 4 Florida P.E. # 51737
tss 48.0 $20 Double '� 5 2 % / YES T_g 5,57Professional Engineer xai prbvidea oriy twtsr
48.0 -52.0 Double / /7 3 / / /// Y ,B._�„4 4 IMPACI'RESISTANC var:'icatbn of t:'ind food corstrcction detoiis.
rr 48.0 $2.0 Double / �� 3 1 /YES 7�a+n 48.0 $20uSj 8'-0" 5 5 7 nis
4"4
poduct: has been evaiac:ed fer use in
seCion is z4 - FL #77430.2the
1F.{eYimum neight :n: .. HiyF. Velocity Nurriccne Zo^e (M'itZ').
s-r 46.0 $20 Double i i / 7 3-1t•
A44'
48.0 $2.0 Double / / titax.acor hciahi rs to tt.tIPTIOf�• . 16'2"fII'b00.70Q 2000, 800@9005FnIFs
46.D $2.Q DOUble Alt tlaars. even :^ese above the (esiec hie are
f/ u
445IIVIIZWILDLOADSECI'bNAL000R ovailaDle P:iih jamb brackets er commarcioi (uii
7tr-a 48.0 $2.D Double 7
3 YFS ong!c. the quantity and eimens;o,^.et bcation of • ,;.ass .. DESIGN PRESSURE �JHW-52o P5F
ini3 proCuct is ovai!able m narrower sizes faith tha some PSF end censt ucted os shown. the jamb brackets/[racy, ,;x";a �'
clips and the ;ernb - 311AW EU VL NOW&W-MITYU151M. IQ3 65Y, C
This product fs designed and so;C by pSF. 1'he AHJ or Engineer cf Record is responsible fer aeterm.;ning Inn mounting shun stave s6cultl tie ma:ntcined. tattcary •RNiEtIM 12/Itl4 iaMWEIttt NIVS
PSF
(
raquircd inr any g}ven sire. vCW4"W4_ NODEL(Z SceShce13
I
0
2
ADJUSTABLE 70 FtXTURE
iL GC
F 9 ° o
NUT 7/ i 5"
' i I See DETAIL. K for ouch
i 1J I nut place�.ent
j r �
\ a TEK SCREW
Hecd y. 3/4" Hex 4perr
Head Seif Drilung (4 per
BrcckeT)
DETAIL A
�E
D
DETAIL C
TEK SCREW
1/4" X 3/4" Hex Washer Head 23n
Se;f Drilling 13 Par Bcttom & 4
2 per Adiastob'e lnner Bottom /
BOTTOM BRACKET
13 G. Gahron'zcd Steel
ADJUSTABLE INNER.
OTTOV,, BRACKET
PUSH NUT 7/16"
See DETAII K for pusn
nut ptccement.
BOTTOM e-E&
a
PUSH NUT
7/ 16"
See DUAII, K for push nu:
placement.
d fj TEK SCREW
J !/4" X .1/4- Hcx w.shc Hea;
n Self P,N;;ng (2 per Bracket)
f LOW HEADROOM TOP
BRACKET
LOW HEADROOM
TOP BRACKET
INTERMED!ATE HINCE
18 or 14 Go Calvanized
steel
- TEK SCREW
1/4" Y. 3/4" Hex
1Vosher Head Serf
Drilling 14 per Hinge)
0TE: The location of
ie intermediate hinges
is ind"sated by the
DETAIL D toggle lock dimples of
I top of each section.
!
o fI
li io e e
i COMMERCIAL HEAVY DUTY CO3i6SERClAL HEAVY DUTY
For Standard, High & For Low headroom With
Vertical Lift With 3 Track 3" TrccK and Double
and Double End Stiles End Stiles
ALTERNATE BOTTOM BRACKETS
N*-E: The - tom .racket tesatl (.nosh Ln MA'.. G) is ne lgnte_sl
JJ pr<c.ct wa0abc.
BI
SLIDE L
Sides a,
apopo�!
h
h
I
LOCK B
ll
SLIDE
'� i i II
'
I
t
Enaae
frock
Dodo &- 'I
\7
door
TEK :
1/4"
Head
DETAIL G
Slide
'Jamb Lccd Jr b Lood = ./- 390 ices/!t toll t
Vt . 1 At[n.
I
ECLT & ';1AS ER VERLCAL 1RACY. - 2" N minol �
5/16" Y 1 5/8" Log FOR & 2" G.O. x 7/16' 13 Ga G-!•ranized Steel te Ied. WOOD JAVB
u Fict '.'I.- r " N—L— IS Cro :s also The ve.^:k:cl Hood omD
A NOTE_ Jemb bra°kef mast be Ln d7ecl contact 1
epprcvetl os cn ailc•noie. fesreners oe c°urter sur. e.•:tE the 'Ix6 (No Cryn'o9 o:�ezM}. may
to pro Title a nct mcurt;ng
NOTE: A 5/E" qu*-dal , 'lot has^.cr (net cce. See iomD attachment
prov:ced; a required for _e rrounl. eeto;;s on coca( 3 for aucch,g
CCe,"e'im o o Icmps to Ire structure.
s
DETAIL B
DETAIL E
—
DETAIL J
Allerrate Loci( ConligurcS:m
END HINGE
14 Ga Galvanized Stec!
TEK SCREW
1/4" X 3/4" Hex Woaser
Head Self Drif ling (4 per
Hinge)
PUSH NUT 7/!6"
See DETAIL. Y for push
-nut placement
3 1/2" x 5" E STRUT
18 Go 70 KSI E'lntrnem
7
Calvanized Steel
/- JA'v:B BRACKET
1
I
12 Go GcWcn;zed
i—J
i
Steel
32.BOLT
I! a
:
t
1/4— & NUT
1/4-20 X Sf8"
TEK SCREW
Carriage Bolt &
1-14" Y. 3/4" Hex Washer
1/4-20 Hex Washer
Head Scif Cri:t:r.g (2 per
:dot (1 per Jamb
End & (rtermeniate Stiles)
DETAIL F Brccket)
ElevenBall �Ny:on or Ten
Boll Steel with a Minimum
14/orkcbla S loft Length
Shown.
i L
1/4" --
DETAIL K
There should be a
space c£ 'f4" between
the ro;!er nuo and the
Outside edge of the
roller holder which is
Set by Ire push rut.
NOTE: Deta:Is on some vietfs omitted
BRACKET for clarity.
Double era stiles and end
horde ore may be required on
under or heavier doors.
80LT
b/16 X 1 5/8" -og Bait
(4 per Flog Bracket).
LT & NUT
1-20 X 5/3" Trcck Bolt
1/4-20 Hex Woshar Nut
for Horizontol & 2 for
:;col hock)
John E Scctes, P.E.
3121 Fairgate Driva
IMPACT RESISTANT Carrol:ton, Texas 75007
F!.,Ida P.E. # 51737
FL#174302 Protc sioncl Engineer seal provided only for
v rl!icatio.n of wind loud constructlon details.
IB r t[r 600. 700, 20 W. SOD S9U0 SERIES
tMiZ WIND LOADSELTIONAL DOOR
DESIGN PRESSURE + -52.0 PSF
7nC.— 1WI[a>st IVI114 'DRAWIIlT. MVS
.cm,tHms liMODEL(S): SceShcet3
M
u
— I 5 6
jPASTTO ERCONTWUE '--1
(—.—I-o i s S • j
I ! a
2 X 6 GRADE 2 OR BETTER SOUTHERN
PINE JAMBS. I j
V SEE CHART FOR WOOD JAMB ATTACHMENT
TO BUfLDING STRUCTURE o j
of o:
E OPENING ^r1
HEIGHT 1117
of u
MAXIMUM ON
j CENTERSPACING
WOOD JAMB ATTACHMENT
Ba9dltig
Stnxbee
l mw—
FaslelrerTYPe-.�Pe &
Mht— Mif - timk—
Elp 1 d Iro sw �a
AW..bk
T�
Min 2500 PSI to
4000 PSI Cenoels
Tiparu+((PUJS) I
114• w/ 1' OO mstler i 2'
_—_�.1,
2S0' 15.00' 24'
551
Solihem P m
1 1� OD-w � I 1S0'
1-W 1-W 24"
620
Spruce Pine Fir
1 V6' OD 9trrsher 1 1.50'
1S0_j-1.50'--24•-
482-
. _--.----NOTE: -NOTE: 2X6 moaoted to 0}e wall must be Soalhem Plne Grade 2 or better.
•Ti FIRST FASTENER I to -I j
-i-ABOVETHEFLOOR 1
I • i i s l o l
i
O I OPENING
WIDTH
1j' TH'CK - HT 600 sE4'.hS _
li'2- TMCK - 7 f00 $EttES
2' !KCK - MC 7000 E-UESSERIS
' 'HACK - H' E00 SERIES
I
•� 26 GA MOT. N . T, G4C 005 CR CS
C STEFt. SK7i }WV -C TdP
PANTTOED. SW.CD-oN PU.YESIE(t ay
PANT TOP CCA'. 1
MIN. `IE.D: 25 KSI C
I
I
—26 GA M. INTERIOR CS S vi SKI\
I %-H C40 Net. GA'_VAN!ZFD, EAKED-0\ !
POLYESTER PAN. 70F COAT. f
ti MIN. YIE_0: 35 KSI a1.
B _ TDNGLE AgD G.4CGfE JO:1T. d VI ;
FIRE A01 %J!
1tS1AT: T�pLW<E:YAtC FC
LT;CN ..
�r
7
A SECTION A -A 4SEeTwNS 5SrCT1DR3 6SECTIONS Y
STRUT CONFIGURATION
MODEL NUMBERS
MODEL NUMBERS AVAILABLE
HIT_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_
r HT_72 & 2° 72 SERIES
HT 73 & 2 73 SERIES
HT_74 & 2_74 SERIES _
HT 80 & 2 80 SERIES
i HT_81 &2 81 SERIES
j HT 82 & 2 82 SERIES
_— HT 90 & 2 90 SERIES
HT 900 SERIES
I
/
'0a01111�11l/�j�����/�/
? No.51737
�'O ; 5TATEOf ;�
/0.tL •... OR10P•
/��l NIONAti`
Jchr.E Scc te.., P.E.
AVACT RESISTANT
3121 airgote Drive
C—otton. TcxcS 75007
F'lor:da P r, e 51737
FL#17430.2
Preessiono; Engineer seal orov:dee only for
Yer:CcCtion Of V;;nd 1000 constrccc:on detoil&
l e =•-� OESCll ON:
(y��'��b�`".
INPfR fib. 700.?000. 60049005FJtIES
HVHZ WIND LOAD SECt10KAL DOOR
Iwo
Dtla6 DESIGN PREss44W-SZOM Z
'A 9MI180Ip: R7.ra011131800M 1 WIp 3 OF 31 M. C
.�,
�
IaATEalltf: 1=14 10M"OC MVS
1 cwo-M4
1M00Et(S): SecS4eet3