HomeMy WebLinkAboutProduct Approval l
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MIAMI-DADS 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.miamidagL.gov/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-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 PSI)
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 l 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 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 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.
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
MIAMI•DADECOUNTY Expiration Date:July 21,2020
!s Approval Date:April 23,2015
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1027
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 11/07/2014,sheets 1 through 5 of 5,prepared by Al-
Farooq Corporation,signed and sealed by Javad Ahmad,P.E.
B. TESTS "Submitted under NOA #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-TO78,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.
6 i41V K
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 AI-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. I1-0926.07, 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 CeIlofoam 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 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. Statement letter of code conformance to the 51 i edition(2014)FBC and no financial interest
issued by AI-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E.
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"X 18 GA. PUSH NUT TOP FIXTURE 5-1/2"X 2-3/4"X 0.1" m
GALV. STEEL CENTER HINGE 0STEEL PLATE WITH ONE 5/16-18 MS W/ NUT OPTIONAL DOOR VIEWER �� o
0 W/ (4) #14 X 5/8"SMS / \``7 -FASTENED TO END STILE WITH TO BE INSTALLED AT N
WITHOUT DELRON SLEEVE(STD.) (6) #14 X 3/4"SELF DRILLING SCREWS ANY CENTER STILE I
p 7-1/2"X 3"X .071"GALV.STEEL4_ 00 1 SEE SHEET 3 FOR TOP BRACKET OPTIONS m i
ENO ROLLER HINGE II 00 1 CENTER STILES Q T Itwj
W/(6) #14 X 5/8"SMS i SEE SCH• 'A' r A W aq
WITHOUT OELRON SLEEVE (STD.) N ¢
0WITH OELRON SLEEVE(OPTIONAL) `7 p -- - - ---- '- Q f N O
7-1/2'x 2-1/4"x.071' `�'��___ _ Q'o o
GALV. STEEL CENTER HINGE LOCK -- --- I— O g
o WI(4) N14 X 5/8'SMS _2/DOOR` \�.\ -
WITH DELRON SLEEVE (OPT;
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CENTER HINGE STANDARD LUCK
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SPRING LOADED SLIDE BOLT 2"(BOTH SIDS ix y10
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MIN. LOCK ENGAGEMENT `� [ ----'-_- --- `-- —- __ -_ - I—1 °o woo w
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CONFORMS TO SECTION 1008 REGARDING - VIII IIIII;II ��II1(IIII ILII ---- / ---- V J --- __ l� '— _ J = x u'?cNv
GARAGE DOORS `ISI -�J - o€ Q w"1 f
.158 DIA.GALV.AIRCRAFT TYPE
CABLE&NICO-PRESS SLEEVE �`� �'+ p B _ f, -. f, I B
W/MIN. 5 TO 1 SAFETY FACTOR i+ 1 i \`7 ----- ------ - _ _,—_ - - 1—� o
2-3/4'W X 5-5/8'H X .090"THK.11 1 X11 r -- �_ _ = _ #--_ ' c3
STEEL PLATE, 1-3/8"DEEP
WITH (3) #14X 3/4" .LJ �` -— ----- 1
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SELF DRILLING SCREWS
`BRACKET+ ` BRACKET a
STD. LIFT DOOR LOW HEADROOM I N W
70 L g OF 8"X DOOR OPTION 3-1 8'X.010" — I _— __—_ I CO w e
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DOOR 'U'OARS AT
HEIGHT CONSISTS OF EACH DOOR 7-7 ` W �01 m
I I OPTIONAL VENTS I Of Of
6'-6" 2 SECTIONS IB'12 SECTIONS 2i' STEEL PLATE (3) 5"WIDE AT 7.O.C. MAX. OPTIONAL FLUSH FACE o O;< N
6'-9' 1 SECTION 78' 3 SECTIONS 21' WITH (4) #14 X 3/4'SDS OPNC. AREA NOT TO EXCEED 120 SO. IN. MAX. DOOR WIDTH WOOD GRAIN DESIGN L--A � O Z '
T 4 SECTIONS 21'- --'------ 16'-2" __—. B p U1 Q
7'-6" 5 SECTIONS 18'1- CENTER STILE INSIDE ELATION DAB DOORS INC. 4 N a W
T-9' 4 SECTIONS 18*11 SECTION 21' Hurricane Master®Model 824/811 N �—x
OUTSIDE RAISED PANEL EMBOSSED DOOR _
8' 3 SECTIONS 16'2 SECTIONS 21" $120 18'-2' x 18'-D" High
8'-3' 2 SECTIONS 18'3 SECTIONS 21'
HANDLE END STILE _ With Window Lite Option �
8'-6" 1 SECTION 18' 4 SECTIONS 21" 4 #14 X 3/4"SELF DRILLING SCREWS MAY BE USED -
e'-9' 5 SECTIONS 21'- IN DEU OF X14 X 5/8 SMS - ...nr.-mu•�
9' 6 SECTIONS 18'- _ LOCK BAR GUIDES - ------ DESIGNS PRESSURE RATING = +' 36:0'PSF
9'-3' 5 SECTIONS 18"1 SECTION 21" INSTALLED ON END STILE ---- 4.0 PSF LL Zt
9_-6' 4 SECTIONS IB'2 SECTIONS 21' o WITH (4) #14 X 5/8"SMS THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT GENERAL NOTES
9'-8" 3 SECTIONS 18'3 SECTIONS 21' c'o
10' 2 SECTIONS 18'4 SECTIONS 21' �! 4 1ST X.6W LOCK BAR 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE o
f0'-3' 1 SECTION 18' 5 SECTIONS 21' ENGAGES IN TRACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBG)FIFTH EDITION(2014)
10'-6' 6 SECTIONS 21"- ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). u
CENTER STILES SCHEDULE'A' H a
10'-9- 5 SECTIONS 18.1 SECTION 21" OUTSIDE K��p����LOCH 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. m. Q i i
11' S SECTIONS 18'2 SECTIONS 21" CENTER STILES CONFIGURATION ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
11'-3' 4 SECTIONS 18'3 SECTIONS 21' OPTIONA4NAL � DOOR WIDTHS OF CENTER STILES DRESSING OR STUCCO. p
11'-6" 3 SECTIONS 18'4 SECTIONS 21' LOCK BAR LOCKING SHOWN ® � I 8'-0'TO W-10" 2 _ 3. ALL BOLTS,NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. ••
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'-10' 3 THESE DETAILS ARE NOT PART OF THIS APPROVAL.
12'-3' 7 SECTIONS 21'- LOCKS SHOWN ABOVE ��8'-0'TO 9'-1OTO 9•_IO• 14'-0'TO 15'-10' 4 •S o S'='o'
12'-6' 6 SECTIONS IB'2 SECTIONS 21" DOOR WIDTHS 15'-11'70 16'-2' S
5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. o
-
12'-9' S SECTIONS JB'3 SECTIONS 21' DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA 0
13' 4 SECTIONS 18'4 SECTIONS 21' BUILDING CODE,TAS-202,TAS-201 k TAS-203 FOR HVHZ AND
13'-3' 3 SECTIONS 18'S SECTIONS 21' ® ASTM E1886-05/ASTMAD A99MAA909. - o
IJ'-6' 2 SECTIONS 18'6 SECTIONS 21' I�'U �-'I ' __ o
13'-9' 1 SECTION 18' 7 SECTIONS 21' CML PRODUCT RENEIYm
�10'-0`TO 11'-10� 14'-0"TO 15'-10��
I4' 8 SECTIONS 21"- FLA.PE 0 70592 roc�6�I+hll�ilarife $ -•
I-� CA.N. ]8 .. •.
14'-3" 6 SECTIONS 18.3 SECTIONS 21' " old •. 8 n
14'-6' S SECTIONS 18'4 SECTIONS 21' DOOR WIDTHS DOOR WIDTHS /1ppWarp6 Np/ .Or u o
14'-8' 4 SECTIONS 18'5 SECTIONS 21'
16' 3 SECTIONS 18'6 SECTIONS 21" ® l III III —�
15'-3' 2 SECTIONS 1W7 SECTIONS 21' Byp�� d drawing no.
15'-6' 1 SECTION IR" 8 SECTIONS 21• -
f5'-9' 9 SECTIONS 21'- 12'-0'TO 13'-10"___-- �15'-11'TO 16'-2"
16' 16 SECTIONS 18-14 SECTIONS 21' DOOR WIDTHS DOOR WIDTHS sheet 7 of 5-�
24 GA.ST6,-j
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VERTICAL INTERMEDIATE STILES W/TWO _ _ ! {y Z(A=o
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STEEL TRACK BRACKET FASTENED BY 'SCHIAGE SECURITY HARDWARE' "�
TO WOOD JAMB WITH 1 14 X 5/6'SMS 3/4"X 2"X 2-1/2"x.049'STEEL INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE o
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 LYE LEVEL
HEX WASHER HEAD TYPE A 1/2"X 1-3/4"X .058'FORMED STEEL SEE DETAIL ABOVE U G
ONE PER BRACKET GLUED TO PANEL AND SECURED TO ANCHORS AT TRACK BRACKET: N
TEND STILE WITH (4) 3/16'POP RIVETS
SOUTHERN PINE - • 1-7/6"%2-5/8° %.049"SiEEI. EDGE
J /8'DOL POWER-BOLT BY'POWERS' F €
'n DISTANCE `I A) 2" MIN. EMBED INTO CONCRETE (3000 PSI MIN.) o F
0.55 S. <� -CENTER STILE,GLUED AND RIVETED °, W
TO PANEL W/ (4)3/16"RIVETS 2"MIN. EDGE DISTANCE dd Yi';;"
a1- MIN. POP HNETS \°'. 1_3/i6� ,3/8'De H C SLEEVE BY 'HILTI' H W u u
R 14 X 5/8"S.M.S.
DIST. I 4/HINGE I °."b°, B) 1-1/4"MIN. EMBED INTO CONCRETE OR FILLED BLOCK w o b o
J 2-1/4"MIN. EDGE DISTANCE INTO CONCRETE
I I 4" MIN. EDGE DISTANCE INTO FILLED BLOCK
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I I-3 16'I CONCRETE f'c = 3000 P51 MIN.
L C-90 GROUT FILLED BLOCK I'm = 2000 PSI MIN.
1.9"X 2.19"X 3.3"X .090" ANCHOR TYPE A OR B
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S1EEL TRACK BRACKETS I I I I 1 (1)PER BRACKET
SEE SHEET 3 FOR SPACING SEE SHEET 3 FOR BRACKET SPACING
Engr.JAVAD AHMAD I i
I 1 CM !*0DUCi RETJEIVFD i
FLA.PE 70592 � yMRNMAililaWs $ I QQ
1/4-20 55 BOLT CA.N. 38 By o' v` L
7-1/2"x .oso" INTERIOR SIDE .071" & Nur !b
GALV.STEEL END ROLLER HINGE
STEEL TRACK CENTER HINGE
14 GA.X 2-1/8'X 1"(STANDARD) 1.82"DIA.X .50' STEEL ROLLERS (STO.) A0 015 BY Rotcu M-M
12 GA X 3-5/16"X 1-1/2"(OPTIONAL) 7/8"PUSHNUT 1.82" DIA. X .50"NYLON ROLLERS (OPTIONAL)FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 2.75"DIA. X.50'STEEL ROLLERS (OPTIONAL)—
W/1/4-20 X 5/8°TRUSS HD. 2.75"DIA. X .50"NYLON ROLLERS (OPTIONAL)
SLOTTED M.S. &LOCK NUT SECTION B-B WITH 5"STEM sheet 2 of
POP RIVETS 1-1/2-X 1/2-X 1/8'HORIZ.ANGLE u
5/16-X 1-5/8-LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT. FOR DOOR HEIGHTS UPTO 8 FT.
5/16-SLEEVE ANCHORS CENTER SUPPORT REaO. ON DOORS WITHOUT INSULATION OR WINDOWS,
2-3/4-X 5-1/2-X 3-X.104'
GALV.STEEL WITH 1-1/4" EMBED INTO MASONRY EXREEDING 8 FT. IN HEIGH 2-X 2 X 1/8-HORIZ.ANGLE
OP ROLLER BRACKET ON EACH SIDE 3 A FOR DOOR HEIGHTS ABOVE 8 FT.OR
FASTENED W1(6) 1 14 X 5/8-S.M.S. PER BRACKET TO HORIZ.TRACK z
DOORS WITH INSULA71ON OR WINDOWS
SPOT WELDE
WITH TWO WELDS AT 1-1/2-APART
14 CA.CALV.STEEL ADJUSTABLE 2-1/2"X 4-1/4'X 13 GA.STEEL PLATES A--J COFIRST AT 3.O.C..REST AT 9"D.C.
SLIDE FASTENED TO BRACKET
W/5/16-18 X 3/4-HEX HEAD WELDED TO 1-1/2-X 1-1/2-X 14 GA.ANGLE NNECTED TO FLAG BRACKET ANGLE
FASTENED TO TRACK W/3/8-16 X 3/4- NUT 0 o-
M.SCREWS&NUTS. /__ -_ HT PLUS 12' BOLT E
WITH (4) 1/4-20 SS. BOLT& NUTS HORIZ.TRACK LENGTH OPENING HEIG AND TO SPRING SHAFT GUID WITH
TOP BRACKET L 1 (2) 1/4-20 X 6/8"BOLT N
(STANDARD) Top BRACKET
(OPTIONAL) -t
LOW HEADROOM DOOR
4 EEL TRACK 0
HORIZONTAL REINFORCEMENT ICAL TRACK m
It
1/2-X 1-.3/4-X.058-FORMED STEEL VERT,, .080_111 0
GLUED TO PANEL AND FASTENED TO 2-1/8"X X 0 0�2
SECTION A-A 0 9:
VERTICAL STILES WITH 0
2-X 5-1/2-X .104' It
(2)3/16'POP RTVETS w
GALV.STEEL w
FASTENED W1(4)111 14 X 5/8-S.M.S. .0
TOP ROLLER BRACKET FOR KID-.
LOW HEADROOM DOOR OPTION SECTION HEIGHTS BRACKET PLACEMENTS
I IORIZONTAL REINFORCEMENT DOOR
1/2-X 1-3/4-X.058-FORMED STEEL HEIGHT iST 2ND 3RD14TH15THI 81 1 82 B3 I B4 I B5 136 87 1 B8
GLUED TO PANEL AND FASTENED TO 6'-0" 18"18" j8' 18"N 1"TO 2"11-3 4 2.)' 34 45 56 6
VER CAL STILES WITH
( 3/16"POP RIVETS 6-6" 21" 18" 18"21"_N/A 1"TO 2"11-3/4" 23' 34" 41' 67"
2) 7'-C" 21"21" 21"21"N/A 1" 10 2"11-3/4" 23" .34"" 45" 56" 67"
5/16-MEETING RIB - - jw j_F T To_r 11-3/4" 23- 34" 45" 56" 1 67" 178-il/4"
PLASTIC/STEEL ROLLERS - - /4", co
1 82" DA X .50' 8'-0" 21" 18' 18" 18" 21"1"TO 2"11-3/4-L 23 34
1--l-WI.44 DLA. X 4-1/4"STEM ED 0 —SECTIONS ARE NUMBERED STARTING AT THE BOTTOM
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FOR DOORS MORE THAN 8 Fr. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"D.C.
OPT!O
BY B=ULATIONS:
PRODUCTS LLC' 0 (3
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ISO-25 POLY-ISOCYANURATE CONNECTED TO TRACK WITH Of
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DENSITY- 2.0 PCF o
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BY'CELLOFOAM NORTH AMERICA' In LFO!
DENSITY= 1.03 PCF 4:LC
N.O.A. #10-1129.04
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OR
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.... DENSITY=0.92 PCF
N.OA 914-0311.08
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ROLLER HINGES FASTENED
W/(6) # 14 X 5/8"SMS
MIN..024"ROLL FORMED STEEL PANEL
DRAWING QUALITY G-40
MIN.YIELD STRENGTH= 39 KSI
WITH PRIMER AND BMED-ON
POLYSTER PAINTED TOP COAT TRACK r
APPLIED TO BOTH SIDES OF STEEL ONFIGURATIO
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S
BOTTOM BRACKET FASTENED AVA
W/(4) # 14 X 5/8'SMS E.gr:JAVAD AHMAD
CIAL PRODUCTRIENIEV"
FLt..APE.N0592 0 C=Oyt%"ith dle F10"
+, A.W.No Y-11 " "'I
'OT'O SEAL OPTIONS N 38 Wk
'SEE SMEET 5
RQ
B, ing
By
SECTION A- m woom CROW 1702-21
SEE SHEET 2 FOR LOCATION — 01
OF REINFORCING TRUSSES I 9i
MEN
4 X <
/2 '1 X.058'
MC- FORMED STEEL
DGE is X I-
DIST. SELF DRILUNG SCREWS
1-1/2' MIN. OR SEL Fy DRILLING SCREWS z
l,DGE DIST, 3/16''RIVEX'STEEL RIVEfs_\ OR 0
MULTIGRIP W/DOME HEAD 3/16-'RiVEX STEEL RIVETS
AT 48"D.C. MULTIGRIP W/DOME HEAD
AT 48'D.C. r IL
N 0
REINFORCEME 0
1/4-DIA.LAG SCREWS DIA.LAG SCREWS FORMED STEEL IL
,-AT 6"FROM ENDS 2BY OU AT 46.FRO M ENDS 0:0
A 1 MAX. woo 0
ND 5"D.C. MAX. AND 16"D.C. MAX. 1/2-X 1-3/4'X.058� Q
W-STRIP ADAPTER--- W'STRIP ADAPTER a OR MR 0.
ALUMINUM STEEL 0 IL< N
c)ca r.
RUBBER W'STRIPPING RUBBER W'STRIPPING 2'�0
w
LLI 0 0
Ln
.348
1.750---- I.790--T__T L
OPTION 'A' OPTION V BOTTOM SEAL OPTION
WOOD RUCK CONNECTION TO WOOD SUBSTRAT (WOOD SPECIFIC GRAVfrY SG=0.55 MIN.)
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT tj
TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. (3
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE K I--cn
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. - ANCHOR SPACING
3'1 L
gA'l
kNCHDRS I STRUCTURE I EMBE JSPA�ING AEDGE
IS _D'ST'
jSL -Y. '. - Of w
'HILI r 11 2
U_ tj -
3/8,C Co t OCR 8. Ez! 0 <
8-D' 1-1(2- 8" 2_I z
: ET ly C,
STEEL STRUCTURE BY OTHERS 3 8 POWEN:11.�0.11 POWERS- CONC:_I 2 �. B'
By'SiMPSONS-1
5/16-X 1-5/8- MUST SUPPORT THE LOADS IMPOSED a 8 SLEEVE-ALL CONC. 1 1-1/2 8. in o'L
LAG SCREWS BY DOOR SYSTEM
A /7 CONCRETE F'c= 3000 PSI MIN.
T 12'D.C. C-90 GROUT FILLED BLOCK I". -2000 PSI MIN.
DIA.BOLTS
5/16
WITH WASHER&NUT
WOOD BUCK CONNECTION TO MASONR AT 12"O.C.MAX. EDGE DIST.
P ESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO
R
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH 20110 ZPSIMIN,
6
1/4'ULTRACON BY'ELCO'WITH SPACING OF
1 2"D.C.
1,3.D.C.INTO GROUT FILLED BLOCK WALL,WITH�-11/4"MIN. EMBED X 14 CA
NTO 3000 PSI CONCRETE.WITH 1-3/4 MIN.EMBED 2-1/2 1-1/2"
2-1/2"MIN.EDGE DISTANCE I-"1/2- _'CO STEEL ANGLE
TAPPER BY'POWERS' WITH SPACING OF _F12 GA.GALV. STEEL
OC INTO GROUT FILLED BLOCK WALL,WITH 1-1/2'MIN. EMBED LAT BRACKETS ±3'LONG X I"X 14 GA.
13"O'C'INTO 3000 PSI CONCRETE.WITH 1-3/4"MIN.EMBED 1116-X 2-1/2' AT 12 D.C. IN DOOR OPNG. STEEL TRACK
WE
3'MIN. EDGE DISTANCE FILLET ELDS AT 18:D.C.ABOVE DOOR OPNC. FASTENED TO TRACK PLATES >:
AT C.MAX. W/(2) 1/4-2OX5/8-TRUSS HD.
12 O.0. CONNECTED TO CONT.ANGLE
3/8'CONFLEX BY'ELCO'OR W/(3)SPOT WELDS AT EACH SIDE SLOTTED M.S.&LOCK NUT
3/"LOT BY'ITW'WIPTH SPACING OF q,
23�D.C.INTO 3000 Sl CONCRETE,WITH 2-1/2-MIN.EMBED
3"MIN. EDGE DISTANCE REVERSE TRACK CONTINUOUS ANGLE IRACK
3/!-KLC'SLEEVE BY'HILTI'WITH SPACING OF TO STrE 2
10 D.C. NTO GROUT FILLED BLOCK WALL.WITH 1-1/4-MIN. EMBED, 4"MIN.EDGE DIST.
15"O.C.MINTO 3000 PSI CONCRETE.WITH 1-1/4-MIN.EMBED AND ALTERNATE TRACK INSTALLATION
2-1/2" IN.EDGE DISTANCE
E�g,;JAVAD AHMAD
CML PRODUCT RENEWED
PREPARATION OF JAMBS BY 03HER FLA.PE t 70592 -ft tM Fluift 8 1
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY C A.N. 538 B code
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED
By DOOR SYSTEM.
FOR 00OR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
drowing no
LOING OFFICIAL UPON INSPECTION.
RECORD.DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY By
BUI I'
MAX:MUM EXTERIORW LOAD PER JAMB: (16.16'X 62 PSF)/2 291,,Lbs,per,Ft.
MAXIMUM INTERIOR(-)LOAD PER JAMB (16.16- X 44 PSF)/2 355. Lb p� Ft. 'C.hj.t 4-f
.zso V
PLASTIC COMPLIES WITH .so0
DOOR PANEL CHAPTER 26 OF FBC m
24 GA.(.024)STEEL MIN. SEE EVIDENCE PAGE Z o
w
O
N
1.765 1.725 FQ d n
N
0 5
7/16'DIA.WASHER Q
1.144 ILy
rI 0O u!
0
#8 X 3/4'SMS 21 3/4" V
1 I 11 II l MAX. F�.800 dC IL0 3/8"FROM ENDS 176
A AND 7"O.C.MAX. WOW.WIDTH
D
{U * EXTERIOR FRAME * INTERIOR FRAME 19N -0
I w 18 1/8' RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION 0: '
1 IIII , 1\ (4)#8 X 3/4"SMS `v s o MAX. a W to_o
I;III II ` ® 1-3/8"FROM ENDS {L Z m S
IIII I AND 6-1/2"O.C. MAX. o '+I J(7(M(V4_Q ,
l i l'I t _ I a 3 o I —__.___._ --_ _— '-_ - Q W•i^t I
Lc
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IIII A O LpI G
:III 175 X.062 DEEP p: 1 RN % Ir
IIII GROOVE
G . O
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IIII 1T . POLYCARBONATE PLASTICS'
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Y •/ Eil ED
,III GRODVE
(4) A8 X 3/4"SUS INSIDE ELEVATION
i, 0 1-3/8"FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS d L V z z
I II, I AND 6-1/2"D.C.MAY. WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
O I 8 X 3/4"SMS C
®3//e"FROM ENDS .175% .062 DEEP iil _
B i I AND 4-1/2"O.C. MAX. GROOVE m 7In
N
o_
vo^o8=8
0
R8 X 3/4"SMS
i
®3/8"FROM ENDS
AND 7O.C.MAX.
En9r:JAVAO AHMAD PRODU6f A6NEWIED c
CIV
7/16'DIA WASHER - -_- - - - - - - - - - - - - - FLA.PE L 70592
B011Aiy Cbde � i I s
`\� -_ CAN.3538
AND
v
DOOR PANEL
24 GA. (.024)STEEL MIN. EXTERIOR
By
DOOR PANEL 15/16'MIN. D.L.OPG. drowi0
24 GA. (.024)STEEL MIN. GLAZING BITE 02-21
WINDOW WIDTH
sheet 5of 5
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(2) of the 5th Edition FBG Residential
COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE [PSF]
7160 EXPOSURE-B 9'x 7' Door=+24.3 -27.5
❑160 EXPOSURE IB 16'x 7' Door=+23.3 -26.0
❑160 EXPOSURE C 9'x 7' Door=+29.5 -33.3 (1 story and max 15'
z�ZQ1"SO-EXPOSURE 0-16'X-7'-oOoor 7+28:2=31-5 mean roof height)
❑160 EXPOSURE C 9'x 7' Door=+34.1 -38.5 (2 story and max 30'
7160 EXPOSURE C 16'X 7' Door=+32.7 -36.4 mean roof height)
❑160 EXPOSURE D 9'x 7' Door=+35.8 -40.5 (1 story and max 15'
M1 60 EXPOSURE D 16'x 7' Door=+34.3 -38.3 mean roof height)
❑160 EXPOSURE D 9'x 7' Door=+40.4 -45.7 (2 story and max 30'
F-11 60 EXPOSURE D 16'x 7' Door=+38.7 -43.2 mean roof height)
❑150 EXPOSURE B 9'x 7' Door=+21.3 -24.1
❑150 EXPOSURE B 16'x 7' Door=+20.4 -22.7
❑150 EXPOSURE C 9'x 7' Door=+25.8 -29.2 (1 story and max 15'
❑150 EXPOSURE C 16'x 7' Door=+24.7 -27.5 mean roof height
❑150 EXPOSURE C 9'x 7' Door=+29.9 -33.8 (2 story and max 30'
7150 EXPOSURE C 16'x 7' Door=+28.6 .-31.8 mean roof height)
❑150 EXPOSURE D 9'x 7' Door=+31.4 -35.5 (1 story and max 15'
❑150 EXPOSURE D 16'x 7' Door=+30.0 -33.4 mean roof height)
❑150 EXPOSURE D 9'x 7' Door=+35.4 -40.1 (2 story and max 30'
❑150 EXPOSURE D 16'x 7' Door=+33.9 -37.7 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#
I
I