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MIAMI-RADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208
AFFAIRS(PERA) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.iniaini(lgde.gov/Dern/
DAB Door Company,Inc.
12195 NW 98th 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 PERA-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. PERA
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: 91-4"Wide x 16'High Steel Sectional Garage Do /Window Lite Option
APPROVAL DOCUMENT: Drawing No.01-09,titled"Sectional a or",dated 02/01/2001.,with
last revision F dated 10/13/2011,sheets 1 through 5 of 5,prepared by Al- Corporation,signed and
sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product of 'on stamp with the
Notice of Acceptance number and expiration date by the Miami-Dade C et Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistan
LABELING: A permanent label with the manufacturer's name or logo,in ufacturi" add ss,model
number,the positive and negative design pressure rating, indicate impact rated if appl a ation
instruction drawing reference number,approval number(NOA),the applicable test standar , and e
statement reading`Miami-Dade County Product Control Approved' is to be located on the ack,
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
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 of NOA.
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 userthe manufacturer or its
distributors and shall be available for inspection at the job site at the req of the Building Official.
This NOA revises NOA#11-0119.21 and consists of this page 1 anvi e pages E-1 and E-2,as well as
approval document mentioned above. 9
The submitted documentation was reviewed by Carlos M.Ute �P . �s
CP
NOA No. 12-0110.06
MIAbtt•DAOEC01 C� 8tion Date:August 9,2016
!� royal Date:March 1,2012
0��2
A-7
0 Z Page i
DAB Door Cornyany,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 01-09,titled"Sectional Garage Door", dated 02/01/2001,with last
revision F dated 10/13/2011, sheets 1 through 5 of 5,.prepared by Al-Farooq
Corporation,signed and sealed by Javad Ahmad, P.E.
B. TESTS "Submitted under NDA#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 NOA #09-0128.04"
2. Test report of Tensile Test per ASTM E 8,Report No. HETI 084182,prepared by
Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by
Candido F.Font,P.E.
"Submitted under NOA#03-0210.04"
3. 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.
C. CALCULATIONS "Submitted under NOA #09-0128.04"
1. Anchor verification calculations prepared by AI-Farooq Corporation, complying with
F.B.0 2007, dated 12/19/08, signed and sealed by Humayoun Farooq,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Permitting'.Environment, and Regulatory Affairs (PERA)
*07,P117,.017+
C rlos fd.Iftrera,P.E.
Product Control Examiner
NOA No.12-0110.06
Expiration Date: August 9,2016
Approval Date: March 1,2012
E-1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 08-0305.02,issued to SABIC Innovative Plastics,for their
Lexan Sheet Products,approved on 04/24/2008 and expiring on 07/17/2013.
2. Notice of Acceptance No. 07-1016.07,issued to Insulfoam, LLC,for their
Insulfoam Expanded Polystyrene Insulation,approved on 11/29%2007 and expiring on
11/29/2012.
3. Notice of Acceptance No. 07-1107.08,issued to Dyplast Products, LLC, for their
Expanded Polystyrene Block Type Insulation, approved on 04/26/2007 and expiring
on 08/27/2008.
4. Notice of Acceptance No. 07-0301.10,issued to Dyplast Products, LLC, for their
Dyplast ISO-Cl Polyisocyanurate Insulation, approved on 06/07/2007 and expiring on
01/11/2012.
"Submitted under NOA # 05-0228.02"
5. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per
ASTM G155 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.
6. 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. Ghia,P.E.
7. 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
1. Statement letter of code conformance to 2010 FBC and no financial interest, issued by
Al-Farooq Corporation, dated 10/26/2011, signed and sealed by Javad Ahmad,P.E.
a2/zi/2o1�
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 12-0110.06
Expiration Date:August 9,RI.6
Approval Date: March 1,2012
E-2
TOP FIXTURE 5-1/2"X 2-3/4"X 0.1"
STEEL PLATE WITH ONE 5/16-18 MS W/NUT 4w m
FASTENED TO END STILE WITH to DOOR VIEWER 0
7-1/2•X 3°X .071"GALV. STEEL ° (6) #14 X 3/4"SELF DRILLING SCREWS TO BE INSTALLED AT
END ROLLER HINGE CENTER STILE Z n 0
W/(8) # 14 X 5/B°SMS °° CENTER STILE o co
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LOCK ` I xNL9N
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1"W X .15"THK. LATCH
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SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) -— — _ Of
FASTENED W/(4) # 14 X 1/2"S.M.S.' — 0
/B"MIN. LOCK ENGAGEMENT CONFORMS TO O M
BC 1012 REGARDING GARAGE DOORS I 0 Q
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% I 19 _t
DOOR HEIGHT CONSISTS OF m 1 4 y 01 O 1
e'-e' 2 SECTIONS 18'2 SECTIONS 21' .158 DIA. GALV.AIRCRAFT TYJR
6'-8' 1 SECTION 18° 3 SECTIONS 21` CABLE& NICO-PRESS SLEEOPTIONAL VENC' L y A O O 3
W/MIN. 5 TO 1 SAFETY FACTO Z
7' 4 SECTIONS 21'- (3) 5°WIDE AT 7"O.C. MAX. OPTIONAL FLUSH FACE U 0
7_3• _ _ m OPENING AREA NOT TO EXCEED WOOD GRAIN DESIGN W
120 SQ. IN. COLONIAL DESIGN U) Obi
7'-6' 5 SECTIONS 18'-7'-9' 4 SECTIONS 18"1 SECTION 21' 6'X 3"X 0.1"STEEL PLATE ® T MAX. DOOR WIDTH O _
8' 3 SECTIONS 18"2 SECTIONS 21' WITH (2) #14 X 5/8'SMS m O
W-3" 2 SECTIONS 18'3 SECTIONS 21'
e-e' 1 SECTION 18° 4 SECTIONS 21'
W-9" 5 SECTIONS 21•- BRACKET BRACKET INSIDE ELEVATION
9' a sEcnolTs 16'- STD. LIFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR
9'-3' 5 SECTIONS 18"1 SECTION 21" DOOR OPTION s
4 SECTIONS 18"2 SECTIONS 21" 8
8
9'-9" 3 SECTIONS 18'3 SECTIONS 21" 7-7/8"X 3-1/8"X.010" n
10' 2 SECTIONS 18"4 SECTIONS 21" STEEL PLATE
10'-3" 1 SECTION 1B" 6 SECTIONS 21" CENTER STILE WITH (4) #14 X 3/4"SDS DAB DOOR MODEL 824
1O'-e" 8 SECTIONS 21"- c
OUTSIDE MAX. SIZE 9'-4" WIDE X 16'-0 HIGH v ,
10'-9" 8 SECTIONS 16'1 SECTION 21" HANDLE m
11' 5 SECTIONS 18'2 SECTIONS 21' END STILE
ll'-3" 4 SECTIONS 18°3 SECTIONS 21• DESIGN PRESSURE RATING + 50 0 P,.SF,
11'-6' 3 SECTIONS 18'4 SECTIONS 21' - 60.0=PSF� '-�'
I7'-9" 2 SECTIONS 18'5 SECTIONS 21' K BAR GUIDES12' 1 SECTIONS 18'8 SECTIONS 21' OILN.S.TALLED ON END STILE12'-3' 7SECTIONS 21'- WITH 412'-6° 5 SECTIONS 18'2 SEcnONS 21' () x/14 X 5/B" SMS THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT '`ci12'-9' S SECTIONS 18'J SECTIONS 21' 6W LOCK BAR13' 4 SECTIONS 18'4 SECTIONS 21' GES IN TRACK GENERAL NOTES
13'-3" 3 SECTIONS 18'5 SECTIONS 21' ON EACH SIDE OF DOOR 'q
13'-8' 2 SECTIONS 18'6 SECTIONS 21' 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE EO9a,�;y�,o
13'-9" 1 SECTION ie" 7 SECTIONS 21' OUTSIDE KEYED LOCK REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING AMMO. PRODUCI'4EY19E0 n
HIGH VELOCITY HURRICANE ZONE. Gb4L... r com$yhM with the Fl4ride q iv
14' 8 SECTIONS 21"- LOCK BAR LOCKING SHOWN 'I'E N 70592. Edldin Code
14'-3' 6 SECTIONS 18"3 SECTIONS 21" ALTERNATE TO LOCKS SHOWN ABOVE 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. 'A'N'''3538 AooePt Nwbo Zj11�OG '
14'-6' 5 SECTIONS 18"4 SECTIONS 21' ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL 56 8
14'-9" 4 SECTIONS 18"5 SECTIONS 21" DRESSING OR STUCCO. { o `u
15'53' 2 SECTIONS 18'7 SECTIONS 21'6 SECTIONS 21".3 SECTIONS.183. ALL BOLTS,NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. I
'�O` 'o My Pmt�d drawll��15'-9' 9 SECTION521" 4 THESE DETAILS ARE NOTCHORING OR INPART O 'MISSAPORVEAL THAN THOSE SHOWN INV O� 4 O I—O9
18' a SECTIONS 18"4 SECTIONS 21-15. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
sheet � of 5
24 GA. STEEL PANELu o
0
3/16"ALUM RIVETS 1
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FLAPS BENT OVER PANEL I Q
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1/2"PUNCHED HOLES
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OUTSIDE OF DOD C 0.Q O
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STEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWER
TO WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE'
5/16- D
THREADED)T
SCREW INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE
ONE PER BRACKET POSITIONED AT EYE LEVEL END STILE 0 co
O
ANCTIORS: o M
OPTIONAL STOP MOULDING 4j M
FOR CONNECTION OF WOOD BUCK BY DOOR INSTALLER A).3/B"DLA.POWER-BOLT BY'POWERS_' w >
2"MIN. EMBED INTO CONCRETE C9
Q
TO MASONRY SEE NOTE ON SHEET 4 1-7/8"MIN. EDGE DISTANCE U F a
X14 X 5/8"SMS
8 PER HINGE 3(4"X 2"X 2-1/2"X 18 GA.STEEL Z F"'
ND STILE, CONNECT TO PANELS WITH B) T/B"DIA.HLC SLEEVE BY'HILTI' —co W m
SOUTHERN PINE .. 1/2"X 1-3/4"X.059"FORMED STEEL FLAPS AND 3/16"ALUM RIVETS 1-1/4"MIN. EMBED INTO CONCRETE OR FILLED BLOCK J 1n O)C3 1
0.55 S.G. GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE 1-5/8"MIN. EDGE DISTANCE INTO CONCRETE of O O 3 of m
" EUG DST:! END STILE WITH 3/16"POP_RIVETS 0 12"O.C. 4"MIN. EDGE DISTANCE INTO FILLED BLOCK F O Z C7 uR
P ' U 2 n
1-7/8"X 2-5/8°X.045"STEEL CONCRETE f'c a 3000 PSI MIN.
° CENTER STILE,GLUED AND RIVETED EDGE DISTANCE C-90 GROUT FILLED BLOCK Pm - 2000 PSI MIN.
I TO PANEL W/(4)3/16"RIVETS ^_
1 1/2" MIN. I POP RIVETS p.? ,., q�.
' 1 4/4HINGE 5/8'
"S.M.S. p•. :°e": 17-3/181
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1.9"X 2.19°% X .1ANCHOR TYPE A OR B 0
BRACKETS
(1 PER BRACKET
SEE SHEET 3 FOR SPACING pp55
STEEL TRACKK BRACKETS WE SHEET 3 FOR BRACKET SPACING C
I 7XV 1/4-20 SS BOLT& NUT7-1/2"X .050"GALV.STEEL 2-1/8"X 1"X .078" CENTER HINGE 7-1/2"X GALV. STEEL TRACK SECTION B-B END ROLLE
FASTENED TO TRACK PLATES 7/16"PUSHNUT 1.82" DIA. % .50"
W/ 1/4-20 X 5/8"TRUSS HD. INSTALLED ON ROLLER SHAFT NYLON/STEEL ROLLERS J }
$SLOTTED M.S. & LOCK NUT W/.44 DIA. X 4-1/4" STEM r1gl:JAVM.Al11�7 tD., PRmucr YBVISED q
INTERIOR SIDE Oml FIA.PE 70592 rc0m0yk4Wdhtlu F§mfft q
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CAN. 3538 KK,Od1Accrpbr
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B o
r PraAidgmnSil drawing no.
01-09
shoot 2 of 5
/POP RIVETS
5/18"% 1-5/8"LAG SCREWS INTO WOOD OR HORI'L.TRACK SUPPORT, SPOT%WELDED O HORIZ.TRACK
y I I HORIZ.ANGLE
2-3/4"%5-1/2"X 3°X.104" 5/16"SLEEVE ANCHORS CENTER SUPPORT REOD. ON DOORS
GALV. STEEL WITH TWO WELDS AT 1-1/2"APART 4%
TOP ROLLER BRACKET(DOUBLE)
WITH 1-1/4"EMBED INTO MASONRY EXflEEING 8 Fr. IN HEIGHT�_ FIRST AT 3"O.C. o
FASTENED W / 3 PER BRACKET
_ /(6)A tM1 X 5 8°S.M.S. _ _ �� A�-, REST AT 9"O.C.
CONNECTED TO FLAG BRACKET ANGLE Z n
090 THK.GALY.STEEL ADJUSTABLE W/3/8-18 X 3/4°BOLT do NUT 0 m
SLIDE FASTENED TO BRACKET 2-1/2"X 4-1/4"X 13 GA. STEEL PLATES AND TO SPRING SHAFT GUIDE WITH W
W/5/16-18 X J/4"HEX HEAD - - WELDED TO 1-1/2" % 1-1/2"% 14 GA.ANGLE -- A -� (2) 1/4-20% 5/8'BOLT d:NUT H
M. SCREWS h NUTS. FASTENED TO TRACK �QQ7 N
WITH (4) i/4-20 SS. BOLT&NUTS -- HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" O
HORIZONTAL REINFORCEMENT 0�"j •t
• 1/2"X 1-3/4"X.059"FORMED STEEL 14 GA.GALV. STEEL TRACK 2-1/8v X 1-X ..080ERTICAL " V O
N m CLUED TO PANEL AND FASTENED TO SECTION A-A 0'0 Q
m= VERTICAL STILES WITH � 1� / x
d (2)3/16"POP RIVETS 2"X 5-1/2"X.104• O a.^o aagpp
m 7d FASTENED%^&14%5/8'STEEL.S.
LER 0DKET FOR
LOW HEADROOM DOOR OPTION
HORIZONTAL REINFORCEMENTDOOR • SECTION HEIGHTS BRACKET PLACEMENTS .J i J
1/2"X K .059"FORMED STEEL HEIGHT 1ST 2ND 3RD 4TH 5TH BI B2 B3 94 B5 86 B7 B8 f
GLUED
TOO PANEL
L AND FASTENED TO
VERTICAL STILES WITH 8'-0" 18" 18" 18" 18"N/A 1" 11-J 4" 23" 34" 45" 56" 67" O
(2) 3/18"POP RNETS 6'-8" 21"18"M21';'N/A 1" 11-3/4" 23" 34" 45" 56" 87" -
-5/16"MEETING RIB 7'-0" 21"21 21"21"N/A 1" 11-3/4" 23" 34" 45" 56° 87" -
7'-8° 1B"18 18"18" 18" 1 11-3/4" 23" 34" 45° 56° 67" 78-1/4"
8'-0" 21 18 18"18" 21" 1" 11-3/4" 23" 34" 45" 56" 67" 78-1/4" Of 00
1.82"DIA. X .50"ROLLERS = —SECTIONS ARE NUMBERED STARTING AT THE BOTTOM O r,�j
W/ .44 DIA, % 4-1/4"STEM x FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. O Oj M1
ZT0 ¢�
OPTIONAL INSULATIONS: a o
BY'DYPI AST pgODD.TS 1.9"%2.19"X 3.3"X.090" U= <
POLYSTYRENE TRACK BRACKETS CO Z 1-Z `uY
EPS-EXPANDED POLYS
RENE - Z m
a DENSITY- 1.05 PCF ^m 2-3/16"HIGH J aD W
CONNECTED TO TRACKN.O.A.X07-1107.08 WITH
O OR 1/4° Q
N o
BOLTS&NUTS.
°p - 0
POLY-ISOCYANURATE U 0 .
DENSITY 2.0 PCF O Z
a N.O.A, #07-0301.10 � to
RY BY L 'n m g..
DENSITY-0.92 PCF m _ O N 2
N.O.A. #07-1016.07 _
m O
M
14 GA. GALV. STEEL m
ROLLER HINGESFASTENED cvI> E_!Cy
W/(4)#14 X 5/8"SMS m m 3$
In 15
MIN. 024"ROLL FORME STEEL PANEL D A
DRAWING QUALITY C-40
MIN.YIELD STRENGTH =34 KSI $
WITH PRIMER AND BAKED-ON -TRACK CONFIGURATION
POLYSTER PAINTED TOP COAT
• APPLIED TO BOTH SIDES OF STEEL
as
O0.
Lei 0 yry'c8 n
w VERTICAL LIFT y S�
- HIGH LIFT STANDARD LIFT LOW HEADROOM `
DOUBLE TRACK
12 GA.GALY.STEEL EIIBI:JAVAD A�il}IAD PRODUCT REVISED
BOTTOM BRACKET FASTENSCM111
L m ear*yft with rhe Flonme i 33
W/(4) X14 X 5/8"SMS CA.N.'3538'. Budding No 12 )/6 06160
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.OTTOM ALUMAPIATE 1 I, drawing nfo.
WITH 1/B"X 1"S.M.S. ®4B"O.C. 01-09
SECTION A-A AND RUBBER WEATHERSTRIPPING
sheet 3 of 5
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W 00
ANCHOR SPACING 00 M
ANCHORS STRUCTURE EMBED SPACING EDGE DIST. p t7
3 B HLC SLEEVE BY'HILT CONC. 1-1 4 B° 1-5 8 W
J B"HLC SLEEVE BY'HILT[" FILLED BLOCK-111 4" e" (w.7
5/18"X 1-5/8° 3/B"DYNABOLT BY ITW' CONC. 1-1 2 B" U
IAO SCREWS STEEL STRUCTURE BY OTHERS 3/8"DYNABOLT BY'ITW FILLED BLOCK 1-1 2 8" 3-#34"
Z V)e
AT 12"O.C. MUST SUPPORT THE LOADS IMPOSED 3 B POWER-BOLT BY POWERS CONC. 2" B" 1- —.0 w
BY DOOR SYSTEM 3 B SLEEVE-ALL 13Y SIMPSONS CONC. 1-1 2 8' rn p I
CONCRETE Pc- 3000 PSI MIN. Of
O O 3
5/18"DIA. BOLTS 0-90 GROUT FILLED BLOCK I'm=2000 PSI MIN. F O Z
••o°, ° . ' rrYlITIi WASHER k NUT W C)
WOOD FRAME BUILDINGS u• � - I AT 12"D.C. MAX. EDGE DIST. to
N m��
SND WALLS AM DOOR OPENING(NOT BY DAB DOORS)
SHALL BE FRAMED SOLID BY NOT LESS THAN
(3)2X8 PRESSURE TREATED GRADE 2 SYP OR BETTER
WOOD STUDS. 1" O
STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM.
ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE 1 1-I/4°%2-1/2'X 14 GA
SUPPORTING STRUCTURE. 1-1/2" 1-1/2" COF11'.STEEL ATiGLE 1-1/2"
WOOD BUCK CONNECTION TO MASONRY �—12 GA.GALV. STEEL rc$8
TRACK SHALL BE SECURED WITH CONT. STEEL ANGLE TO PRESSURE "LAT BRACKETS f3"LONG
TREATED 2X8 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO AT 12"O.C. IN DOOR OPNG.
c
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH AT 18"O.C.ABOVE DOOR OPNO. a'�
CONNECTED TO CONT.ANGLE 6
1/4"ULTRACON BY'ELCO'WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDE 2-1./0"X 1"X 14 CA. m 23
20"O.C. INTO BLOCK WALL,WRH 2-1/4"MIN. EMBED GALVV.STEEL TRACK
18"O.C. INTO 3000 PSI CONCRETE.WITH 1-3/4°MIN. EMBED FASTENED TO TRACK PLATES
2-1/2'MIN.EDGE DISTANCE W/(2) 1/4-20X5/8"TRUSS HD.
SLOTTED M.S.&LOCK NUT
1/4"TAPPER BY'POWERS'WITH SPACING OF
14°O,C• INTO BLOCK WALL,WITH 1-1/2-MIN. EMBED
18"O,C, INTO 3D00 PSI CONCRETE,WITH 1-3/4"MIN.EMBED
3'MIN. EDGE DISTANCE
ALTERNATE TRACK INSTALLATION m a w LL
3/B°CONFLEX BY'ELCO' OR 0
3/B'LDT BY'ITW'WITH SPACING OF
24"O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2'MIN. EMBED
2"MIN.EDGE DISTANCEQ
�FA9l:,NvA4:AH Pscompb with Me o`
J/B"HLC SLEEVE BY'HILTI'WITH SPACING OF 'CNIL• mbotnply4ig with the Fladdi i
17 O.C. INTO BLOCK WALL,WITH 1-1/4"MIN. EMBED,4"MIN. EDGE DIST, FIA.PE 70592 BWIdi%Ca& c I
1B"O.C.INTO 3000 PSI CONCRETE,WRIT t-1/4"MIN. EMBED AND ,C.A.N.Iy578 Aoteppnee No all
t7(o 3
2-1/2"MIN. EDGE DISTANCE EgiIN p)b $
WITH FOUR N 55 BARS EXTENDNGOCK WALL CELLS SHALL EINTO OFOOTING DUT FILLED DINTO TIEBEAMSTHE
CED
W1 N� L M Pf0'�cw^� drawing no.
ALL BARS S LL BE CONTINUOUS FROM TIE BEAMS TO DOTING. 01-09
PREPARATION OF JAMBS BY OTHERS
sheet 4 of 5
• .500 �-M-.250 � � �
*PLASTIC COMPLIES WITH
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24 GA. (.024)STEEL MIN. GLAZING BITE 01-09
WINDOW WIDTH
sheet 5 of 5
- r{
e= These Tables Are For GARAGE DOORS IN
One and Two Family DwellingS
Garage Doors Installed In Buildings with a
Mean Roof Height of 30' or Less Located in Exposures B,C or D
Table R301.2(4)
COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE [PSF]
7160 EXPOSURE B 9'x 7' Door =+26.7 -30.2
: 7160 EXPOSURE B 16'x 7' Door =+25.6 -28.5
;17160>rXPOSURE C 9'x�'Door = +32. 4.x,.36 6 0 story and max 15'
❑f60 EXPOSURE C 16'X 7'Door =+31.0 -34.5 mean roof height)
11160 EXPOSURE C 9'x 7' Door =+37.4 -42.3 (2 story and max 30' .
❑160 EXPOSURE C 16'X 7' Door _+35.9 -39.9 mean roof•height)
7160 EXPOSURE D 9'x 7'Door=+39.3 -44.4 (1 story and max 15'
❑160 EXPOSURE D 16'x 7'Door=+37.7 -41.2 mean roof height)
7160 EXPOSURE D 9'x 7' Door=+44.3 -50.2 (2 story and max 30'
171160 EXPOSURE D 16'x 7'Door=+42.5 -47.4 mean roof height)
7150 EXPOSURE B 9'x 7' Door =+22.8 -25.8
17150 EXPOSURE B 16'x 7' Door =+21.8 -24.3
17150 EXPOSURE C 9'x 7' Door=+27.6 -31.3 (1 story and max 15'
17150 EXPOSURE C 16'x 7'Door=+26.4 -29.5 mean roof height
M150 EXPOSURE C 9'x 7'Door=+32.0 -36.2 (2 story and max 30'
7150 EXPOSURE C 16'x 7' Door-+30.6 -34.1 mean roof height)
17150 EXPOSURE D 9'x 7' Door =+33.6 -38.0 (1 story and max 15'
17150 EXPOSURE D 16'x'7' Door =+32.1 -35.8 mean roof height)
17150 EXPOSURE D 9'x 7' Door =+37.9 -42.9 (2 story and max 30'
17150 EXPOSURE D 16'x 7' Door =+36.2 -40.4 mean roof height)
Notes:
■ Secure existing bucks per the Product Approval or Design Professional
Instructions prior to installing the door. Have product-approvals
available at the time of inspection.
■ Glazing in Garage doors must comply with R301.2.1.2 (Glazing must
be impact resistant or shuttered)
Miami Dade N.O.A or Florida Product Approval#