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MIAM• MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/ec000my
DAB Door Company,Inc.
12195 NW 98t'Avenue
HiI leap 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).
Tliis 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 up to 914"Wide w/
Window Lite Option(DP+50.0,-60.0 PSIS
APPROVAL DOCUMENT:Drawing No.01-09,titled"Sectional Garage Door",sheets l through 5 of 5,
dated 02/01/2001,with last revision J dated 03/09/2015,prepared by-Al-Farooq Corporation,signed and
sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control revision stamp with the
Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section.
NIISSILE IMPACT DATING:Large and Small Missile Impact Resistant
�ABELING:A permanent label with the manufacturer's name or logo,manufacturing address,model
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 hack,
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
an 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 revises NOA#14-0814.04 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.15-0317.02
MtAMCOUNTY Expiration Date: August 9,2016
�� Approval Date:June 11,2015
Page 1
E
I
DAB Door Company,Inc.
j NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
i
A. DRAWINGS
1. Drawing No. 01-09,titled"Sectional Garage Door",sheets 1 through 5 of 5,dated
02/01/2001,with last revision 3 dated 03/09/2015',prepared by Al-Farooq Corporation,
signed and sealed by J'avad Ahmad,P.E.
B. TES'T'S "Submitted under NOA#09-0128.04"
1. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201-94
3)Cyclic Wind Pressure Loading per FBC,TAS 203-94
4)Forced Entry Test,per FBC 24113.2.1,TAS 202-94
along with marked-up drawings and installation diagram of a DAB 824 24 GA
Sectional Garage Door with Fixed Windows,prepared by Hurricane Engineering&
Testing,Inc,Test Reports No.HETI-08-2149A/B,dated 06/27/2008,signed and
sealed by Candido F.Font,P.E.
"Submitted under.NDA #09-0128.04"
2. Test report of Tensile Test per ASTM E 8,Report No. HETI 08-T182,prepared by
Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by
Candido F. Pont,P.E.
"Submitted under NOA#01-0516.03"
3. Test report of large missile impact test per PA 201 and cyclic wind pressure test per
PA 203 on"Sectional Residential Garage Door",prepared by Hurricane Engineering
&Testing,Inc.,Report No.HETI 01-974A,dated 01/29/2001,signed and sealed by
Hector M.Medina,P.E.
4. Test report of Uniform Static Air Pressure Test per PA 202 and Force Entry
Resistance Test on"Sectional Residential Garage Door",prepared by Hurricane
Engineering&Testing,Inc.,Report No.HETI 01-969,dated 01/18/2001,signed and
sealed by Hector M.Medina,P.E.
5. Test report on Salt Spray(Corrosion) Test per ASTM B 117 of a painted G-40 steel
panels,prepared by Celotex Corporation,Test Report No.258592,dated 08/17/1998,
signed by W.A.Jackson,P.E.
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.15-0317.02
Expiration Date:August 9,2016
Approval Date:June 11,2015
E-1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS "Submitted under NOA 014-0814.04"
1. Anchor verification calculations prepared by Al-Farooq Corporation,dated 09/22/2014 and
07/24/2014,signed and sealed by Javad Ahmad,P.E.
"Submifted under NOA#09-0128.0411
2. 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.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No, 13-0717.01,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 Insulfbam,LLC,for their
Insulfbarn Expanded Polystyrene Insulation,approved on 08/14/2014 and expiring on
11129/2017.
3. Notice of Acceptance No. 11-0926.07,issued to Dyplast Products,LLC,for their Expanded
Polystyrene Block Type Insulation,approved on 11/10/2011 and expiring on 01/11/2017.
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 Cellofbarn North America Inc,for their
Expanded Polystyrene Block Insulation,approved on 02/24/2011 and expiring on 02/24/2016.
"Submitted under NOA#05-0228.02
6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per
ASTM GI 5 5 of"PVC Extrusion Material",prepared by Hurricane Engineering&
Testing,Inc.,Report No.HETI 04-A002,dated 09/27/2004,signed and sealed by Rafael E.
Droz-Seda,P.E.
7. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material",prepared by
Hurricane Engineering k Testing Inc.,Report No.HE,TI 04-T251,dated 11/29/2004 signed
and sealed by I.Ghia,P.E.
8. Test Report on Self-Ignition Temperature Test,Rate of Bum 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#14-0814.04"
1. Statement letter of code conformance to the 5"edition(2014)FBC and of no financial interest
issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E.
Carl M.
02 �p
Product Control Examiner
NOA No. 15-0317.02
Expiration Date:August 9,2016
Approval Date.,June 11,2015
E-2
7-1/2'X 3"X .071"CALV. STEEL TOP FIXTURE 5-1/2'X 2-3/4'X 0,1'
END ROLLER HINGE _ STEEL PLATE WITH ONE 6/16-18 MS W/NUT
—.WJ-(6)_ji4 X SJ8'SUS FASTENED TO END STILE WITH OPTIONAL ODOR VIEWER EY 0
WITHour okmv SLEEVE-(STD: -- ----�'" (6)j74 X 3J4'SELF DRILLING SCREWS TO BE INSTALLED AT i
WITH DEIRON SLEEVE{OPTIONAI.� r i '� CENTER STILE z i
CENTER STILE ------
A
ACL
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r O0 t
1' r. A _ 05,
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GAIT/, x 2-1/4"x.071
s O T/,STEEL CENTER HINGE
W/(4)A74 x s!e•stas '-- yyg77
WITH DELRON SLEEVE(OPTIONAL) a r� 8 'E o « Q W iss
Zo NO
LOCK Z,�
\ 2/DOOR '=- I-� m S-
f I TI N 1
c t O Z I
rr ~-1"W X .15"THK. LATCH
1 STANDARD LOCK
1 SPRING LOADED SLIDE BOLT(80TH SIDES) �e�.*�—=•�'a-'�'� '_' -...-"- I Of
�. FASTENED w/(4) 114 x //2"S.M.S. —_= ---_ _ _ {0 0
- 5/8'MIN,LOCK ENGAGEMENT '� 1 �. 7 i 0 M
CONFORMS 70 SECTION 1048 REGARDING GATING!`ODORS Ld M I''
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ODOR NEC CON$tSTS OF -m- ``� ~•� t Q N f
6'-6' 2 SECTIONS 18',2 SECTIONS 21' 158 DIA.GAIN.NRCRAFT TYPE i'' l i'! Z K n
BLE&NtCO-P ESS SLEEVE-r• r
1 SECTION 18' 3 SECTIONS 21' �A R �t i '"� OPTIONAL VENT I- A O a 3 N
W/MIN. 5 IW
t SAFETY FACTOR r rr 1 1= p Z
7' 4 SECTIONS 21'- t r� (3)5•WIDE AT 7"O.C. MAX. OPTIONAL FLUSH FACE U
q_3• _ _ OPENING AREA NOT TO EXCEED WOOD GRAIN DESIGN
7'-6' 5 SECTIONS t8'- 6'X3 X0.1' ' r I 720 SO. IN. COLONIAL DESIGN V)
" T rt r DO
T-9' {SECTIONS 10. 7 SECTION 21' STEEL PLATE- 1 r/7-7/8-
1 r a N 4
V 3 SECTIONS III Z SECTIONS 21' WITH(2) 114 X 5J8"SMS `t) ar MAX. DOOR WIDTHS'-3• 2 SECTIONS 70'3 SECTIONS_21' 9-48'-6' 1 SECTION 18• 4 SECTIONS21' l~W-9' 5 SECTONS21'- BRACKETBRACKET INSIDE ELEVATION9' 6 SECTIONS'W- STO. LIFT DOW HEADROOM RAISED PANEL EMBOSSED DOORS_ SECTIONS 181 sECIKN zi' OOR OPTION9' 8 4 SECTIONS 18'2 SECTIONS 2i9'-9• 3 SECTIONS 16.3 SECTIONS 21' 3-1/8"X.010"IV 2 SECTIONS 16'4 SECTIONS 21' EINCc$
CENTER STILE DAB DODOS . o
10'-3• 1 s£CnoN 1e' S sEDnons z1• WITH(a) 174 X 3/a'SDS HUrricono Mastor�Model 7324/811 ' R
10'-6• 6 SECTIONS 21'- c
OUTSIDE Mos. Size 9'^4" X 16'-0" High u
6 SECTIONS 18'1 SEC110N 21' HANDLE TSIDE 114 X 3/4"SELF DRILLING SCREWS MAY BE USED w
1t' 5 SECTIONS le•2 SECTIONS 21' ENO STILE M LIEU OF 114 X 5/8'SMS With Window Lite Option m z
11'-3' {SECTIONS te'J SECTIONS 2i• ---"" i�
IV-6, 3 SECTIONS 18'4 SECTIONS 2t• [THIS PRODUCT IS RATED FOR LARGE MISSLLE lMPACT DESIGN PRESSURE RATING = + 50.0 PS
f
it'-9' 2 SECTIONS f8'S SECTIONS 21' - � _ T in r
t2' 7 SECTIONS 18'8 SEGTKlNS 21• " LOCK BAR GUIDES - BD.D PSF m ^.
1 t2l 1 SECnON$21'- INSTALLED ON END STILE
WITH (4)j14 X 5/B'SMS s s s 8
12'-6' 6 SECTION$18'2 SECTION$21' " 9 GENERAL NOTES
12'-e' 5 SECTIONS 18'3 SECTIONS 2 AST X.BW LOCK BAR I. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
13' 4 SECTIONS IS"4 SECTIONS 21' ENGAGES IN TRACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC)FIFTH EDITION(2014)
13'-J' 3 SECTIONS 18'5 SECTION$21• ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ).
13'-G'— 2 5p':7 S 16'5 SECTIONS 21' E
I SECTION IS" 7 SECTIONS 21• OUTSIDE KEYED LOCK (OPTIONAL] 2. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. Enqr:JAVAD rWAUp fRBV=D ^y n
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL CML Y 11HIilrfdoLf/EI
14' a SECTIONS 21'- LOCK BAR LOCKING SHOWN DRESSING OR STUCCO. FLA.PE70592 g
C.A.N. 38 .
14'-3• 5 S.§ECTIONS 18'3 SECTIONS 21' ALTERNATE TO SPRING LOADED SLIDE BOLT 3. ALL BOLTS, NUTS AND WASHERS SNN.I 8E ZINC PLATED CARBON S1EEL. re pima, L)S o',
14'-6' S SECTIONS I18"S-4 SECTIONS 21• LOCKS SHOWN ABOVE l iso ,F
4 SECTIONS 18.5 SECTIONS 21 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
13' - 3 SECTIONS 18'6 SECTIONS 21' THESE DETAILS ARE NOT PART OF THIS APPROVAL
15'-3'_._2 SECTION&18•'1 SECTIONS 21' 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, A 015 By drowing no.
15'-8' t SECTION 18' 8 SECTIONS 27' DOOR TESTED IN ACCORDANCE WITH THE REOUIR£MENTS OF FLORIDA t^�1 r�
•5'-9' 9 SECTIONS 21'- BUILDING CODE,TAS-202,TAS-201 h TAS-203 FOR HVHZ-0 0 —O"9
-
18' 6 SECTIONS 18'4 SECTIONS 21' AS1M E1886-05/ASTM E1998-09, �����) sheet 1 or 0
24 GA. STEEL PANEL
3/16"ALUM RIVETS
FLAPS DENT OVER PANEL 1 I
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1/2"PUNCHED HOLES) 0 O td
-.024"SIL.PANEL O 4"O.C. '}Ih� d W MJ
OUTSIDE OF DDDR
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STEEL TRACK BRACKET FASTENED SOLID BRASS DDDR VIEWER
TO WOOD JOB
WITH SCREW BY 'SCH4AGE SECURITY HARDWARE'
INSTALLED IN 9/16'DIA. HOLES IN CENTER STILE END STILE
(FULLY THREADED) POSITIONED AT EYE LEVEL
ONE PER BRACKET
ANCHORS AT TgjsCK �ItACKST• C3 La
F
OPTIONAL STOP MOULDING
BY DOOR INSTALLER A) VB•Dl PaHEa-Dort DY'PDwc_aa' w >
FOR CONNECTION OF WOOD BUCK 2'MIN.EMBED INTO CONCRETE Q
TO MASONRY SEE NOTE ON SHEET 4 1-7/8"MIN. EDGE DISTANCE t7 Z e
114 X 5/e`SMS 3/4'X 2-X 2-1/2'X 18 G.A.STEEL z m
5 PER HINGE END SALE.CONNECT TO PANELS WITH B)./e•nra HrC SLEEVE SYHILn' 1p w
1/2"% 1-J/4'%.059'FORMED STEEL ALUM RIVETS1-1/4'MIN.EMBED INTO CONCRETE OR FILLED BLOCK I to m p 1
FLAPS+ixP)SEE DETAIL ABOVE 1-5/8"MIN. EDGE DISTANCE INTO CONCRETE r Z w Q N
SOUTHERN PINE CLUEO TO PANEL AND SECURED TO 0 0�L7 yr
0.55 S.G. EDG DIST END STILE WITH 3/16'POP RIVETS O 12"O.C. 4'MIN.EDGE DISTANCE INTO FILLED DLOCK.
4 CONCRETE I'c a 3000 PSI MIN. w
' e' 1-7/8'X 2-5/8'X 045'STEEL EDGE --tt CD
• CENTER STILE.GLUED AND RIVETED DISTANCE C-90 GROUT FiLtFA BLOCK t'm 2040 PS!MIN. [n <e4
i TO PANEL W/(4)3/16'R+PETS ( o .-
POP RIVETS
,�f/2.A `'' f
ji4 X 518"S.MS. • p•, e
4/HINGE
ANCHOR TYPE A OR B
1.9'X 2.19'X 3.3" X .102' (1) PER BRACKET c 3
STEEL TRACK BRACKETS SEE SHEET 3 FOR BRACKET SPACING
SEE SHEET 3 FOR SPACING -9 g g
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1/4-20 SS 8047 8 NUT q ao V n u 1$
7-1/2`X .071`GALY.STEEL .i O o o C
CENTER HINGE 7-I/2`X 3'% 071
END ROLLER HINGE I
7/16' PUSHNUT SECTION88INSTALLED ON ROLLER SHAFT F.�9r.JAYAp AH ADINTERIOR SIDE 1.82"DIA. X.50" STEEL ROFkApCm 70592STEEL TRACK1.82"DP-X.50'NYLON ROLLERCA.N.J5 14n 14 GA.X 2-1/8'X 1'(STANDARD) 2.75• DHA. X .50'STEEL ROLLERS (O $ Y o
t2 CA.X 3-5/16'X 1-1/2'(OPTIONAL) 2.75'DIA,X S0'NYLON ROLLERS(OPTIONAL,
FASTENED TO TRACK PLATES WITH 5'STEM
W/1/4-20 X 5/8'TRUSS HD. drowing no.
SLOTTED M.S.h LOCK NUT
AFAR 0 20 55 01-09
shes! 2 at 5
POP RIVETS 2 X 2 X 1/8'HORtZ.ANGLE re
" 'LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, SPOT WELDED TO HORIZ.TRACK2-3 4`X 5-t/2"X 3`X.104' S/t6"SLEEVE ANCHORS CENTER SUPPORT REDD.ON DOORS WITH TWO WEIRS AT 1-1/2'APARTGALV,-SiEEL_ VA714 1-1/4'EMBED INTO MASONRY E%SEEOING 8 FT. IN HEIGHT-.`_ FIRST AT 3'O.C._ TOP ROLLER BRACKET'OH-EACH-SIDE— , 3�ER BRACKET !1 A-*- REST AT 9'O.C.FA5TENE0 W/(6) 114%S/a'S.M.S. _ "—- ---- 7! ! { CONNECTED TO FLAG BRACKET N{Gtf090 INK. CAtV.STEEL ADJUSTABLE W/-3/8-I6_%3/4"BOLT k NUT
SLIDE FASTENED TO BRACKET 2-1 f2'X 4-1/4'X 13 GA STEEL PLATES ANp TO SPTENG SHAFT CUIQE-WITHW/5/16—ta X 3/4'HEX HEAD _ _ WELDED TO 1-1/2'X 1-1/2'X 14GA ANGLE - A.."_J (2) I/4-20 X 5/6"BOLT k HUTM.SCREWS h NUTS. FASTENED TOTRACX -TOP BRACKET WITH(4) 1/4-20 SS. BOLT do NUTS -- HORIZ.TRACK LENGTH OPENING HEIGHT PLUS 12"(STANDARD) -TOP BRACKETlOW HFADR(OM ONAOR 14 GA.CAIY.STEEL TRACK VERTICAL TRACK 2-1/a'x 1^x,oa0' SECTION A-AHORIZONTAL REINFORCEMENT1/2'X 1-3/4'X 059'FORMED STEEL 2`X 5-1/2`X 104'GLUED TO PANEL AND FASTENED TO GAIV.STEEL -VERTICAL STILES WITH FASTENED W [[ff''4 14 X 5 8'S.M.S.(2)3/i6'POP RNETS LEFT BRACKET FOR
LOWOHEADROOM DOOR OPTIONHORIZONTAL REINFORCEMENT DOORSECTION HEIGHTS BRACKET PLACEMENTS
1/2'X 1-3/4'X.059'FORMED STEEL HEIGHT 1ST 2ND 3RD 4TH 5TH 81 62 B3 B4 BS I 86 B7 BB
GLUED 79 PANEL AND FASTENED TO
VERTICAL STILES W1TH 6'-0" 18"18" T8"18"N A 1"TO 2"11-3/d` 23' 34'' 45" ( 56' 6T
y - / (2)3/16'POP RNETS 6'-6' 21"'18" 18"21"N/A 1'70 2"11-3/4' 23" 34' 45" 56 67"
rSf1fi"
MEETING RIB T-0" 21"121" 21"21"N/A 1"TO 2'11-3/4' 23' 34" 45' S6" fiT
T-6" 18'18" 18" 18" 18"1'TO 2"11-3/4' 23' 34" 45 56 6T 78-1/4"
5.82'DNA X.50'ROLLERS _J_ 18" 18" 21"'1"TO 2"111-3/4' 23' 34" 45' S6" 67' 78-1/4' °D
�. W/ .44 DOL X 4-1/4'STEM w --SECTIONS ARE NUMBERED STARTING AT THE BOTTOM o
_ FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. 6.1
(w ?
OPTIONAL INSULATIONS: =p Q
BY'Dr Asr�P _ PRODUCTs ily
EPS-EXPANDED POLYSTYRENE p$ m 1.9'X 2.19'X 3.3'X .090' Z 1=-In m
DENSITY- 1.05 PCF STEEL TRACK BRACKETS / w rQ
N.OA 11 T-0926.07 n 2-3/16'HIGH 171 C3 1
'�- OR m CONNECTED TO TRACK WITH ff
CT ISO-25 POLY-MOCYANURATE ) 1/4"BOLTS&NUTS. 0 0`�,8 W
ao= DENSITY= 2.0 PCF - _
_ Ill-0926.06 m W 00 n=
'"n ...•', BY-CELLOFDAAI NORTH AMERICA' % (� ED
DENSITY- 1.03 PCF
N.O.A./10-1129.04 -
OR
BY'1NSULFOAM LLQ' a /
DENSITY=0.92 PCF
N.O.A. 114-0311.08 rN
ry m �
4/ 14 GA CAIN.STEEL
ROLLER HINGES FASTENED m "�
W/(4) #14 X 5/6'SMS m �
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MIN. .024'ROLL FORMED STEEL.PANEL -
DRAWING QUALITY'G-40
MIN.YIELD STRENGTH-34 KSI TRACK GONEI6URATtON z z m
WITH PRIMER AND BAKEO-ON
POLYSTER PAINTED TOP COAT
APPLIED TO BOTH SIDS OF STEEL
c a
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�'d VERTICAL LIfT }tIGN_11Q STANDARD U LOW HEADROOM 0.„.,
f DOUBLE TRACK
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12 GA.LAW.STEEL AVAILABLETRACK OPTIONS q
BOTTOM BRACKET FASTENED Ert9JAVAD AHMAD
W/(a) 114 x 5/e'sMs r. ch1L pRQDtiCt auvzstut !q
s/ FLA.PE 1 70592 rNa�I�4�_plQi lyypgl�a 'V I a
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SEE SHEET 4 2U�5 Bt drrowting nn0.
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SECTION A-A sh0et 3 of 5l
REINFORCEMENT
_ 3 N. 1/2"X 1-3/4"X .058"
OADGEST_ j8% 1` FORMED STEEL M � o
Z 1-ij2"wN. SELF DRILLING SCREWS _ _.��._._._ _ _ —�r 18 X v o
ACE\GIST-� f•f- — ` V SELF DRILLING SCREWS j[
_( $ 1 3MLII.TIORP Wj PIT
AT 48*D.C. 0
\l AT ae'O.C. If MUL71'RIVER'"STEEL-RIVETS-
I/,-
TEEL PoVEFS- - - —
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AT 48'O . O.
RENFORCEMENT �
1/2'% I FWMEO STEEL
28Y Ij4"DIA.UG SCREWS i/P DIA.LAG SCREWS O
WOOD BU I •AT
6'FROM ENDS WOOD BU I �-AT 6'FROM ENDS Q: n
AND t9'O.C.MAX, AND i9"O.C.MAX. Q n.
W'STRiP ADAPTER V C M
ALUMINUM STSflLIP ADAPTER E 6
O
RUBBER W'STR(PPWG RUBBER W'STRiPPING ;
t ���
224 5[0.�;� ly�! .534 .700 .040 . Q 'E
�! ! 348
b--1.750 �---�
I.J90
BOTTOM SEAL OPTIONS
OPTION 'A' OPTION 'e' Of
{I`
WOOD BOCK C(jNNECTK)N TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SO-0.55 MIN.) I Q o
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT (C3 > n
TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDDLONAL CALCULATIONS/DESIGN
WILL BE REQUIRED FOR DESIGN OF RAGE DOOR ANCHORAGE. _ V' a
GA
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE _ ANCHOR SPAGfNG-
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHORS STRUCTURE •EMBED SPACING EDGE DIST_. 0 Z_F Ur
3/8-HLC SLEEVE 61'H _II CONC, I 1-1 4 0" 1-5 8 00 W
3 8HLC SLEEVE BY HILR FILLED BLOCK 1-1 4
3/8"DYNABOLT BY'RW' CONC. i-1 2 B" 2' O O 3 O n
I
.310
8 DYNABOLT BY RWr FN,ECT BLOCK i-I 2 _
5/16-X 1-5/8- STEEL STRUCTURE BY OTHERS 8" -I 4 0 O Z
/ Lq(,SCREW MUST SUPPORT THE LOADS IMPOSED 3 8 POWER-BOLT BY POWERS GONG. 2' 8'" t-1 8 _ W Q c
A t C O.C. BY DOOR SYSTEM 3 8 SLEEVE-ALL BY SIMPSONS4 CONC. I,1 2 8' 1-7 8 r
CONCRETE T'c -3000 PSI MIN. Q Q
5ft6"DUl BOLTS C-90 GROUT MALTED BLOCK I'm n 2000 PSI MIN. Q 2
WOOD BUCK CONNECTION TO MASONRY >' WITH WASHER& NUT if
AT 12"D.C.MAX. EDGE GISTil
PRESSURE TREATED 2X6 SYP WOOD JAMEIS WHICH SHALL BE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR GONG.COLUMN WITH 1
1 f4'ULTRACON BY'ELCO'WITH SPACING OF E Li"
76'O.C.INTO GROUr FILLED BLOCK WALL,WITH 2-1f4'MW.EMBED A.
16"O.C.INTO 3DOO PSI CONCRETE,WITH 1-3/4"MIN.EMBED to
2-1/2'MIN. EDGE DISTANCE FIT
,1-114'x 2-1/2'x 14 GA o1-ij2" T-if2' "-'. CONNTi STEEL 1/2' -if2"1/4'TAPPER BY'POWERS'MTN SPACING OF 4`O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1 2'MIN. EMBED t2 CA.GALV.STEEL -- `16"O.C.INTO 3000 PSI CGNCRETE,WITH 1-3f4"M EMBED 2-T 8'X T`X 14 GA.1/i6'X 2_} 2 FLAT BRACKETS f3'LONC 3'1.4N.EDGE DISTANCE j GAL ST£E!TRACKFILLET WELDS AT 12"D.C. IN DOOR OPNG. FASTENED TO TRACK PLATES
3/8"CONFLEX BY'ELCO'OR AT 12'O.C.MAX AT 18'O.C.ABOVE DOOR ORNG. W/(2) I/4-20X5/8'TRUSS H0.
3/B`Lpi BY'ITV!'WITH SPACING OF CONNECTED TO CONT.ANGLESLOTTED M.S.k LOCK OUT
24'O.C.INTO 3000 PSI CONCRETE,WITH 2-1f2'MIN.EMBED W/(J)SPOT W0.05 AT EACH SIDE in +
MI .EDGE DISTANCE
CONTINUOUS A GE TRACKTRACK
REVERSE TRACK CDLJF94UD Ie NG TRA K �1210
3/8'HUG SLEEVE BY'HILR'WITH SPACING OF8'O,C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/4'MIN.EMBED, 4'MIN. EDGE DIST.
- D.G.INTO 3000 ISI cavcRETE,WITH 1-1/4"MIN. EMBED AND 6L7�9IE TRACK INSTALLATION _
2-i/2"MW. EDGE DISTANCE
PREPARATION OF JAMRS_BY OTHERS En91:JAVAD AHMADCIVIL 4
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY - FU PE 0 70592 eso�7 a t
ADEQUAOOR CY OF STRUCTURE TO SUPPORT LOADS IMPOSED C.A.N.,3678By Cb'd► n
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
No 3l ., §
RECORD,DOOR INSTALLATION MNY BE REVIEWED AND APPROVED BY
----
BUILDING OFFICIAL UPON INSPECTION. *' 87 drrowling�Ano.� .
MAXIMUM EXTERIOR(f)LOAD PER JAMB = (9.33'x 50 PSF)/2 233.3 Lbs per Ft. WI , 01 U9
` _J
MAXIMUM INTERIOR(-)LOAD PER JAMB (9.33'X 60 PSF)12 - 279.9 Lbs per Ft. shee( 4^of 5
.500
PLASTIC COMPLIES WITH ci
ci
GOOR-PANEL-- CHAPTER 26 OF FBC
24 Gk (.024)STEEL AAIN. SEE EVIDENCE PAGE
z
1.765 1.725
7116-CIA.WASHER 1.144
#8 X 3/4-SMS 21 3/4- 0
0 318-FROM ENDS - .176-JtX1 Wig
rA') AND 7*O.C.MAX. Wm WIDTH 0
* EXTERIOR FRAM INTERIOR FRAME
RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION
(4) 18 X 3/4-SMS MAX
FROM ENDS _1
1-3/8
AND 6-1/2'D.C. MAX.
.175 X.062 DEEP
GROOVE
Of
0
0
ca
I .iii 1/4"POLYCARSONATE LEYAN w
Ery SASIC INNOVATIVE PLASTICS' _4 ED El
ROA#13-0717.01
U
111 z
2
-j (n cna I
0
z (If Of
4 ED ED M ED 0 0A
.6 a
r- oz
"OD ?]
0
1-76IJ
A
E
Ol D M'=l
75 X.1162 DEEP
GROOVE
him
(4)#8 X 3/4-SMS INSIDE ELEVATION 0c
kl .- / 0
G
-3/8'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
AN 6-1/2'D.C.W. WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
#8 X 3/4-SMS OC a
03/8'FROM ENDS .175 X .062 DEEP :t t2
CO) AND 4-1/2*D.C.MAX. GROOVE
18 x 3/4-SMS
AND 7"D.C.MAX.
2
CFAL
# 2 vdt dw f1mies
----------
----------
----------
7/iU-DIA.WASHER IT-__ ___7'� -____7 I--wig=
0 JP-FROM ENDS ----------
r
E.9,;DAVM AMMAD
DOOR PANEL
24 Gk EXTERIOR(.024)STEEL MIN. drowinno.
ODOR PANEL 15/16-MIN. Mlend Dt&Ptp&M CmNMI, g
24 GA. (.024)STEEL MIN. GLAZING BITE 01 WINDOW WIDTH -—09
1C.I..1 5=-f5