HomeMy WebLinkAboutProduct Approval RECEIVED JUIN 3 0 2015
MIAMUDAIDF FILE COPY MIAMI-DADE COUNTY
M 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.eov/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 PSF)
APPROVAL DOCUMENT: Drawing No.02-21,titled"24 GA.Roll Formed Steel Sectional Garage
Door",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 designn 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 shal l 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 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
MUAM:•DADEcoUNTY Expiration Date:July 21,2020
• Approval Date:April 23,2015
0¢IIL 1241 S Page 1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.02-21,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated
09/10/2002,with last revision J dated 1]./07/2014,sheets 1 through 5 of 5,prepared by Al-
Farooq Corporation,signed and sealed by Javad Ahmad,P.E.
B. TESTS "Submitted under NDA #11-0414.12"
1. Test Report on Uniform Static Air Pressure Test,Loading and Forced Entry Test per FBC,
TAS 202-94,of"DAB 824 Sectional Residential Garage Door"prepared by Hurricane
Engineering&Testing Inc.,Report No.HETI-07-4200,dated 05/02/2007,signed and sealed
by Candido F.Font,P.E.
2. 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 Engineering&Testing Inc.,Report No.HETI-11-3204,dated 01/20/2011,signed
and sealed by Candido F.Font,P.E.
3. Test Report on Tensile Test per ASTM E8-08 of"Sectional Residential Door(skin)",
prepared by Hurricane Engineering&Testing Inc,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 Test and Cyclic Wind Pressure Test,of"Sectional
Residential Door with Windows",prepared by Hurricane Engineering&Testing Inc.,Report
No.HETI 03-1328,dated 07/15/2003,signed and sealed by Rafael E.Droz-Seda,P.E.
5. Test Report on Uniform Static Air Pressure Test,of"Sectional Residential Door"prepared by
Hurricane Engineering&Testing Inc.,Report No.HETI 03-1329,dated 07/15/2003,signed
and sealed by Rafael E.Droz-Seda,P.E.
b. Test Report on Tensile Test per ASTM E-8 of"Sectional Residential Door(skin)", prepared
by Hurricane 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 No.258592,dated 08/17/1998, signed by W.A.
Jackson,P.E.
C. CALCULATIONS "Submitted under NOA#14-0814.10"
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.
Q�, 1b1��s
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.15-0304.01
Expiration Date:July 21,2020
Approval Date: April 23,2015
E-1
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. 13-0717.01, 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 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 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 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 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.
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. Ghia,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
1. Statement letter of code conformance to the 5"edition(2014)FBC and no financial interest
issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E.
� 1G�oIS
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 15-0304.01
Expiration Date:July 21,2020
Approval Date:April 23,2015
E-2
7-1/2"X 2-1/4'% 18 GA. -- PUSH NUT TOP FIXTURE 5-1/2"X 2-3/4"X 0.1" IN2, "
GALV. STEEL CENTER HINGE ��0 STEEL PLATE WITH ONE 5/16-18 MS W/NUT OPTIONAL DOOR VIEWER W/ (4)014%5/8"SMS / \ \ -FASTENED TO END STILE WITH TO BE INSTALLED ATWITHOUT DELRON SLEEVE(STD.) (6) #14 X 3/4"SELF DRILLING SCREWS ANY CENTER7-1/2"X 3"% 071"GALV. STEEL I 00ISEE SHEET 3 FOR TOP BRACKET OPTIONS
END ROLLER HINGE II 00 1 CENTER STILES Z
W/(6) #14 X 5/8"SMS- i SEE SCH. 'A' r w A f aq
WITHOUT DELRON SLEEVE (STD.) \ / a
O WITH DELRON SLEEVE(OPTIONAL)
7-1/2"%2-1/4"X.071" — -
GALV.STEEL CENTER HINGE LOCK
oW/(4) A14 X 5/8'SMS \ -2 DOOR \� --- -- I G.
WITH DELRON SLEEVE(OPTJONAL)-�
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CONFORMS TO SECTION 1008 REGARDING I Z IO g 1?
GARAGE DOORS
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SELF DRILLING SCREWS l �� 10 —I� '7 v
BRACKET BRACKET a
STD. LIFT DOOR LOW HEADROOM - I r
DOOR OPTION - LJ Z1__Zrn e
TOTAL 9 OF -__ CO s
DOOR U'BARS AT _ ---= _
HEIGHT CONSISTS OF EACH DOOR 7-7/8'X 3-1/8"X.010" OPTIONAL VENTS 0_'rn K 1
W-6" 2 SECTIONS 18'2 SECTIONS 21' STEEL PLATE (3) 5"WIDE AT 7"O.C. MAX. _OPTIONAL FLUSH FACE O 3<
8'-9' 1 SECTION 19" 3 SECTIONS 21" WITH (4) #14 X 3/4" SOS OPNG.AREA NOT TO EXCEED 120 SQ. IN. WOOD GRAIN DESIGN L p O Z
MAX. DOOR WIDTH
7' 4 SECTIONS 21'- __.____ - 16•_2" -_— .. � p U7= o
7'-6" 5 SECTIONS 18'- CENTER STILE DAR DOORS INC. rn
INSIDE ELATION a N
7'-9" 4 SECTIONS 18'1 s6ciIDH 21" Hurricane MasterW Model 824/811
OUTSIDE RAISED PANEL EMBOSSED DOOR
' B' 3 SECTIONS 18'2 SECTIONS 21' Max. Size 18'-2" % 18'-0" High
8'-3' 2 SECTIONS 18"3 SECTIONS 21' HANDLE END STILE 0
8'-6' 1 SECTION 18' 4 SECTIONS 21" 43/4'
_ Wilh Window Lite Option
B'-9" 5 SECTIONS 21'- #14 X 3/4"SELF DRILLING SCREWS MAY BE USED
IN UEU OF#14 X 5/8"SMS
s' 6 SECTIONS
18 - LOCK EIA culDEs ------ DESIGN PRESSURE RATING = + 3610 PS W W
B'-3' S SECTIONS 18'1 SECTION 21" INSTALLED ON END STILE -- 44.0 RSF
9'-6' 4 SECTIONS 18"2 SECTIONS 21 WITH (4) #14 X 5/8"SMS THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT GENERAL 0 3 e n n
9'-9' 3 SECTIONS 18"3 SECTIONS 21' o$ €€€
10' 2 SECTIONS 18'4 SECTIONS 21' 4 .18T% .6W LOCK BAR 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE o
10'-3' 1 SECTION 18' 5 SECTIONS 21' $ ENGAGES IN TRACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC)FIFTH EDITION(2014) a �3
10'-6'6 SECTIONS 21'- a ON EACH SIDE OF DOORu
INCLUDING HIGH VELOCITY HURRICANE ZONE(HWIZ).
NTER STILES SCHEDULE'A'
10'-9'6 SECTIONS 18"1 SECTION 21" OUTSIDE KED LOCK CE2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. m i
11' 5 SECTIONS 18-12 SECTIONS 21' CENTER STILES CONFIGURATION ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
11'-3' 4 SECTIONS 18'3 SECTIONS 21' OPTIONAL DOOR WIDTHS y OF CENTER STILES DRESSING OR STUCCO. 0
11'-8' 3 SECTIONS 18'4 SECTIONS 21' LOCK BAR LOCKING SHOWN ® ®® ® 8'-0"TO 9'-10" 2 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL m
11'-9' 2 SECTIONS 18'5 SECTIONS 21' ALTERNATE TO 10'-0'TO 11'-10" _ _2 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
12' 1 SECTIONS 18'6 SECTIONS 21' - SPRING LOADED SLIDE BOLT _ 12'-0"TO 13'-IO' 3- —
I THESE DETAILS ARE NOT PART OF THIS APPROVAL. d -c
12'-6' 6 SECTIONS IB'2 SECTIONS 21'
12'-3" 7 SECTIONS 21'- LOCKS SHOWN ABOVE �8'-0'i0 9'-10-0'TO 9'-10" 1 14'-0'TO 15'-10' 4 1 $-
------WWW 5. A LOAD DURATION INCREASE 15 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. m o
DOOR WIDTHS 15'-11'TO 16'-2' �5
12'-9" 5 SECTIONS 18"3 SECTIONS 21' DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA 10
13' 4 SECTIONS 18"4 SECTIONS 21' BUILDING CODE,TAS-202,TAS-201 k TAS-203 FOR HVHZ AND
13'-3"3 SECTIONS 18'5 SECTIONS 21' ASTM E1886-05/ASTM E1996-09.
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15'-9'9 SECTIONS 21"- ��12'-0"TO 13'-10' 15'-11"TO 16'-2"
1s' s SECTIONS te'4 SECTIONS 21" DOOR WIDTHS DOOR WIDTHS Sheet 1 of 5
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5/16"X 1-5/8"LAG SCREW 6 PER HINGE END STILE,CONNECT TO PANELS WITH
(FULLY THREADED) FLAPS AND (5)OR (6)3/16"ALUM RIVETS POSITIONED AT EYE LEVEL
HEX WASHER HEAD TYPE A 1/2'X 1-3/4'X .058"FORMED STEEL SEE DETAIL ABOVE
ONE PER BRACKET -GLUED TO PANEL AND SECURED TO ANCHORS AT TRACK BRACKET:
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C-90 GROUT FILLED BLOCK I'm 2000 PSI MIN. 2 e 0 d $ 2
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12 GA X 3-5/16'x 1-1/2"(OPTIONAL) 7/8'PUSHNUT 1.82°DIA. % .50"NYLON ROLLERS (OPTIONAL)
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1/4-20OX 5/8"TRUSS HD. 2.75"DIA. X .50"NYLON ROLLERS (OPTIONAL)
SLOTTED M.S.k LOCK NUT SECTION B-B WITH 5"STEM sheet 2of 5
1-1/2'X 1/2"X 1/8"HORIZ.ANGLE m
POP RIVETS 5/16"X 1-5/8"LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, FOR DOOR HEIGHTS UPTO 6 FT. 4u o
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OP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET II A FOR DOOR HEIGHTS ABOVE 8 FT.OR
FASTENED W/(6) y 14 X 5/8'S.M.S. II 1 DOORS WITH INSULATION OR WINDOWS Q w
SPOT WELDED TO HORIZ.TRACK
14 GA.GALV.STEEL ADJUSTABLE WITH TWO WELDS AT I-1/2"APART
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W/5/16-18%3/4"HEX HEAD WELDED TO 1-1/2"X 1-i/2'X 14 GA ANGLE -- CONNECTED TO FLAG BRACKET ANGLEIf
M.SCREWS&NUTS. FASTENED TO TRACK - -- W/3/8-16 X 3/4"BOLT&NUT a'
WITH (4) 1/4-20 SS. DOLT& NUTS - --�HORIZ. KLENGTH = OPENING HEIGHT PLUS 72° AND TO SPRING SHAFT GUIDE WITH
TOP BRACKET - - (2) 1/4-20 X 5/8•BOLT&NITS
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LOW HEADROOM DOOR -� 14 GA GALV.STEEL TRACK 00 ro
HORIZONTAL REINFORCEMENT VERTICAL TRACK p m Q a
1/2"X 1-3/4'X .058'FORMED STEEL O
GLUED TO PANEL AND FASTENED TO 2-1/8'X 1"% .080" C o7 r
VERTICAL STILES WITH z•x s-1/z'x .toa' - I SECTION A-A
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(2)3116'POP RIVETS GALV.STEEL Q m 3� F
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HORIZONTAL REINFORCEMENT LOW HEADROOM DOOR OPTION DOOR • SECTION HEIGHTS BRACKET PLACEMENTS Q Z Ly
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1/2'X 1-3/4"X.058'FORMED STEEL HEIGHT IST 2ND 3RD 4TH 5TH 81 B2 B3 B4 95 86 87 BB YI ei
/GLUED TO PANEL AND FASTENED TO 6'-0' 1R" 16' 18' 16"N/A 7'TO 2"I1-3/4" 23" 34" 45" 56" 67 r— —�
VERTICAL STILES WITH - o
(2)3/16"POP RIVETS 8'-6' 21" 18' 18"21"N/A T'TO 2"11-3/4" 23 34 45" 56" 67"
—5/16"MEETING RIB 7'-0" 21"21" 21"21"N/A 1•TO 2"11-3/4" 23" 34" 45" 56" 67"
PLASTIC/STEEL ROLLERS 1- 7'-G" 18 18 1B" 18 18"1"TO 2"11-3/4" 23' 34" 45°
x __) B'-0" 21"18" 1B" 18" 21 1"TO 2"11-3/4" 23" 34" 45' 56" 67" 78-1/4" as
1.82' DIA X.50" ct
�W/.44 DIA. X 4-1/4'STEM =w -SECTIONS ARE NUMBERED STARTING AT THE BOTTOM O
m FOR DOORS MORE THAN a FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. wj a!
OPTIONAL INSUURIONS: Z¢ ¢
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DRAWING QUALITY G-40 33
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DOUBLE TRACK
12 GA.CALV.STEEL
BOTTOM BRACKET FASTENED AVAILABIL TRACK QPTIQN _
W/(4) 1 14 X 5/8'SMS o 0
f Engr:JAVAD AHMAD PRODUCr _
FLA.PEAL 70592aaglTby with&•dl' Flo" o I
C.A.N. 38
O' BOTTOM SEAL OPTIONS A�eet No S 0 O OI t
SEE SHEET 5 20 v v�'i o ii
drawing no.
SECTION A-A 02-2
SEE SHEET 2 FOR LOCATION R
OF REINFORCING TRUSSES sheet 3oL 5
REINFORCEMENT m
3/4-
I. 1
1/2"X -3/4'X.058'
FORMED STEEL
DGE 1" �—
8B x N
z 1-1/2' MIN. DIST. SELF DRILLING SCREWS --�' d8 X 1' o
_ OR 4STEEL
LF DRILLING SCREWS Z
I GE DIST. n 1 m 3/16"'RIVEX'STEEL RIVETS 0 L+
MULTICRIP W/DOME HEAD 16"'RIVEX'STEEL RIVETS Z
o� v AT
48"D.C. UITIGRIP W/DOME HEAD
31n w \ 48'O.C. Q a
REINFORCEMENT
1/2'X 1-3/4"X.058" IJu
\\ FORMED STEEL + IL
2BY \ 1/4"DIA.LAC SCREWS 2BY _ 1/4"DIA LAG SCREWS O O
WOOD BUCK 1 ~AT 6'FROM ENDS WOOD BU 1 ' `AT 6'FROM ENDS C y
�\ AND 15'O.C. MAX. I AND 15"O.C. MAX. 0,O .
W-STRIP ADAPTER-/ ADAPTER d C> S
1 ALUMINUM 0 IL Qo A
RUBBER W'STRIPPING R W'STRIPPING QOr. C
Q
W rn W In
_o
.050-�� F .Oao j z f m
224–L��/s• 4 .700 348 Q WEf It '✓Jr�
L. l
Fes-1.750— 3.790---- 1
BOTTOM SEAL OPTIONS
OPTION 'A' OPTION 'B'
J
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVfrY SO-0.55 MIN.) o n
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT vVwi Q J
TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE.
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE - - ZI=-1n m
VERIFIED AND APPROVED BY THE 13UTLOING OFFICIAL UPON INSPECTION. ANCHOR SPACING W 7-
ANCHORS STRUCTURE_ EMDED SPACING EOCE DIST.
3 8 HLC SLEEVE EY HILTI CDN1-1 4 8' 2' of w
-
3/8"CONFLEX BYBY 'ElCO FlLLEK 2" 8' 3-3 4' i` O 3[a2
3/8"DYNABOLT BY'ITW' C1-1 2 8' _2-1 2" O Z= N
STEEL STRUCTURE BY OTHERS 3 1"POWER-BOLT BY POWERS' C2" 8' 2" �o O 44
5/16'X 1-5/8" MUST SUPPORT THE LOADS IMPOSED J 8 SLEEVE-ALL BY'SIMPSONS' C1-1 2' - 8" 3=,
LAG SCREWS OY DOOR SYSTEM m J
AT 12'O.C. CONCRETE Vc= 3000 PSI MIN. cl N
C-90 GROUT FILLED BLOCK I'm 2000 PSI MIN. N
5/16"DIA BOLTS
WITH WASHER&NUT
WOOD BUCK CONNECTION TO MASONRY ,�.° rAT 12"O.C.MAX. EDGE DIST. 8
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO I I ,�-- -� Q
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH
1/4 ULTRACON BY ELCO WITH SPACING OF
12"O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1/4'MIN. EMBED
13"O.C.INTO 3000 PSI CONCRETE.WITH 1-3/4'MIN.EMBED 1-1/4'%2-1/2'%
2-1/2"MIN. EDGE DISTANCE 1_1/2" 1-1/2- CO STEEL ANGLE 1-1/2' u
1/ TAPPER BY'POWERS'WITH SPACING OF u g
12 GA.GALV.STEEL oefJ
11'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2'MIN. EMBED FLAT BRACKETS t3'LONG 2-1/8'X I"X 14 DA.
13'O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN EMBED 1/16'X 2-1/2' AT 12"O.C. IN DOOR OPNG. GALV.STEEL TRACK
3'MIN. EDGE DISTANCE FILLET WELDS AT 18"O.C.ABOVE DOOR OPNG. -FASTENED TO TRACK PLATES
3/8"CONFLEX BY'ELCO'OR AT 12"O.C. MAX. CONNECTED TO CONT.ANGLE W/(2) 1/4-20X5/8'TRUSS HO. „
LOT BY'ITW'WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDE SLOTTED M.S.&LOCK NUT
23"O.C.INiO 3000 P51 CONCRETE,WITH 2-1/2'MIN.EMBED ANGLE TRACK n$
3"MIN.EDGE DISTANCE CONTINUOUS ANGLE TRACK $EVERSE TRACK CONTINUOUS _ =8
3/B"HLC SLEEVE BY'HILTI'WITH SPACING OF TO WOOD BUCK TO STEEL TO CONCRETE AND FI ED BLOCKS O i Po'y
c
10"O.C. INTO GROUT FILLED BLOCK WALL,WITH 1-1/4'MIN. EMBED, 4"MIN. EDGE DIST. --'
15"O.C.INTO 3000 PSI CONCRETE,WITH 1-1/4"MIN.EMBED AND ALTERNATE TRACK INSTALLATION
2-1/2'MIN.EDGE DISTANCE o
Engr.JAVAD AHMAU PRODUCT RENEWED
PREPARATION OF JAMBS RY OTHERS CML d
FLA.PE t 70592 ��171rIY•*th ILl FlaMs 0 I
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY C,A,N. 538 811M�gly
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED AAO No
BY DOOR SYSTEM.
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF C
RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY By (drawing no.
BUILDING OFFICIAL UPON INSPECTION. aX r2015
PIoJ11,4 CaLld I r-1
MAXIMUM EXTERIOR(+)LOAD PER JAMB = (16.16'X 62 PSF)/2 291 Lbs per FL. n 11-
MAXIMUM INTERIOR(-)LOAD PER JAMB (16.16' X 44 PSF)/2 =355.5 Lbs per FL. sheet 4--f5
.s6D �.25o V
* PLASTIC COMPLIES WITH
DOOR PANEL CHAPTER 26 OF FBC
24 GA.(.024)STEEL MIN. SEE EVIDENCE PAGE Z gy��
1.765 1.725 Q r+
a
7/16'DIA-WASHER Q d om
1.144 d
0 p
L' I V p
g8 X 3/4'SMS
21 3/4° ,800 c a Q Q
1 � 1 ®J/8'FROM ENDS MAX. .176
O 1I 'III I 1 AND 7"O.C.MAX. WOW.WIDTH p
EXTERIOR FRAME * INTERIOR FRAME N
I I III L 4 B X 3 4 SMS _ 0 18 1/8' RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION w 3 u ry
I O d /" a MAX. Q W
IIII II ` ® 1-3/8"FROM ENDS ; \Jo D.L.O. LL=Iya Er
IIII 11 �I AND 6-1/2"O.C. MAX. d, g o , Q z S
oi
IIII
A
.175 X.062 DEEP
C6t
IIII GROOVE -
IIII �• � �• I� O
IIII 1/4"POLYCARBONATE LEXAN
1 I f1YTNE PLASTICS'
0113
OA�1J-0717INNOVA ---
IIII N .01 I A
" I IlvqE
i, i. i, tL'n' ? Z e
30 G WF IIII --__._ 0 ED O 3 Of
< u'ni
Z o K % �. �. �. •i' is w Tn o
J X 1 I
i _ — _____
LD
=N
IIII � � � •,-y a. � ,� � • � Q��v
1111 jAp''�
IIII 175 X.052 DEEP
IIII GROOVE LED M, ID
III —_ VJ Pi 1�
(4)#8 X 3/4'•SMS � INSIDE ELEVATION c
a 1-3/8'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS w< z o
1 II I I AND 6-1/2'O.C.MAX. O WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION °`z
O 1 N8%3/4'SMS
B 1 III I 9 3/8'FROM ENDS .175 X .062 DEEP ^ ,�
i I j AND 4-1/2"O.C.MAX. GROOVE O m ti
fi - 2
0
RB X 3/4'SMS
®3/8'FROM ENDS
AND 7"O.C.MAX. _ u
En9r:JAVAD AHMAD PRODIICTABNHW..El
7/16'DW WASHER
24 . CIVIL
FLA �7deu4tl111LFF1orY�
CAPN.3538 A705 2 Bu8o00J11�p0 CbNO "�m _
o J
7.0- ANEL EXTERIOR By o
GA. (.024)STEEL MIN. C drawing Do.
DOOR PANEL 15/16'MIN. D.L.OPG. e � IJ � p°�'a�'0r°� 9
24 GA.(.024)STEEL MIN. GLAZING BITE 02-21
WINDOW WIDTH
sheets 0f 5
J
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]
❑160 EXPOSURE B 9'x 7' Door =+26.7 -30.2
F1160 EXPOSURE B 16'x 7' Door =+25.6 -28.5
1-1160 EXPOSURE C 9'x 7' Door = +32.4 -36.6(1 story and max 15'
�j ❑ 60 EXPOSURE C 1,6'X T Dior= 31:0-34.5 mean roof height)
r-11 60 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)
1-71160 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)
❑160 EXPOSURE D 9'x 7' Door=+44.3 -50.2 (2 story and max 30'
❑160 EXPOSURE D 16'x 7' Door=+42.5 -47.4 mean roof height)
Ell 50 EXPOSURE B 9'x 7' Door =+22.8 -25.8
F-11 50 EXPOSURE B 16'x 7' Door =+21.8 -24.3
❑150 EXPOSURE C 9'x 7' Door=+27.6 -31.3 (1 story and max 15'
0150 EXPOSURE C 16'x 7' Door=+26.4 -'29.5 mean roof height
❑150 EXPOSURE C 9'x 7' Door=+32.0 -36.2 (2 story and max 30'
0150 EXPOSURE C 16'x 7' Door=+30.6 -34.1 mean roof height)
7150 EXPOSURE D 9'x 7' Door = +33.6 -38.0 (1 story and max 15'
171150 EXPOSURE D 16'x'7' Door =+32.1 -35.8 mean roof height)
❑150 EXPOSURE D 9'x 7' Door =+37.9 -42.9 (2 story and max 30'
❑150 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# S ' ��?��.0