HomeMy WebLinkAboutProduct Approval i
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MIAMI-DADE I 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.eov/economy
DAB Door Company,Inc.
12195 NW 98"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-jDade 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 IFotmed Steel Sectional Garage
Door",dated 09/10/2002,with last revision K dated 03/09/2015,sheets I 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 Ri Listant
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 6licable1est 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 of NOA. I '
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 bylthe 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 land '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
CMIAMI-MADECORM Expiration Date:July 21,2020
Approval Date:April 23,2015
Page 1
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DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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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 11/07/2014,sheets 1 through 5 of 5,prepared by Al-
Farooq Corporation,signed and sealed by Javad Ahmad,l P.E.
B. TESTS "Submitted under NOA #11-041412"
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-1'1-T100,dated
01/21/2011,signed and sealed by Candido F.Font,P.E.
"Submitted tinder NOA #05-0228.02"
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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.
I' 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.
6. 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,
i; prepared by Celotex Corporation,Test Report No.258592,dated 08/17/1998, signed by W.A.
Jackson,P.E.
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C! CALCULATIONS "Submitted tinder 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.
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464f_14120
Carlos M.Utrera,PX
Product Control Examiner
NOA No. 15-0304.01
Expiration Date:July 21,2020
Approval Date:April 23,2015
E-1
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DAB Door Company,Inc.
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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)
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E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 13-0717.01, issued to SABICInnovative 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;I 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 l l/10/2011 and expiring on 01/11/2017.
4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products,LLC,for their
Dyplast I80-C1 Polyisocyanurate Insulation,approved on 11/10/2011 and expiring on
01/11/2017.
5. Notice of Acceptance No. 10-1129.04,issued to CeIlofoam 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 Arc Light Apparatus Test per
ASTM G155 of"PVC Extrusion Material",prepared by Hurricane Engineering&
Testing,Inc.,Report No.HETI 04-A002,dated 09/27/21004,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. ! I
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.
I I
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 05/13/2014,signed and sealed:by Javad Ahmad,P.E.
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Carlos M.Utrera,P.E.
Product Control Examiner
j NOA No. 15-0304.01
Expiration Date:July 21,2020
Approval Date:April 23,2015
E-2
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7-1/2"X 2-1/4"X 18 GA, ---- - PUSH NUT TOP FIXTURE 5-1/2' X 2-3/4"x 0.1"
GALV. STEEL CENTER HINGEO STEEL PLATE WITH ONE 5/16-18 MS W/NUT OPTIONAL DOOR VIEWER �� o
W/(4) X114 X 5/8"SMS i ` -FASTENED TO END STILE WITH TO BE INSTALLED AT N
_ WITHOUT DELRON SLEEVE(STD.)__ _ _ _ 1 (6) #14 X 3/4"SELF DRILLING SCREWS _ _ ANY CENTER ST1 I
0 7-1/2"X 3"X.071"GALV.STEEL I OO 1 SEE SHEET 3 FOR TOP BRACKET OPTIONS "t m
END ROLLER HINGE I O
1 00 CENTER STILES F
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WITHOUT DELRON SLEEVE (STD.) / SEE SCH. 'A' r
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1 SPRING LOADED SLIDE BOLT BOTH SIO�S
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MIN. LOCK ENGAGEMENT
CONFORMS TO SECTION 1008 REGARDING
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DOOR OPTION -- - I Z F-� m
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2 SECTIONS 19'2 SECT NS zi' STEEL PLATE (3) 5"WIDE A7 7"D.C. MAX. _OPTIONAL FLUSH FACE p;< N
W-9' 1 SECTION 18' 3 SECnONS 21' WITH (4) #14 X 3/4"SDS OPNG.AREA NOT TO EXCEED 120 SO. IN. MAX. DOOR WIDTH WOOD GRAIN DESIGN L A � O Z
7' 4 SECTIONS 2I' - _ -------- -- ••—• o p = '�
7-3" - - 16'-2" .. m Obi v
7'-6' 5 SECTIONS 18•- CENTER STILE DAD DOORS INC. Q N Q J
INSIDEEL�ATION
7•-9" 4 SECTIONS 18'1 SECTION z1' Hurricane Master®Model 824/811 e x
B' 3 SECTIONS 16'2 SECTIONS 21• OUTSIDE RAISED PANEL EMBOSSED DOOR
8'-3' 2 SECTIONS 18'3 SECTIONS 21' HANDLEr\ IN-
WIT
END STILE With Sita 16'-2" X 16'-0" High O
8'-6' 1 SECTION 18' 4 SECTIONS 21' _ With Window Lite Option
8'-9' 5 SECTIONS 21'- f(14 X 3/4"SELF DRILLING SCREWS MAY BE USED
9' 6 SECTIONS 18'- IN DELI OF Q14 %5/8
INSTALLED
1 DESIGN PRESSURE RATING = + 36.0 PSF
9'-3' 5 SECTIONS 18'1 SECTION 21" " R GUIDES 5D ON END STILE - 44.0 PSF4_sECTlorvs_18'2_s£cnorvs_2C__-__ _ _ _ - -yfa-X-5/6"-SMS- THIS_PRODUCTTIS_RATEO_FQR_LAROE_MISSILE_IMPACT GENERALNOTES n 9'-9' 3 SECTIONS 18'3 SECTIONS 21'10' 2 SECTIONS 18'4 SECTIONS 21' �! OCK BAR 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TOCOMPLY WITH THE10'-3" 1 SECTION 18' 5 SECTIONS 21' RACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC)FIFTH EDITION(2014) 3 33
10'-G".6 SECTIONS 21'- ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). c w 3 u
CENTER SnLES SCHEDULE'A' 2. ANCHORS SHALL BE AS LISTED• SPACED AS SHOWN ON DETAILS. z z z
1o'V 5 SECTIONS 18'1 SECTION z1" �_ OUTSIDEOUTSIDE�����OCKLOCK
_ 11' -5 SECTIONS iB'2 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 --#-OF-CENTER STILES - - DRESSING-OR-STUCCO.- - - - - - -
11'-8' ]SECTIONS 18'♦SECTIONS 21' LOCK BAR LOCKING SHOWN ® ®� ® B'-0'TO 9'-10' 2 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL
I V-9' 2 SECTIONS 18'5 SECTIONS 21' - ALTERNATE TO 10'-0"TO 11'-10' _ _2 _ c m ri
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'-10' 3 °a d h 'S
12'=3' 7`SECTIONS-21" - - LOCKS SHOWN-ABOVE - - _ THESE DETAILS ARE NOT OF THIS APPROVAL. _ _ _ �
8'-0"TO 9'-10" 14'-0'TO 15'-t0'_ _-'-4= 5. A LOAD DURATION INCREASE IS USED IN DESIGN Of ANCHORS INTO WOOD ONLY. `o
12'-6' 6 SECTIONS 18'2 SECTIONS 21" ��� 15'-11 TO I6'-2' 5
DOOR WIDTHS
12'-9' 5 SECTIONS Jr FSONS
ONS 21" DOOR TESTED IN ACCOP.OANCE WITH THE REQUIREMENTS OF FLORIDA 0
13' 4 SECTIONS 18' ONS 21' BUILDING CODE,TAS-202,TAS-201 h TAS-203 FOR HVHZ AND
[:5'-
3 SECTIONS 18' ONS 21' ® MOM Q III III I� I� ISI ®� ASTM EI886EnOgr�JAV DEAHMA009 b
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5 SECTIONS 18" IONS 21'4 SECTIONS 18. ONS 21" I� _ 13 SECTIONS 18' IONS 21" III III ® Ifl III ® ® ® ® ® ®ISI III —�
2 SECTIONS IB'7 SECTIONS 21'
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_ 24 GA.STEEL PANEL- ,
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055'X 2-1/4"X 3/4'X 2- �_ I 0 0 m '
- -- CALV.STEEL U.BAR REINFORCING TRUSS
®BOTTOM OF PANEL TRUSS FASTENED TO I a 3 N
VERTICAL INTERMEDIATE STILES W/TWO I j A
J114 X 5/8"S.M.S.AND TO END STILE -k- C)
W/FOUR#14 X 3/4"SELF DRILLING S. (0• - - IoI3/16' POPRIVETS /i AT 4"O.C. c0
(6)FOR 21'STILES
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END STILE •024"STL. PANEL N Q J
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STEEL TRACK BRACKET FASTENED BY 'SCHLAGE SECURITY HARDWARE' ^'
TO WOOD JAMB WITH g 14 X 5/8"SMS 3/4"x 2'x 2-1/2"x.049"STEEL INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE -
5/16"% 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' E N
END STILE WITH (4)3/16'POP RIVETS
SOUTHERN PINE --- • - -—_--- - --------— 1-7 B"X 2-5 8"X 049"STEEL -— - --- -"--EDGE - __ +.-MIN.
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0.55 S. • CENTER STILE,GLUED AND RIVETED DISTANCE A) 2'MIN. EMBED INTO CONCRETE(3000 PSI MIN.) o i`-
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1 I I 4"MIN. EDGE DISTANCE INTO FILLED BLOCK - -
1-3/16"I in
CONCRETE V. J000 PSI MIN.
C-90 GROUT FILLED BLOCK I'm = 2000 PSI MIN. m
1.9"X2.19"X 3.3'X .0913' ANCHOR TYPE ORB ` 0u
STEEL TRACK BRACKETS I 1 1 1 1 (1)PER BRACKET O
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14 Ga.%2-1/e'% 1'(STANDARD) 1.82'DIA.% .50"STEEL ROLLERS(STD.) M 0 015 drawing no.
12 GA X 3-5/16'x 1-1/2"(OPTIONAL) 7/8"PUSHNUT 1.82"DIA. X.50"NYLON ROLLERS (OPTIONAL) q
FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 2.75"DIA. X.50"STEEL ROLLERS (OPTIONAL— OZ—Z 1
W/ 1/4TTE X M.S. TRUSS UT 2.75"DIA. X .50"NYLON ROLLERS (OPTIONAL)
SLOTTED .S.h LOCK NUT SECTION H-B WITH 5"STEM sheet 2of 5
POP RIVETSSUPPORT, 1-1/2"X 1/2"X 1/8"HORIZ.ANGLE r 1 m -
5/16"X 1-5/B"LAC SCREWS INTO WODD OR HORIZ.TRACK FOR DOOR HEIGHTS PTO 8 FT. � p
/ 2-3/4"X 5-1/2'X 3-%.104" - - 5/I6'SLEEVE ANCHORS CENTER SUPPORT REOD. ON DOORS WITHOUT INSULATION OR WINDOWS, m N
tIC// GALV.STEEL WITH 1-1/4"EMBED INTO MASONRY EXSEEDING 8 FT-IN HEIGHT 2-X 2"X 1/8'HORIZ.ANGLE 4Y N
OP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET II A — FOR DOOR HEIGHTS ABOVE 8 FT.OR -
FASTENED W/(6)111 14 X 5/8"S.M.S. II 1 DOORS WITH INSULATION OR WINDOWS Z w
SPOT WELDED TO HORIZ.TRACK p� m
14 GA.GALV,STEEL ADJUSTABLE WITH TWO WELDS AT 1-1/2'APART W
SLIDE FASTENED TO BRACKET 2-1/2"% 4-1/4'X 13 CA STEEL PLATES _J FIRST AT 3"O.C.,REST AT 9' IT I!FZ1
W/5/I6-18%3/4"HEX HEAD _ WELDED TO 1-1/2"X 1-1/2'% 14 GA ANGLE -- A CONNECTED TO FLAG BRACKET ANGLE Z
M.SCREWS&NUTS. FASTENED TO TRACK - -- W/3/8-16%3/4"BOLT&NUT O o
WITH (4) 1/4-20 SS. BOLT&NUTS -- HORIZ.TRACK LENGTH = OPENING HEIGHT PLUS 12" AND TO SPRING SHAFT GUIDE WITH
TOP BRACKET -
(STANDARD) TOP BRACKET (2) 1/4-20 X 5/8'BOLT&NUT
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(OPTIONAL -
LOW HEADROOM DOOR _) a
HORIZONTAL REINFORCEMENT �� 14 GA GALV.STEEL TRACK a R m o
1/2'X 1-3/4'X.058'FORMED STEEL VERTICAL TRACK Q IL.a Q o
GLUED TO PANEL AND FASTENED TO 2-1/8'X 1°X .080"
VERTICAL STILES WITH z'x s-t/Z"x .104" - I SECTION A-A
(2)3/16'POP RIVETS GALV.STEEL T Q 3 T✓' 6!
FASTENED W/(4)N 14 X 5/8"S.M.S. {�=
TOP ROLLER BRACKET FOR .J N
HORIZONTAL REINFORCEMENT LOW HEADROOM DOOR OPTION DOOR • SECTION HEIGHTS BRACKET PLACEMENTS Q
1/2'X 1-3/4"X.058'FORMED STEEL HEIGHT 1ST 2ND 3RD 4TH 5TH BI B2 B3 B4 85 B6 87 BB
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH - 6'-0" 18"18' 18° 18 N/A 1"TO 2"11-3/4" 23" 34" 45" 56"
_ (2)3/16"POP RIVETS 6'-6' 21 18 18"21"N/A 1'TO 2"11-3/4" 23" 34" 45" 56" -
5/16"MEETING RIB 7'-0" 21"21" 21"21"N/A 1"TO 2'11-3/4" 23" 34" 45" -
_ PLASTIC/STEEL ROLLERS F 7'-6" IB"18" iB' 1B" 18"1"TO 2"11-3/4" 23" 34" 45" 56" 67" 78-1/4"
�. 1.82'DUI.X.50' B'-0" 21"18' 18" 18" 21"1"TO 2"11-3/4" 23" 34 45" 56" 67" 78-1/4' TO
�W/.44 DIA X 4-1/4'STEM w g —SECTIONS ARE NUMBERED STARTING AT THE BOTTOM o Iii
_= FOR DOORS MORE THAN B FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. Lai n
OPTIONAL INSULATIONS: z¢ N
BY'DYPLAST PRODUCTS LLC' z o ¢!i
EPS-EXPANDED POLYSTYRENE a o °2 U= r
DENSITY- 1.05 PCF o m 1.9"X 2.19'X 3.3'X .090" / ' Z�.Vj
N.OA #11-0926.07 STEEL TRACK BRACKETS W w
OR �` 2-3/16"HIGH / 8 rn O I
ISO-25 POLY-ISOCYANURATE m CONNECTED TO TRACK WITH Of K
DENSITY-2.0 PCF ) 1/4"BOLTS&NUTS. 4o O 3 N
N.O.A.---- i11-0926.06 m _ O Z
OR
8Y'CELLOFOAM NORTH AMERICA' m / Ln W n
DENSITY= 1.0}pCF
N.OA #10-1129.04
OR N
BY'INSULFOAM LLC' O
DENSITY=0.92 PCF a
N.OA #14-0311.08 m
M /
m -
14 LE GALV.ING STEEL
ROVER HINGES FASTENED m w
(114X5/8'SMS
_ __---m- _._
MIN..024'ROLL FORMED STEEL PANEL
DRAWING QUALITY G-40 33
MIN.YIELD STRENGTH= 39 KSI # 3 c
-----`---WITH PRIMER AND BAKED-ON
POLYSTER PAINTED TOP COAT TRACK CONFIGURATION „o
- - - - _-- - -_APPLIED TO BOTH.SIDES OF-STEEL --- - - - - - -
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VERTICAL-LIFT JUGH-L1[ STANDARD LIFT -LOW HEADROOM
DOUBLE TRACK r�
12 CA.CALV.STEEL
BOTTOM BRACKET FASTENED AVAILABLE.TRACK OPTIONS
W/(4) (f 14 X 5/8"SMS
J/ Engr:JAMA AHMAD o
CIL PILODUCF RENEIVFD i
FLA.CPE 70592 �61�p�1f11y MilbeArl m. $ I
BOTTOM SEAL OPTIONS .AN. 38 Aaa�trL>tIW -O ,01 o c
SEE SHEET 5
L�
R � 1tiaa�e10� drawing no.
SECTION A—A 02-21
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES sheet Sof 5
3 4" REINFORCEMENT a "
IN. 1/2"X 1 TCEL X.OSB"
DGE FORMED STEEL T JI
DIST. 88% 1' N
i 1-1/2'MIN. SELF DRILLING SCREWS �f-- ..- 7 -
OR V SELF DRILLING SCREWS Z
I GE DIST. p I m 3/16"'RIVEX' STEEL RIVETS OR Q u
N p MULTIGRIP W/DOME HEAD 3/16"'RIVEX'STEEL RIVETS
3vpi w �o AT 48"O.C. MULTIGRIP W/DOME HEAD E"f '�
REINFORCEMENT
4"X.058" Q IY
/ FORMED STEEL
2BY 1/4'DUI.LAG SCREWS
` I 1 4'DIA LAG SCREWS p LL
AT 6"FROM ENDS 2BY SAT 6'FROM ENDS
WOOD BU I WOOD BU I
AND 15'O.C.MA%. I AND 15'O.C. MAX. P
I 1 V A ~
W'STRIP ADAPTER STEELW'STRIP ADAPTER Q a Q a
ALUMINUM �qp
1 RUBBER W'STRIPPING RUBBER W'STRIPPING ri
Q W3U N
asD LL z w_m
. � '� .oao J 0
R2�4 L�,�I LS.'J.J.a 700 348 Q W
�-
1,79D-- -¢ �
0
$OTTOM SEAL OPTION$
OPTION 'A' OPTION 'B
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN,) o
TOE INSTALLATION METHODS SHOWN ABOVE SHOWS 2%6 SYP WOOD BUCK ATTACHMENT N Q J
TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN IL
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. w
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE Z
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHOR SPACING o W
ANCHORS STRUCTURE__EMBED SPACING EDGE DIST. 03 u
3 8 HLC SLEEVE 9Y HILTI CONC. 1-1 4 8' 2' o d' ¢ N
J/8"CONFLEX BY 'ELCO' FILLED BLOCK 2" 8" 3-3 4" p
03
3 B'bYNABOIT BY'TIW' CONC. 1-1 2 8' 2-1 2 O Z
STEEL STRUCTURE BY OTHERS 3 8"POWER-BOLT BY POWERS' CONC, 2' 8" 2" o 'a
5/16"X 1-5/8' MUST SUPPORT THE LOADS IMPOSED 3 8 SLEEVE-ALL BY'SIMPSONS' CONC.- 1-1 2" _ 8" .3-
LAG
LAG SCREWS BY DOOR SYSTEM m
AT 12'O.C. CONCRETE Fc=3000 PSI MIN. Q N Q w
C-90 GROUT FILLED BLOCK Pm 2000 PSI MIN. N _
5/16"DIA BOLTS
WITH WASHER & NUT
WOOD BUCK CONNECTION TO MASONRY ° �Ar t2"D.C.MAX.
\>' EDGE 8
PRESSURE TREATED 2%6 SYP WOOD JAMBS WHICH SHALL OL ANCHORED TO 1 I I S
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH 1 �,
1/4 ULTRACON BY ELCO'WITH SPACING OF
- 12--O:C.INTO-GROUT-FILLED-BLOCK-WALLS WITH-2-1/4'-MIN-EMBED -- -- - - - -- -- - --- --- --— --- -- - - - " --- - --- - -p - - -
13"O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4'MIN.EMBED 1-1/4'X 2-1/2'X 14 GA
2-1/2"MIN. EDGE DISTANCE 11_1/p" 1-1/2' ~-CONT STEEL ANGLE 1-1/2"
- g
1/4"TAPPER BY'POWERS'WITH SPACING OF 12 GA DAILY.STEEL u o
11°O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2'MIN. EMBED FLAT BRACKETS t3"LONG 2-1/8'X I"% 14 GA. °'i_'r
13"O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN, EMBED _ 1/16'X 2-1/2' pT 12'O.C. IN DOOR OPNC. GALV, STEEL TRACK
3'MIN. EDGE.DISTANCE_ - _ - - FILLET WELDS- - - AT 18"D.C.ABOVE DOOR OPNG.- - FASTENED TO-TRACK_PLATES - - -
3/8"CONFLEX BY'ELCO'OR AT 12"O.C.MAX. / a n
CONNECTED TO CONT.ANGLE W/(2) 1/4-20X5 8 TRUSS HD.
W J SPOT WELDS AT EACH SIDE SLOTTED M.S. &LOCK NUT
3/B"LDT BY'ITW'WITH SPACING OF /() v
23"O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2'MIN.EMBED a g
3"MIN. EDGE DISTANCE ONTIN O AN• TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK m o B g
TO CONCRETE AND FI D B O K
3/8"HLC SLEEVE BY'HILTI'WITH SPACING OF
Emu BUCK TO STEEL
10"O.C.INTO GROUT FILLED BLOCK WAIL, 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 AHMAD PROD1/CF RENBWDD
PR P RAT10N OF JAMBS BY 0TH RS CML i $
FLA.PE 70592 �Ofl w4L Ihet Fkdh o I
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY C.A.N. 538 ,
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED rp4lot Na 4� s I
B7 DOOR SYSTEM. v S lJ 5
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY (drawing no.
BUILDING OFFICIAL UPON INSPECTION. 2015 111roSLL4Cq� _ 02-21.1_ n A 1
MAXIMUM EXTERIOR(+) LOAD PER JAMB = (16.16'X 62 PSF)/2= 291 Lbs per FI. G ,1 UL G I J
MAXIMUM INTERIOR(-)LOAD PER JAMB = (16.16' X 44 PSF)/2 = 355.5 Lbs per FL. sheet 4of 5
L
.SOD 250
PLASTIC
e
* PLASTIC COMPLIES WITH I 4, _
DOOR PANEL CHAPTER 26 OF FBC
_ I
24 GA.(:024)STEEL MIN. —- - -SEE--EVIDENCE PAGE Z
.1.765 1.725 Q
CL
N
7/16"DIA.WASHER 0 d .o0.
1.144 a
0t a
1. y8 x 3/4'SMS 21 3/4° I L 0 G M
®3/8'FROM ENDS Mme• .176 F� F�.800 ¢y M
A AND 7"D.C.MAX. WOW.WIDTH 0 IL<p
_ * EXTERIOR FRAME * INTERIOR FRAME 0 a
I Iw 18 1/8" RIGID PVC ONE PIECE INJECTION RIGIO PVC ONE PIECE INJECTION
I l (4)#8%3/4°SMS MAX.
I Il l� ll ® 1-3/a"FROM ENDS J D.L.O.
AND 6-1/2'O.C. MAX. d, g c o j Z M Q
L(
I
A
C i/. /. �p1 S /. C' o.175
175 X .062 DEEP •, „
I l I GROOVE
I,II 1/4"POLYCARBONATE LEXAN 4• E �' :� I�i LLI M
I BY'SABIC INNOVATIVE PLASTICS'
IIII NOA 113-0717.01 r1 ''" y
Q LL
LL
K I I ll
Ld
Er
o J I I l / •/ I o 3 Q m
I \ - ----- 0 (7 N
I 0Z
IIII
.175 X.062 DEEP
II,I GROOVE m E
(4) #8 x 3/4"sms INSIDE ELEVATION
m 1-J/a°FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS m z z z
AND 6-1/2'Q.C.MAX. -
_ _-.- _ WINDOWALOCATION-IN DOOR-SECTION
- I C LITES CAN BE IN ANY - -
O d8 X 3/4"SMS
A 3/8"FROM ENDS .175 x .062 DEEP •• - n
I j AND 4-1/2"O.C.MAX. GROOVE o w
qa X 3/4"SMS
0 3/8"FROM ENDS
AND 7'O.C.MAX. -- - c -
_ En9r:JAVAO AHMAD PRODUCT ABNFWF.D o
CIVI
with
7/16"DIA WASHER - - - - - - - - - - - - - - - - FLA.FNE#L705 2 BdIdY� W + l
��\ _ CAN.3538 Ao0lPI�IOE ND "ft0 - V.
DOOR PANEL EXTERIOR BY
O
24 GA. (.024)STEEL MIN. awln no.
DOOR PANEL 15/16"MIN. D.L.OPG. dr
r SS Rewe01l.�11� 9
24 GA.(.024)STEEL MIN. GLAZING BITE
21
wlNDow WIDTH
02-
sS
heet of 5