HomeMy WebLinkAboutProduct Approval MiAMI.DADE 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.inlainidade.gov/pera/
DAB Door Company,Inc.
12195 NW 98'h 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:Hurricane Master®Model 824/811 Steel Sectional Garage Door 16'-2"Wide x 16'-
0"High with Window Lite Option
APPROVAL DOCUMENT: Drawing No.02-21,titled"24 GA.Roll Formed Steel Sectional Garage
Door',dated 09/10/2002,with last revision G dated 10/13/2011,sheets 1 through 5 of 5,prepared by AI-
Farooq Corporation,signed and sealed by Javad Ahmad,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.
MISSILE IMPACT RATING: Large and Small Missile Impact R istant
LABELING: A permanent label with the manufacturer's name or nufacturing address,model/series
number,the positive and negative design pressure rating,indicate i pa d if applicable,installation
instruction drawing reference number,approval number(NOA),the a test standards,and the
statement reading`Miami-Dade County Product Control Approved' is e d 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 bee fled a ere 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 vis* r change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an en or en any product,for
sales,advertising or any other purposes shall automatically terminate this NOA.Failure to co ly w' 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, Florid a wed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then be done
in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manaturer or its distributors and
shall be available for inspection at the job site at the request of the BuildAg ofrkai. rn
This NOA revises NOA#11-0414.12 and consists of this page 1 Wn?,a ncges E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera�P .C
o NOA No.12-0110.14
�+ piration Date:July 21,2015
MIAMFDADBCOUNTY
/, r proval Date:March 1,2012
lo!'k-
I2o 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 G 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#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 #05-0228.02"
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 07/15/03, 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
07/15/03,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. RETI 03-T078,dated
10/31/03, 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.
�raz-
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 12-0110.14
Expiration Date:July 21,2015
Approval Date:March 1,2012
E-1
DAB Door Company.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS "Submitted under NOA #11-0414.12"
1. 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.
2. 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 Permitting,Environment, and Regulatory Affairs (PERA)
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. 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 11/10/20f 1 and expiring on
01/11/2017.
"Submitted under NOA # 05-0228.02"
1. 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.
2. 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.
3. 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 Ahm d,P.E;2012.D 23
Carlos M. rera,P.E.
Product Control Examiner
NOA No.12-0110.14
Expiration Date:July 21,2015
Approval Date:March 1,2012
E-2
PUSH NUT TOP FIXTURE 5-1/2"X 2-3/4•X 0.1"
1P 7-1/2"X 3"X 071" _ STEEL PLATE WITH ONE 5/16-18 MS W/NUT OPTIONAL DOOR VIEWER {� o
o GALV. STEEL END ROLLER HINGE - FASTENED TO END STILE WITH TO BE INSTALLED AT M N
W/(6) #14 X 5/6"SMS m (6) #14 X 3/4"SELF DRILLING SCREWS ANY CENTER STILE n
SEE SHEET 3 FOR TOP BRACKET OPTIONS o
m 7-1/2"X 2-1/4"X 18 GA. Z m
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GALV. STEEL CENTER HINGE CENTER STILES O� q
W/(4) #14 X 5/8"SMS � SEE SCH. 'A' r_A
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I"W X.15 THK. LATCH 1 �
SPRING LOADED SLIDE BOLT LOCK(BOTH SIDES) m O'd m C
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t- .� In 1:3, 1:3 13BsoCf
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FASTENED W/(4) x/14 X 1/2"S.M.S. � '5/8" MIN. LOCK ENGAGEMENT CONFORMS TO B _ o' a N
FBC 1012 REGARDING GARAGE DOORS S i S Y.Z m n
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CABLE&NICO-PRESS SLEEVE o
W/ MIN. 5 TO 1 SAFELY FACTOR o�Z�1 I N
2-3/4"W X 5-5/8"H X.090"THK. --
STEEL PLATE, 1-3/B"DEEP_
WITH (3) #14 X 3/4" fl m Al
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SELF DRILLING SCREWS
BRACKET BRACKET
¢�
STD. LIFT DOOR LOW HEADROOM
DOOR OPTIQN i I Z Z
DOOR o 8 00
HEIGHT CONSISTS OF 7-7/8"X 3-1/8"X .010" / NT
5'-6" 2 SECTIONS 18"2 SECTIONS 21" STEEL PLATE OPTIONAL VENTS OPTIONAL FLUSH FACE I O 3 .
e'-9' 1 SECTION 18" 3 SECTIONS 21" WITH (4) #14 X 3/4"SDS WOOD GRAIN DESIGN L"—A 0 Z
7' 4 SECTIONS 21"- (3) 5"WIDE AT 7"O.C. MAX. p
7'-3' - - ONG.AREA NOT TO EXCEED 120 SQ. IN. it In
MAX. DOOR WIDTH
7'-6" 5 SECTIONS 18'- CENTER STILE m m
'-2
7'-9' 4 SECTIONS 18'1 SECTION 21"
8' 3 SECTIONS 18"2 SECTIONS 21" OUTSIDE DAB DOORS INC. N p
B'-J" 2 SECTIONS 18"3 SECTIONS 21° HANDLE END STILE INSIDE ELEVATION Hurricane Moster®Model 824/811 0
S'-8• 1 SECTION 1B' 4 SECTIONS 21" RAISED PANEL EMBOSSED DOOR Max. Size 16'-2" X 16'-0" High
W-9' 5 SECTIONS 21"— With Window Lite Option
9' B SECTIONS 18"- LOCK BAR GUIDES g
W-3" 5 SECTIONS IB"1 SECTION 21'
INSTALLED ON END STILE IS
9'-6" 4 SECTIONS 18"2 SECTIONS 21" WITH a DESIGN PRESSURE RATING .+ 36.R-PSI
9'-9" 3 SECTIONS 18"3 SECTIONS 21° O X14 X 5/8"SMS 8
" Q THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT _ y---`44.0—PSF--
c g H
10' 2 BECKONS 18°4 SET`KONS 21' 18T% .BW LOCK BAR
10'-3' 1 SECTION 18' 5 SECTIONS 21' ENGAGES IN TRACK GENERAL NOTES e
10'-8' B SECTIONS 21"- ON EACH SIDE OF DOOR - o u
10'-9" 0 SECTIONS 10"1 SECTION 21" STILES SCHEDULE'A' 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE y
11' 5 SECTIONS 18"2 SECTIONS 21" OPTIONAL CENTER STILES CONFIGURATION REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING Zi
11'-3° 4 SECTIONS IB"3 SECTIONS 21" OUTSIDE KEYED LOCK DOOR WIDTHS ®OF CENTER STILES HIGH VELOCITY HURRICANE ZONE
11'-8' 3 SECTIONS 18'4 SECTIONS 21' LOCK BAR LOCKING SHOWN ®C66
W-0"TO 9'-Io. 2 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
11'-9" 2 SECTIONS 18"5 SECTIONS 21' ALT.TO LOCKS SHOWN ABOVE 10'-0"70 11'-10' 2 ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
12 1 BECKONS IB"8 SECTIONS 21" DRESSING OR STUCCO. D U ry
12'-0"TO 13'••10' 3
12'-3' 7 SECTIONS 21"- I 3, ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. 0
12'-8" 6 SECTIONS 18"2 SECTIONS 21' B'-0°TO 9'-10" 14'-0"TO 15'-10" 4
12'-9' 5 SECTIONS 18"3 SECTIONS 21" DOOR WIDTHS 15'-11"TO 1G'-2' S 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN c
13' 4 SECTIONS 18"4 SECTIONS 21' THERE DETAILS ARE NpTPAAT OF THIS APPROVAL
13-3' 3 SECTIONS 18"5 SECTIONS 21° _ _ 5. A IAAD DURATION, USED IN DESIGN OF ANCHORS INTO WOOD ONLY. yr q
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13-8' 2 SECTIONS 18"9 BECKONS 21' .,Engram dgVAO AnTi1�AR D _
13'-9' 1 SECTION I8" 7 SECTIONS 21' PI' CML H O
14' 6 SECTIONS 21 - FIA PE yy 70592 n�oOmDlytlp with the FTarlds �'
10'-0"TO 11'-10" I 14'-0"TO 15'-10" I CAN..353Q Bufidlrtg Code
14'-3' B SECTIONS 18'3 SECTIONS 21• DOOR WIDTHS DOOR WIDTHS i AwyuMe NO I2- II ¢• �1 5^Rt a s�
SECTIONS 18"4 SECTIONS 21" + E>tPaellal
14'-9' 4 SECTIONS 18'5 SECTIONS 21" I T���IppI^ryry�����
15' 3 SECTIONS 18`B BECKONS 21' ®III III 3 ® ®® u� Wig
®® ® ®® 0 Miuei � �� 6.-, g nqo.ECN -W �f�+I�W OZ—Z115'-8' 1 BECKON te' B SECTIONS 21' T�� M
15'-9" 9 SECTIONS 21'- 12'-0"TO 13'-10" I 15'-11'TO 16'-2" '
18' 16 SECTIONS 18"14 SECTIONS 21' DOOR WIDTHS DOOR WIDTHS I ehevf of 5
24 GA.STEEL PANEL _
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FLAPS BENT OVER PANEL Q m cv
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a BOTTOM OF PANEL TRUSS FASTENED TO I �'
VERTICAL INTERMEDIATE STILES W/TWO
114 X 5/B"S.M.S.AND TO END STILE
W/FOUR 114 X 3/4"SELF DRILLING S. Q a
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END STILE N Q
BOTTOM SEAL OUTSIDE OF 000
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WITH 1/8'X 1'S.M.S.®48"O.C. - - Z�Vl
AND RUBBER WEATHERSTRIPPING — 8 00 w e
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( INTERMEDIATE SECTION TOP SECTION E! 0_9
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#14 X 3/4" SELF DRILLING SCREWS CAN BE USED m
OPTIONAL STOP MOULDING IN LIEU OF #14 X 5/8" SMS. c
BY DOOR INSTALLER SOLID BRA5S DOOR VIEWER Q N m
STEEL TRACK BRACKET FASTENED r _
TO WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE'
1 14 HI 5/8"SMS 3 4 X 2"X 2-1/2"X PANE STEEL O
5/16^X 1-5/8"LAG SCREW a PER HINGE -END STILE,CONNECT TO PANELS WITH
INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE
(FULLY THREADED) FLAPS AND(5)OR(B)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: �l
END To WITH (4) 3/16"POP RIVETS y,/B"DIA POWER-BOLT BY'POWERc_'
SOUTHERN PINE <' EDGE a
"a 1-7/B"X 2-5/B"K AND STEEL p 2"MIN. EMBED INTO CONCRETE 3000 PSI MIN.) o
0.55 S. , . .e� CENTER STILE,GLUED AND RIVETED DISTANCE ) ( gg c,
TO PANEL W/(4) 3/16'RIMS 2"MIN. EDGE DISTANCE C
1- MIN. 3 18" .o'.:'• 1
POP RIVETS 1-3/18 3/B" DIA HLC SLEEVE BY'HILTI' u R
1 14 X 5/8"S.M.S. / .
DIST. 4/HINGE r °,'\� , B) 1-1/4"MIN. EMBED INTO CONCRETE OR FILLED BLOCK 8
I 2-1/4"MIN. EDGE DISTANCE INTO CONCRETE
1-3/18"� I I 4"MIN. EDGE DISTANCE INTO FILLED BLOCK
CONCRETE Ye = 3000 PSI MIN. a
C-90 GROUT FILLED BLOCK Vm m 2000 PSI MIN.
1.9"X 2.19"X 3.3"% 090" ANCHOR TYPE A OR B
STEEL TRACK BRACKETS I I I I I IT SEE PER
BRACKET
BRACKET�PA4TAQ'•. .
SEE SHEET 3 FOR SPACING E/1
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1/4-20 SS BOLT. CA.N. 538• AErNNo T ¢
7-1/2^x .050° INTERIOR SIDE &Nur .• n S v
GALV. STEEL 7-1/2"X .071" r� o`
STEEL TRACK CENTER HINGE END ROLLER HINGE 0A by O
14 GA.X 2-1/8"X 1' (STANDARD) 6 M•' //
12 GA. X 3-5/18"X 1-1/2'(OPTIONAL) 7/e°PUSHNUT 7.82'DIA. % .50"STEEL ROLLERS (STD.) Q� Pr°ducl ClwUoi drawing no.
FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 1.82"DIA. X .50"PLASTIC ROLLERS (OPTIONAL) 02-21
W/ 1/4-20%5/8"TRUSS HD. 2'75"DIA.X .50"STEEL ROLLERS(OPTIONAL)
SECTION B-B
SLOTTED M.S.k LOCK NUT WITH 4-1/4'STEM 9hee1'Z Of 5
POP RIVETS 2 X 2 X 1/8'HORIZ.ANGLE
" 5/16'X 1-5/8"LAC SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, SPOT WELDED TO HORIZ.TRACK �v p
�-2—�(_ ` 2-3/4"X 5-1/2'X 3"X,104" _ _ 5/16"SLEEVE ANCHORS CENTER SUPPORT READ. ON DOORS WITH TWO WELDS AT 1-1/2'APART
CATV. S1EXEL WITH 1-1/4"EMBED INTO MASONRY EXPEEDING 8 Fr. IN HEIGHT- FIRST AT J"O.C. N
OP ROLLER BRACKET 3 PER BRACKET
FASTENED W/(8) 14 X 5/8"S,M.S. II A~1 REST AT 9"O.C. z n o
CONNECTED TO FLAG BRACKET ANGLE
14 GA GALV.STEEL ADJUSTABLE W/3/8-16%3/4'BOLT&NUT Q
SLIDE FASTENED TO BRACKET 2-1/2"X 4-1/4"X 13 GA. STEEL PLATES AttJJD TO SPRING SHAFT GUIDE WITH
W/5/16-18%3/4"HEX HEAD - - WELDED TO 1-1/2"X 1-1/2"X 14 GA,ANGLE -- A�-i (2) 1/4-20%5/B"BOLT&NUT f'w
M. SCREWS&NUTS. FASTENED TO TRACK - -- Q a g
TOP BRACKET. _ _ WITH (4) 1/4-20 SS. BOLT&NUTS -- HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12 0 0 C
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(STANDARD) TOP BRACKET M.O LL
(OPTIONAL)
LOW HEADROOM DOOR O t
VERTICAL TRACK , t`
14 GA.GALV.STEEL TRACK 2-1/8"%
HORIZONTAL REINFORCEMENT SECTION A-A
1/2"X 1-3/4'%.058°FORMED STEEL O IL a o °o
CLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH 'n o�D
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TOP)Rf)LLER BRACKET FOR LL Z m
LOW HEADROOM DOOR OPTION • SECTION HEIGHTS BRACKET PLACEMENTS Q
HORIZONTAL REINFORCEMENT DOOR
1/2"X 1-3/4'%.058"FORMED STEEL HEIGHT 1ST 2ND 3RD 4TH 5TH Bi B2 B3 84 B5 BB 87 BB
GLUED TO PANEL AND FASTENED TO O
VERTICAL STILES WITH 6'-0" 18"18" 18" 18"N/A 1" 11-3/4" 23" 34" 45" 56" 87' -
(2)3/18'POP RNL75 6'-6" 21"18" 18"21"N/A 1" 11-3 4" 23" 34" 45" 56" 67" -
5/16" MEETING RIB 7'-0" 21"21" 21"21"N/A 1" 11-3/4" 23" 34" 45" 56" 67" -
V-8" 18"18" 18" 18" 18" 1" 11-3/4" 23" 34" 45" 56" 67" 78-1/4"
PLASTIC/STEEL ROLLERS 8'-0" 21"18" 18" 18" 21" 1" 11-3/4" 23" 34" 45" 56" 67" 78-1/4" CO
1.82"DIA. X.50° p c� -SECTIONS ARE NUMBERED STARTING AT THE BOTTOM
W/.44 DIA X 4-1/4"STEM x p r7
FOR DOORS MORE THAN B FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10' D.C.
OPTIONAL INSULATIONS:
N a�
B1' DYPLAST PRODUCTS LG' a g
EPS-EXPANDED POLYSTYRENE o 1.9"X 2.19"%3.3"%.090" z uj N
DENSITY a 1.05 PCF R&2-3/16-
TEEL TRACK BRACKETS - Z
N.OA 007-1107.08 m RICH 8 m Obi 0; l
OR ONNECTED TO TRACK WITH
SO-25 POLY-ISOCYANURATE ) 1/4"BOLTS&NUTS. o 0 fO
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DENSITY=2.0 PCF m - O z
N.OA X07-0301.10 o p u�
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DENSITY 0.92 PCF c5 d^]
N.OA®07-1016.07 --��wwTT���I��
14 LE GALV. STEEL O
ROLLER HINGES FASTENED
W/(6) B 14 X 5/8"SMS m
- - m
W
MIN. .024"ROLL FORMED STEEL PANEL DRAWING QUALITY G-40MIN.YIELD STRENGTH a 39 KSIWITH PRIMER AND BAKED—ON POLYSTER PAINTED TOP COAT TRACK CONFIGURATIONAPPLIED TO BOTH SIDES OF STEELAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROO
12 GA. GALV.STEEL DOUBLE TRACK
BOTTOM BRACKET FASTENED ION
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ANCHORS I STRUCTURE EMBED SPAgNC EDGE DIST. M
3/8-HLC SLEEVE BY HILT GONG. 1-1 4 B" 2-
3/8"HLC SLEEVE BHILTI FILL4
Y ED BLOCK 1-1 B' Q
5/18"X 1-5/8" 3/8"DYNABOLT BY'ITW GONG. 1-1 2 8" 2-12
LAG SCREWS STEEL STRUCTURE BY OTHERS 3 B.'
DYNA13OLT BY ITW FILLED BLOCK 1-1 2 B" 3-3 4 N Z
AT 12°O.C. MUST SUPPORT THE LOADS IMPOSED 3 8 POWER-BOLT BY POWERS CONC. 2" 8" 2"
BY DOOR SYSTEM 3 8 SLEEVE-ALL BY'SIMPSONS1 CONC. 1-1 2 8" 3" 8 N a)Go W I
CONCRETE Vc-3000 PSI MIN. O 3 '
5/18"DIA. BOLTS 0-90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. _
,'s` WITH WASHER k NUT Z R
WOOD FRAME BUILDINGS AT 12"D.C. MAX. & rn
EDGE DIST.
STUD WALLS AM DOOR O OPENING(NOT BY DAB DOORS) I•. N g �,
SHALL BE FRAMED SOLID BY NOT LESS THAN
(3)2X6 PRESSURE TREATED GRADE 2 SYP OR BETTER O
WOOD STUDS.
SND WALLS TO BE CONT.FROM FOOTING TO TIE BEAM.
ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE 1 1-1/4"X 2-1 2"X 14 GA
SUPPORTING STRUCTURE. 1-1/2" 1-1/2" CONT.STEEL ANGLE I 1-i/2"
WOOD BUCK CONNECTION TO MASONRY 12 GA.GALV.STEEL s8�
FLAT BRACKETS f3"LONG x
TRACK SHALL BE SECURED WITH CONT.STEEL ANGLE TO PRESSURE AT 12'O.C.IN DOOR CPNG. c 7 dpi
TREATED 2X8 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO o e
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH AT 1B"O.C.ABOVE DOOR OPNG.
CONNECTED TO CONT.ANGLE gg
1/4'ULTRACON BY'ElCO'WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDE 2-1 B X 1'X 14 GA. $s�
18"O.C. INTO BLOCK WALL,WITH 2-1/4"MIN.EMBED GALV STEEL TRACK w ? g
13"O.C.INTO 300D PSI CONCRETE,WITH 1-3/4 MIN. EMBED FA/ST(EN)ED//TO TRACK PLATES
2-1/2' INTO EDGE DISTANCE SLOTTED 1(.4. 0XS/8" NUTSS HD.
1/4'TAPPER BY'POWERS'WITH SPACWG OF LOCK
11°O.C, INTO BLOCK WALL,WITH 1-1/2"MIN.EMBED o 09$
13"O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4°MIN. EMBED - °
3"MIN. EDGE DISTANCE ALTERNATE TRACK INSTALLATION ` $°W °
3/8"CONFLEX BY'ELCO'OR
3/ LOT BY'ITW'WITH SPACING OF ' •.
1.39'0.C. INTO 3000 PSI CONCRETE,WITH 2-1/2"MIN.EMBED �• �..' N
J"MIN. EDGE DISTANCE r:�JAV D•AIIMAO •.
3/8"HLC SLEEVE BY'HILTI'WITH SPACING OF CML PRODiI(.TREVISED
� d.
13"O.C. INTO BLOCK WALL,WRH 1-1 4'MIN.EMBED, 4"MIN. EDGE DIST. FLA.PE_A.JO-912 ,..Tp oxy0yur8 $
15"O.C. INTO 3000 PSI CONCRETE,WITH 1-1/4"MIN. EMBED AND 558' BuHdi1p02/a'
2-1/2' MIN.EDGE DISTANCE A!,
THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED
WITH FOUR A 5 BARS EXTENDING INTO FOOTING AND INTO RE BEAMS 11 n
ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. drawing no.O .� MTyd plCoetr01
PREPARATION OF JAMBS BY OTHERS 02-21
sheet 4of 5
* PLASTIC COMPLIES WITH Y�Iv
DOOR PANEL SECTION 2612 OF FBC 2007
24 Ga (.024)STEEL MIN. SEE EVIDENCE PAGE C
OPTIONAL WINDOW LITES IN ANY LOCATION 1.765 1.725 a o 0
7/16"DIA.WASHER O.� p
1.144 (L
i 0 o
RB%3/4"SMS 21 3/4" I
Vo a
11 1 j 0 3/8"FROM ENDS MAX. J76 F�—.800 a tt 8
AND 7"O.C. MAX. WOW.WIDTH O
1 ' * EXTERIOR FRAME * INTERIOR FRAME y
1 G7 18 1/e„ RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION IY w.;,(� r
` (4)�8 X 3/4°SMS = o MAX. w S
I l j l l I 0 1-3/8"FROM ENDS J LL 2_vN�-
AND 6-1/2"O.C. MAX. w;Q J
w f
IIII .175 X.062 DEEP
GROOVE
I
lihlj
B 4SABICY NOVATIVE
PLASTICS / _ / G _ /• / / / �M
j!j NOA A08-0305,02. A
Q ,p�I Q
_ III F-n Z iiii I-vi
Ld
o i.l. 0 of
z w
Jill II O z
Jill o O
!jlj N
IIII O
IIII
175 X.062 DEEP
GROOVE
rt
i!I R
1i
Ili i!I I % (4)g8 X 3/4"SMS INSIDE ELEVATION c
iiii / ® 1-3/e^FRDM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS $
AND 6-1/2"O.C. MAX. b x z
1 C
8O 1 ' #8%3/4°SMS
i I!! *3/8-FROM ENDS 175 X.062 DEEP ••
1 I AND 4-1/2'O.C. MAX. GROOVE
0
In,
88 X 3/4"SMS
®3/8"FROM ENDS _
AND 7°O.C. MAX. r-
___ ____ __ Eng/:JAVAD AHMAD Q
7/18'DIA WASHER �� _ _ _ _ _ _ _ .CML FROM PL$V73ED
FLA,PE�17 70592 mwmplyhvwkhdw��� $ I
� BWIdielg CoJc o .�'
AmyMnoe No�"94Q'
ti 5
DOOR PANEL EXTERIOR Earindk^ fy o
24 GA (.024)STEEL MIN.
DOOR PANEL 15/16'MIN. D.L. OPG. �„O11 Ay drawing no.
24 GA(.024) STEEL MIN. OLILNG BRE w` 0 M epmew control 02_21
WINDOW WIDTH G
sheet 5 of 5
AL-J1FzA_kROOQ CORPORATION
CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
October 9;.2014
Mr.Allen Berger
DAB Doors, Inc.
12195 NW 98`h Avenue
Hialeah Gardens,FL 33018
Re: Series 824 I6'-2"x 16'-0"Garage Door
Drawing 9 02-21
Wood Buck Anchorage
Dear Mr. Berger,
In addition to the wood buck anchors listed in drawing#02-21 for an 16'-2"Sectional Garage
Door the 2x wood buck can be anchored into a wood substrate with 1/4"Lag Screws anchors with 1-
1/2"min. embedment and 3/4"min. edge.distance as listed below:.
NOA# Drawing# Design Load Wood Buck
(Pd) Anchor Spacing
12-0110.14 02-21 +36.0,44.0 psf 15 "o.c.
Please find attached supporting calculations for your reference. Please note that the above is
subject to Building Dept. approval. If you have any questions,please feel free to callus.
Very t ly)�y_ours,
f4 2ii .
wad
Chief gineer
C.l Userslveronico.AFCENG01lDocumentsiveronicaDocumentsuB(DAB)DoorslDAB-.Wood Buck Ltr 02-2l.doc
1235 SW 87'x'Avenue Miami,:FL 33174 T.305.264.8100 F:305.262.6978 www.afcang.com alfaroogoafcens:com
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JOB NO. 13Y DATE SHEET NO.
AL-FAROOQ CORPORATION
AFC11- CHK 4/4/2011
CLIENT PROJECT
DAB DOORS, INC. 824 SECTIONAL GARAGE DOOR--LMI
-314
DIST. A
EDGE DIST. cov
iLd
1/4- DIA. LAG SCREWS
28Y 28Y
15 1/4" DLA. LAG SCREWS
WOOD eu AT 6' FROM ENDS WOOD BUCKI.� AT 6' FROM ENDS
14191
07
WOOD BUCK CONNECTION 10 WOOD SUBSTRATE
CAN.EB'353
�
-- - S.W. 87th Avenue. ^~`~~^^ ., Florida 33174. "e�' ����� r6
�
'� � `
AL•FAROOQ CORPORATION C-2
r' DAB DOORS, INC. L.G./
824 GARAGE DOOR WOOD BUCK ANCHOR CALL. 7/13112
Drawing # 02-2.1
CONNECT 2x WOOD BUCKS TO WOOD SUBSTRATE
SPAN = L FT 16.167
DESIGN LOAD POSITIVE = Pdp PSF 36.0
LOAD /FT (POSITIVE DIR)
R = L* Pdp /2 LB/FT 291
PIVOT ABOUT POINT B
ECCENTICITY =e IN 2.455
RESISTING ARM =d = IN 1.500
PULLOUT ON.ANCHOR =T= R*ex/d LB 476
ANCHOR TYPE : 114" LAG SCREW THRU 2X WOOD BUCK Wl 3/4" MIN EDGE DIST.
EMBEDMENT 1-1/2"
SUBSRATATE WOOD
ALLOWABLE TENSION = Ta (LB) (C -1) 624
SPACING REQ = Ta/T*12 15.7
USE SPACING (IN)- USE 15" O.C. OK BY INSPECTION// 15.0
--"OCT <l.0 201 ."
-ITO-WEL-TYPE FASTENERS
S
11.2 Reference Withdrawal Design Values
11,2.1 Lag Screws 11.2.1.2 When lag screws are loaded in withdrawal
from end grain,reference withdrawal design values;W,
11.2.1.1 The reference withdrawal design values,in shall be multiplied by the end grain factor, C,g=0.75,
Ib/.in. of penetration, for a single lag screw 'inserted in 11.2.1.3 then lag screws are�loaded in withdrawal,
side'grain, with the lag screw axis perpendicular to the the tensile strength of the lag screw at the net (root)
wood fibers, shall be:determined from Table 11 2A or section shall not be exceeded(see 10,2.3).
Equation 11.2-1, within the range of specific gravities
and screw diameters given in Table 11.2A. Reference
withdrawal design values,W,shall be multiplied by all
applicable adjustment factors (see Table 1.0.3.1) to ob-
tain adjusted withdrawal design values,W`.
W=1800 Gaiz03ra
Table 11.2A Lag Screw Reference Withdrawal Design Values (W)1
Tabulated withdrawal design Values(NV)are in pounds per inch of thread penetration.into side grain of main member.
Length of thread penetration in main member shall not include the length of the tapered ti (ice Appendix L)..
Specific
Gravity, Lag Screw(Unthreaded Shank Diameter,D
G 1/4" 5/16" 318" 7/16" 1/2"' 518" 3/4" 7/8" 1 1-X/8 1-1/4"
0.73 397 469 538 60.4 668 789 905 1016 1123 1226 1327MVP
0 fi t 3$i 450 51.6: ` 579: 64Q 75 7, 1077 i 116 1273
0.68 357 422 484 543 640 709 813 91.3 1009 1103 1193
0 67 349 413 473_ S31" =58fi 694` 79,6 893 f 1987 1078 1167
0.58 281 332 381 428 473 559 641 719 795 869. 940
0a5 X260 ;307 35�,^ 395 43l 016 592 664 734 802 y868
_ - a
0.51 232 274 314 353 390 461 528 593 656 716 775
0 50 225 ... 266 305 ' 342 378 :. 447 51'3 576 636 69S :75?, R
0.49 218 258 296 332 367 434 498 559 617 674 730
0 472 4
42 278. 312 34� Q8 : 467
205 5?5 580 , 63.4 686
0.46 199 235 269 302 334 395 453 50& 562 613 664 .r
186 220. 752 ' 283 312 369 " 423 475 525 574
0.43 179 212 243 273 302 357 409 459: 508 554 600
042'; . 173 - 205:. 235.: 264 291 344 395 443 490 ; 535 579
0,41 167 198 226 254 281 332 381 428 473 516 559
0.40 . -161 : 190 218 245 271 320 367 41.2 4515 .7 :.538 ,
0.39 155 183 210 236 26.1 308 353 397 438 479 518
0.38 149 176 202 227 25.1 296 .340 3$1 . 422 461 498,
0.37 143 1.69 194 218 241. 285 .326 367 405 443 47.9
0.36 137 163 186 209 231 273 313 352 389 425 460
0.35 132 156 179 200 222 262 300 337 373 407 441
t 0:31 110 130 149 167 185 218 250._ 2$1 311 1 339 367 }°
1.Tabulated withdrawal design Values(w)for Iag screw connections shall be multiplied by all applicable adjustment factors(,see Table
MylERiCAN WOOD COUNCIL
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]
Ell 60 EXPOSURE B 9'x 7' Door =+26.7 -30.2
❑160 EXPOSURE B 16'x 7'Door =+25.6 -28.5
Ell 60 EXPOSURE C 9'x 7' Door = +32.4 -36.61 story and max 15'
0160 EXPOSURE C 16'-X r''*Door =+-31.0 -34.5 mean roof height)
❑160 EXPOSURE C 9'x 7'Door =.+37.4 -42.3 (2 story and max 30' .
❑160 EXPOSURE C 16'X 7' Door t35.9 -39.9 mean roof'height)
M160 EXPOSURE D 9'x 7'Door=+39.3 -44.4 (1 story and max 15'
F]160 EXPOSURE D 16'x 7'Door=+37.7 -41.2 mean roof height)
17160 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)
0150 EXPOSURE B 9'x 7' Door =+22.8 -25.8
Ell 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'
El 15,0 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'
❑150 EXPOSURE C 16'x 7'Door=+30.6 -34.1 'mean roof height)
0150 EXPOSURE D '9'x 7' Door =+33.6 -38.0 (1 story and max 15'
r-11 50 EXPOSURE D 16'x'7'Door =+32.1 -35.8 mean roof height)
Ell 50 EXPOSURE D 9'x 7' Door ='+37.9 -42.9 (2 story and max 30'
Ell 50 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# , a -�O O. A