HomeMy WebLinkAboutprint 16x7 NOAADEPARTMENT OF Il81EGN9.A`lI'ORSY AND ECONOMIC RESOURCES (RER)
BOAII llD ANID CODE ADMINISTRATION IDdVASION
MIAMY-IDAIIDE COUN'I'T
P1[EOIDNC'➢' CONTROL SECTff ON
11805 SW 26 Street, Room208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
'V TRCE (OF A(C(CEIP7ANCE (NGA)
BAS Boor Company, ffneo
12195 1\\TW 981h Avenue
Hialep,h Gardens, FL 33010
0
scop-Eo
Thi's 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 -Da de County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiry Lion date stated below. The Miami -Dade County Product Control Section (In
Miami -Dade County) and/or the AHD (in. areas other than Miami -Dade County) reserve the right to have thi�� 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 o f
such product or material within their jurisdickion. RER reserves the right to revolve 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 Flon*da Building Code, including
the high Velocity Hunicane Zone.
]DESCRITITOP"To. Hurdeane Master@ Mode➢ 824/811 Sted Sectionni Garage Door 16ft=2in Wide with
Window Lfte Option (BI? +36.00 ==44e0 P91F)
APPROVAL DOCUMENIT.o Drawing No. 02-21, titled "24 GA. Roll Formed Steel Sectional Garage
Dow", dated 09/10/2002, with revision M dated 07/20/2020, sheets 1 through 5 of S,prepared by Al-Farooq
Corporation, signed and sealed by Jalal Farooq, 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.
Mff SSff LE D\/2ACT RATIN(r,.. a Lairge End Sma-B MR'ssfle �mpzct Resistant
-LABELffNGo A permanent label with the manufacturer's name or logo, manufacturing address, model/series
number, the positive and negative designpressure rating,inclicateimpactrated if applicable, installation
instruction drawing reference number, approval number (NOA), the applicable test standards, and the
statement reading `Mami Dade County Product Control Approved' is to be located on the door's side track,
bottom angle, or inner surface of a panel.
RENEVVAL of this NOA shaR be considered after a renewal application has been filed and There has been no change
in the applicable building code negatively affectingfihe p etTo rm a nc e of this product.
7jEM�! INATBBN of this NOA will occur after the expiration date or if the 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 anyproduct, for
sales, advertising or any other purposes shall automatically terniinate this NOA, Failure to comply with any section of
phis NOA shall be cause for term ina tion and removal of NSA.
ADVERTTSEM-ENT: The, NSA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If a11v tiortion of the NSA is disnlaved_ thin it cha 11 hP rinnp
in its entirety.
INSPECTRON: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available form'spection at the job site at the request of the Building Official.
This NOA revises NOA # 20-0107.06 and consists of this page 1 and eviderlce pages E-1, E-2, E-3 and E-4,
as well as approval document mentioned above.
The submitted documentation was reviews
d by Carlos M. Utrera,
f1`
Exp1raflon TDateo. Ju�y 21,2C25
AppirovaD D2te: December 03, 2Q20
Page I
I*
A.
�1
l�tOTdCC]E CIF ACCEPTANCE -VJMENCE SUBMITTED
EVEDENCE SIUBR4IT`d']Ed➢ UNDER PREVIOUS 1\\�nAls
DRAWffNGS 66.4'mbmittedunder R`I0,4 #B7-d018. 11299
1.
TES
7-=,*
3e
Drawing No. 02=21, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated
09/10/2 002, with last revision dated 03/09/2015, sheets 1 through 5 of 5, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
TS "Sn�bm1ieedunm'ezrr1YOA#118-0414.1899
Test Report on Uniform Static Air Pressure Test, Loading andForced Entry Test per FBC,
TAS 202-941, of "DAB 824 Sectional Residential Garage Door" prepared by Hurricane
Engineering &Testin9 Inc., Report No. HE7R-07-4200 datedO /02/9007 , signed and sealed
by Candido F. Font, P.E.
Test Report on Large Missile Impact Test per FBC, TAS 201-94 and Cyclic Wind Pressure
Test per FBC, TAS 203-94, of "DAB 824 Sectional Residential Garage Door", prepared by
Hurricane Eng'meamg & Testmg Inc., Report No. RETN=11=3204,, dated 0 1/20/20 11, signed
and sealed by Candido F. Font, P.E.
Test ][deport on Tensile Test perASTM E8-08 of"Sectional Residential Door (skin)', pmpared
by Hurricane Engineering & Testing Inc, Report No. HETff4 I =7Il00g dated 01/21/20117
signed and sealed by Candido F. Font, P.E.
66Wmb
we 1&fe d $$$GE6er JVOA tY 0 5 - 0268e 02 99
4.5 Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test, of "sectional
Residential Door with Windows", prepared by Hurricane Engineering & Testing Inc., Report
No.HET�03=1328 dated 07/15/2003., signed and sealed bYR fae-I, P.E.
Se Test Report on Uniform Static Air Pressure Test,of"Sectional Residential Door"' prepared by
Hurricane Engm'eering&TestingInc., Report No.HETI035]-Il329,dated07/IS/2003, signed
and sealed by Rafael E. Droz-Seda, P.E.
6, Test Report on Tensile Test per ASTM E-8 of "Sectional Residential Door (skin)",VI
prepared
by Hurricane Engineering &. Testing Inc, Reort No. HETR 03-4078, dated 10/31/2003,
signed and sealed by Rafael E. Droz-Seda., P,E.'
"Submnv¢d under NOA 3t 03- 0210.04"
i. Test report on Salt Spray (Corrosio n) Test p er ASTM B 117 o f a p ainted G - 4 0 s t e e I p a n el s,
prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A.
Jackson, P.E.
CALCUILAUIONS �`�'n����a¢���anr�m��c I`V�� #14.08141?10-9-9
Ile Anchor vefification calculations prepared byA]-Farooq Corporation, dated 09/22/2014 and
07/24/20141, signed and sealed by Javad Ahmad, P.E.
E - I
A I /�j
Carlos Yi. Utrera, PJK,
Product ConiroR Exanu-nerc
NOA-NIO, 20-09N025
Expfiraflon Date: JuRy 21, 2025
Approval Date,,,, Decembeir 03, 2020
N(G_`TffCE CIF ACCIEPTANCEaa EVMDENCE SUBMETTEID
Co cCAiLClU1LATI0NS (cont.)
"SuVimittedunder rVGA #d11=04dg,1B99
2e Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.C
2007, dated 04/07/2011, signed and sealed by Javad Ahmad, P.E.
3. Anchor verification calculations prepared by Al-FarooqCorporation,complying with F.B - C
2007, dated 12/19/200 8, signed and sealed by Humayoun Farooq, P.E.
".Ssz&1b§cafted! under PIGA Sfi 09-0128* 02"
no QUALffTY ASSURANCE
Miami -Dade Department of Regulatory and Economic Resources (RER).
zo 1\\/IATERllAL CERT ICAUffON
Yo Notice of AcceptanceNo. 13-0717.01, issuedto SABIC Innovarive Plastics, for their Lexan
Sheet Products, approved on 1 IJ28/2013 and expiring on 07/17/2018.
2. Notice of Acceptance No. 14=0311.08 1, issued to Insulfoam, LLC, for their Tnsulfoam
Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring on 11/29/2017.
3e Notice of AcceptanceNo. 11-0926.07, issuedto DyplastProducts LLC5 for their Expandedded
Polystyrene Block Type Insulation., approvedon 11/10/2011 and exp11 iring on 01/11/2017.
4e Notice of Acceptance No. 11.�-0926a0(rn,issuedtoDyplastProducts,Ll,C, for theirI�yplast
ISO-C 1 Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on O 1/11/2017..
so Notice of Acceptanc e No. 10- 112 9.04, issued to Cello foam No rth America Inc, for their
Expanded Polystyrene Block Insulation, approved on 02/24/2011 and expiring on 02/24/2016.
66SP-6mptteg, under NG,4 # 05-4228o 02 "
6, Test Report on Accelerated Weathering Using Xenon ArcLight Apparatus Test per ASTM
G155 of "PVC Extrusion Material"., prepared by Hurricane Engineering & Testing, Inc.,
Report No. HE'd'I 04mAO02_..,, dated 09/27/2004, signed and sealed by Rafael E. Droz-Seda, P.E.
7.: Test Reports on Tensfle Test per ASTM D638 of "PVC Extrusion Material", prepared by
Hurricane Engineering & Testing Inc., ReportNo. HETI 04=T-251, dated 11/29/2004 signed
and sealed by I. Chia, P.E.
ffi. Test Report on Self -Ignition Temperature Test, Rate of Test and smoke Densi4y Test o f
"REHAU non-foam PVC extrusion material",prepare d by ETC Laboratories, Report No. 04-
76Il450Il9e0, dated 05/06/2004, signed and sealed by J. L. Doldan P.E.
IFe STATERIENTSE`S4aabmedtra,�m7umdepNDA #14=0ffi1Q,II0'9
10 Statement letter of code conformance to the 511, edition (2014) FBC and no financial interest
issued by Al-Farooq Corporation, dated 0 5/13/2014, signed and sealed by Javad Alimad., P.E.
Cairlw M. Utrera, P.E.
Froduct Control Examiner
NOA-No. 20-0901,25
Exphraflon Date: July 219 2025
ApprovaB Date: Deceriraber 03,2fl2o
E - 2
(WA
t
NOT-ffCE OF ACCEPTANCE: EVI]DENCE SUB
2o EYffBENCE SUBMffTTEID ffN FREVffOUS NOA # 20=0107.06
AC; BRAWE14GS "Submifted under ]VOA 917=1018.121
Ilo Drawing No. 02v=21, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated
09/10/20021, with revision L dated 10/03/2017, sheets 1 through 5 of 5, prepared by
Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
Ho CALCULA7ff0T\\TS
None.
(CC QUALETY ASSURANCE
Ile Miami Dade Depaitment of Regulatory and Economic Resources (RER).
1\\AIA-B'IERI[liiL CERTffFaCA7RONS
I Notice of Acceptance No. 17�0221,,061� issued to Insulfoam, ILLS;for their Insulfoam
Expanded Polystyrene Insulation, expiring on /29. ?022.
1 Notice of Acceptance No. 16430zoi'004, issued to DIlyplast products, LLB, for their
Dyplast ISO-Cl Polylsocyanurate Insulation, expiring on 0 1/11/2028.
.0
3, Notice of Acceptance No. 15-1203-04 .5 issued to Cellofoam North America Inc, for
their Expanded Polystyrene Block Insulation, expning on 02/24/2021.
�'-e Notice of Acceptance No. ll5-0915.08., issued to SABIC Innovative Plastics, for their
Lexan sheet Products, expiring on 07/17/2018.
E-n 97ATEMENTS
Il Statement letter of code conformance to the 61h edition (2017) FCC, prepared by Al
'F
Farooq Corporation, dated 12/23/2019,, signed and sealed by Javad Ahmad, P.E.
Yo ETHER
10 This NOA irenews NOA #174018-J11
-- Carlos M. Utreraq Px;
Product Control Examiner
E - 3
(IT (1) tt� �� �. r � (� i �• .
N07dCE 09 ACCEP7ANCE a EVIDENCE SUBM17TED
3.3 TqEV/ EVffDENCE 5UB1\\/ffffTTEDO
AQ DRAWINGS
4. Drawing No. 02=21, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated
09/10/2002, with revision Mdated 07/20/2020,, sheets 1 through 5 of 5, prepared by A I-
Farooq Corporation, dated 11/16/2020, signed and sealed by .halal Farooq, F.E.
Co fflk�-/AIL(CIIJILATII0I`�T9
1DV QUALRTY ASSURANCE
I Miami fade Department of Regulatory and Economic Resources (RER).
Ec NUA7ERIALCIE18'Tl[IFIICA\1rIIGPNS
�. Notice of Acceptance No. �9-0129-.06 5 issued to Insulfoam, LLC, for their Insulfoam
Expanded Polystyrene Preformed dock Type I Insulation, expiring on t 1
10 Notice of Acceptance No. 17-1.207.04, issued to Dyplas
Dyplast I SO-C 1 Polyisocyanurate Rigid Foam Insulation, e
/29/2022-
t Products, LLB, for their
xpning on Ol /11/2022.
ivoLice mt ticceptance iN o. i N-"q i smo., issued to Plasl Oht LLC, for their `I't3FFAK
Polyearbonate sheets, approved on 0 1/15/2018 and expiring on 8/27/2022,
Fo STA71MENTS
I Letter of conformance to FBC 2020 (VOI
prepared by Al Farooq Corporation., dated
Farooq, P.E.
E - 4
Edition) and FBC 2017 (6th Edition),
07/15/20201, signed and sealed by Jalal
Carlos M. Utireirn9 1?Q1Fj e
Froduct Control Examineir
NOA-No. 20-0901.25
ExpiYation Date-,- July 21, 2025
Approval Dater- December 03,2020
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SOP RIVETS
4" X 5-1 / " 3" X .104"
ALV. STEEL
OP ROLLER BRACKET ON EACH SIDE
FASTENED ) # 14 8" S.I.S;
FY.P. .
SEE SHEET 2 FOR LOCATION
F REINFORCING TRUSSES
14 GA. GALv. STEEL ADJUSTABLE
SLIDE FASTENED TO BRACKET
%w/ s/Ts—tia x 31¢" HEX HEAD
M. SCREWS & NUTS,
TOP BRACKET
ET
(STANDARD)TOP BRACKET
(OPTIONAL)
LOW HEADROOM DOOR
HORIZONTAL REINFORCEMENT
1 / " X 1-/4" X .058" FORMED STEEL
CLUED TO PANEL AND FASTENED TO
VERTICAL STILES WfTH
i i" x 1-5/8" LAG SCREWS INTO WOOD O
5 1 " SLEEVE ANCHORS
WITH 1-1 4" EMBED INTO MASONRY
PER BRACKET
W 1 / " 4-1 " X 1 GA. STEEL PLATES
'ELDEO TO 1- 1 1-1/20X 14 GA. AISLE
FASTENED TO TRACK
WITH 41/4-20 SS. BOLT & NUTS
3/ 16" POP RfVET �' ~ 1 .104 ,
CALM. STEEL
FASTENED W/ 4) # 14 X 5/8" S.M.S.
TOP ROLLER BRACKET FOR
LOW HEADROOM DOOR OPTION
HORIZONTAL REINFORCEMENT
1/ " X 1-3/ X .058" FORMED STEEL
GLUED TO PANEL AND FASTENED TO
f•,.. VEI TiCAL STILES WITH
/1 S#" POP IT'S
r 5 1 " MEETING RIB
PLASTIC/STEEL ROLLERS
' 1.8 " DIA. X 0"
/ .44 DIA. X 4-1/4," STEM
OPTIONAL INSULATIONS:
ISO, S POLY- ISOOYANU RATE
DENSff = 2.0 PCF
N.O.A. 17-1 0 .0
OR
DENSITY - 1.03 PCF
N.O.A. 1 S-1 0,3.04
O
0.92 PCF
DENSfTY
i .OyA. I 1 -01 0.08
14 OA. GALV. STEEL.
ROLLER HINGES FASTENED
/ 8 14 X 5 8" S S
MIDI. .0 4"' ROLL FORMED STEEL PANEL
DRAWING QUALITY O-- 0
MIN. )IELD STRENGTH = 39 G SI
WITH PRIMER AND BAKED -ON
POLLSTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
12 GA. CL11. STEEL
BOTTOM BRACKET FASTENED
W/ 4 114 X 5w SIBS
BOTTOM SEAL OPTIONS
SEE SHEET 5
CLI
HORI . TRACK SUPPORT,
CENTER SUPPORT l EQD, ON DOORS
E EEDING 8 FT. IN HEIGHT-
I� A. -
._A I.
--
HO I . TRACK LENGTH OPENING HEIGHT PLUS 1 *
14 GA. GAtV. STEEL TRACK
1-1 " X 1 / " X 1 " HORI . ANGLE
FOR OOOR HEIGHTS UPTO 8 Ft.
WITHOUT INSULATIDN OR ONDO lS,
" X " X 1 8" HORI . A oLE
FOR DOOR HEIGHTS ABOVE 8 FT, OR
DOORS WITH INSULATION OR WINDOWS
SLOT WELDED TO HORiZ. TRACK
WITI~I TWO WELDS AT 1- 1 /" APART
FIRST AT 3*' O.C, � REST AT " O.O.
CONNECTED TO FLAG BRACKET ANGLE
W/ 3/5-1 3 4" BOLT & NUT
AND TO SPRING SHAFT GUIDE WITH
1 4- 0 X 5 8" BOLT & NUT
VERTIM TRACK
2-1/8" X I" r080"
SECTION A —A
DOOR
* SECTION
HEIGHTS
BRACKET PLACEMENTS
HEIGHT
ST
ID
ID
TN
STIR
B1
B
8
8
8
8 B8
S -oil
"
8"
1 ."
18
/
j TO
11 - 4"
r+
"
45 ""
t'
67" ...
' - 6"'
1 "t
18"
1 %
21
ILIA
I " T
"
11-- ""
8 • - - , . w
,._.
1-0"
1 ~"
1 "
1 "
2116
/A
1 F" TO
2TF
11---
4 "'
45 "
S"
7"
72-87
1 B"
1 `,
1 "
18"
18"
1 "' T
+'
11-- 4
231
1 34"
4
" 8-1 _,
8'_
1"18
1832
17*
21111"T
"11
4"
56
6713 +78- 1 A P
*-SECTIONS ARE NUMBERED STARTING
AT
THE' BOTTOM!
FOR DOORS
MORE THAN
8 FTr 1• IGHs USE ADDITIONAL
TRACK BRACKETS AT 10"
O.C.
FEEL TRACK BRACKETS
-3 16" HIGH
NNECTED TO TRACK WITH
1 /4" BOLTS & NUTS.
PRODUCE" REVOSED
as complying w1th the Florida
Building Code
tdOA-Mo.20-0901s25
Expiration Date07/21/2025
B :_ ►•'
Miami -Dade Product Control
N�V 16 2Q2Q
_ MOM]
�i.'.X•.
druwing no.
02-"-21
f..
y"
IN.
1 - 1 " MIN-
DI T.
D �"
BY
4 4" D). LAG SCREWS 8
CQ BU
AT 8" FROM ENDS WOOD B
AND 15 O.C. MAX.
�
1 " DIA. LAG SCREWS
AT 6" FROM ENDS
AN D 15" O.O. MAX.
(WOOD spEcinc GRAvrry G= . MIN.)
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD 9UCK ATTACHMENT
TO WOOD STRUCTURES. IF THEE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN
WILL BE REQUIRED FOR DESIGN! OF GARAGE DOOR ANCHORAGE.
FOR DOOR REPLACEMENT APPLJCATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION.
LAG SCREWS - A
AT 1 '' O.C.
PRESSURE 7REAT D 2X6 S P WOOD JAMSS WHICH SHALL DE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC, COLUMN WITH
1 " ULTRACON+ BY kDEWALTP WITH
SPACING OF
1 " D.O,
"
IN70
GROUT FILLED BLOCK
WALL, WITH
2-1/4" MIN. EMBED
1 O.C,
INTO
3000 PSI CONCRETE,
WITH 1-3/4-
MIN. . EMBED
— 1 "
MIN,
EDGE DISTANCE
r " TAPPER
B 'DEWALT' WITH SPACING OF
11" G.C.
INTO
GROUT FILLED BLOCK
WALL,, WITH
1-1 " MIN. EMBED
13" C.C.
INTO
3000 PSI CONCRETE,
WITH 1-3/4"
MIN. EMBED
3"} M?N.
EDGE
DISTANCE
/B't CONFLE B `ELC ' OR
3/ " LDT a'' iITW' NINTH 5FACING DF
"° C.G1 If `I'O -GOD PS# CRETE, Tif i rI -� 1 / MIN. EMBED -CONTINUOUS ANQLE IR
ACK
3" MIDI. EDGE DISTANCE M.. WOOD N&
R HLC SLEEVE BY tHILTI' WITH SPACING OF
1 D" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" IN- EDGE DIST.
1 " D.O. INTO 3000 PSI CONCRETE. WITH 1-1/4" MIN, EMBED AND
2-1 " MiN. EDGE DISTANCE
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED
BY DOOR SYSTEM.
FOR 00013 REPLACEMENT III RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD. DOOR INSTALLATION MAY BE REVIEWED AND APPROVED B
8UILDIIG OFFICIAL UPON INSPECTION,
MAXIMUM
EXTERIOR( -)
LOAD
PER
JAMS
T 1 .1 '
X
62
PSF)/2
291 Lbs per Ft.
MAXIMUM
INTERIOR(-) -)
LOAD
PER
JAMS
(1 .1 B'
X
44
PSF)/
355.5 Lbs per Ft.
1Br, -1 "
FILLET LET WELDS
r 1211
O.C. MAX.
B x 1"
SELF DRILLING SCREWS
OR
3 16° `RfVEX' STEEL RIVETS
MULTICRIP W1 DOME HEAD
AT 48" O.C.
REINFOROEI EN1
1 " x 1-3/4 is X .'
FORMED STEEL
'ST IP ADAPTER
ALUMINUM
Plinctro 'rRIPIII
STEEL STRUCTURE BY OTHERS
MUST SUPPORT THE LOADS IMPOSED
BY DOOR SYSTEM
M-16-iffit
Aso � ...�
z24 .534
T —1,750—J--T
5 1 " DW BOLTS
WITH WASHED & NUT
AT 1 " O.C. MAX.
w
REINFORCEMENT
1/" 1-4" X .058"
FORMED STEEL
s x I
SELF DRILLING SCREWS
OR
/1 " " IrEX' STEEL RIVETS
LTIGRIP 1 / DOME DEAD
AT 48" O.C.
0
WSTRIP ADAPTER
STEEL
RUBBER W'STRIP ING
.348
ANCHOR SPACING
ANCHORS
STRUCTURE
EMBED
}'SPACING
HLC SLEEVE BY
1C. -1
a-
—8" C NFL BY °ELCO'
"
.
FILLED
,r
_.-_
4
DYNABOLT BPITWO
_}
B POWER —BOON BY DEWALT'
GONO,
r�-r.
Br`SLEEVE—ALL B SI PSONS!
COLIC.
1
CONCRETE 'c = 3000 PSI III.
C- D GROUT FILLED BLOCK fm = 2000 PSI MIN,
— 1-1 } �-1 #"1 CA
CON�4"
STEEL ANGLE
EDGE Di$t,
12 CA. GALV. STEEL
FLAT BRACKETS ± " LONG .-- -- AT 1 " O.C. IN DOOR OP G.
AT 18" O.C. ABOVE DOOR OPNO.
CONNECTED TO CONT. AI CL
W ) SPOT WELDS AT EACH SIDE
e
—18" X 1" X 14 GA.
GALV. STEEL TRACK
FASTENED TO TRACK PLATES
W 1 /4- D 5 8" TRUSS HD.
SLOTTED M.S. & LOCK NUT
al kqt F +
+ 0 - •
PRODUCT REVISED
as ComPlYing With the Florid
Building Code NMI
.
N m25
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