HomeMy WebLinkAboutProduct Approval RECE1%.Y0 APR 012016
M AM MIAMI-DADE COUNTY
r MOM 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.miamidRde.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 up to 9'-4"Wide w/
Window Lite Option(DP+50.0,-60.0 PSF)
APPROVAL DOCUMENT:Drawing No.01-09,titled"Sectional Garage Door",sheets 1 through 5 of 5,
dated 02/01/2001,with last revision J dated 03/09/2015, prepared by Al-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 Resistant .
LABELING:A permanent label with the manufacturer's name or logo,manufacturing address,model
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 hack,
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 revises NOA#14-0814.04 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.15-0317.02
CMALoAuecour=TY Expiration Date: August 9,2016
Approval Date:June 11,2015
IZOls Page 1
DAB Door Company,Inc.-
NOTICE
nc:NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 01-09,titled"Sectional Garage Door",sheets 1 through 5 of 5, dated
02/01/2001,with last revision J dated 03/09/2015;prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad,P.E.
B. TESTS "Submitted under NOA #09-0128.04"
1. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC,TAS 201-94
3) Cyclic Wind Pressure Loading per FBC,TAS 203-94
4)Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94
along with marked-up drawings and installation diagram of a DAB 824 24 GA
Sectional Garage Door with Fixed Windows,prepared by Hurricane Engineering&
Testing,Inc,Test Reports No. HETI-08-2149A/B, dated 06/27/2008,signed and
sealed by Candido F.Font,P.E.
"Submitted under NDA#09-0.728.04"
2. Test report of Tensile Test per ASTM E 8,Report No. HETI 08-T182,prepared by
Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by
Candido F. Font, P.E.
"Submitted under NOA # 01-051,6.03"
3. Test report of large missile impact test per PA 201 and cyclic wind pressure test per
PA 203 on"Sectional Residential Garage Door",prepared by Hurricane Engineering
&Testing,Inc.,Report No. HETI 01-974A,dated 01/29/2001, signed and sealed by
Hector M. Medina,P.E. _
4. Test report of Uniform Static Air Pressure Test per PA 202 and Force Entry
Resistance Test on"Sectional Residential Garage Door",prepared by Hurricane
Engineering &Testing,Inc.,Report No. HETI 01-969,dated 01/18/2001, signed and
sealed by Hector M. Medina,P.E.
5. 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.
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 15-0317.02
Expiration Date:August 9,2016
Approval Date:June 11,2015
E-1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS "Submitted ander NOA#14-0814.04"
1. Anchor verification calculations prepared by AI-Farooq Corporation,dated 09/22/2014 and
07/24/2014,signed and sealed by Javad Ahmad,P.E.
"Submitted under NOA#09-0128.04"
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.
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 Tnsulfoam,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 Cellofoam 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 Arc Light Apparatus Test per
ASTM G155 of"PVC Extrusion Material",prepared by Hurricane Engineering&
Testing,Inc.,Report No.HETI 04-AO02,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 1. 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 OS/06/2004,signed and sealed by J.L.Doldan,P.E.
F. STATEMENTS "Submitted tinder NOA#14-0814.04"
1. Statement letter of code conformance to the 5"edition(2014)FBC and of no financial interest
issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E.
06 a2 2piS
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 15-0317.02
Expiration Date:August 9,2016
Approval Date_:June 11,2015
E-2
7-1/2"X 3"X .071"GALV. STEEL TOP FIXTURE 5-1/2"%2-3/4"%0.1" �(�
END ROLLER HINGE __ STEEL PLATE WITH ONE 5/16-18 MS W/NUT m
W/(6) #14 X 5/8"SMS �'� FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER �I
(6) #14 X 3/4"SELF DRILLING SCREWS 70 BE INSTALLED AT
WITHOUT DELRON SLEEVE (STD.) o
WITH DELRON SLEEVE(OPTIONAL) `\\\ CENTER STILE Z w
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10 E
LUCK § J.
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( 1 1"W X .15'THK. LATCH
it STANDARD LOCK ____ -- 00
\ SPRING LOADED SLIDE BOLT(BOTH SIDES) ^£--- — - _= - = j O
\ FASTENED W 4
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CONFORMS TO SECTION 1008 REGARDING GARAGI`DOORS _ -- —— I — L Q J
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DOOR HEIGHTI CONSISTS OF —
6'-6" 2 SECTIONS 18'2 SECTIONS 21' .158 DIA.GALV.AIRCRAFT TYPE i'' \\\1 i/ IO `\\t I �,�,A Q 0 3< n
1 SECTION 18' 3 SECTIONS 21" CABLE&NICO-PRESS SLEEVE-/- - 1 , OPTIONAL VENT
W/MIN. 5 TO 1 SAFETY FACTOR f f I , L(3) 5"WIDE AT 7"O.C. MAX. OPTIONAL FLUSH FACE I U In Z
7' 4 SECTIONS 21'- C I t.T o
p OPENING AREA NOT TO EXCEED WOOD GRAIN DESIGN
7�_3• _ _ I [COLONIAL DESIGN rn
7'-6' 5 SECTIONS 18'- 1\ /11 /f 120 SO. IN. m N Q J
6"X3"X 0.1' Q
7'-9' 4 SECTIONS 18"1 SECTION 21" \ / 0•-_
STEEL PLATE \\1, 0 \ / MAX. DOOR WIDTH
8' 3 SECTIONS 18'2 SECTIONS 21' WITH(2) #14 X 5/8"SMS 61 -- 9'_4"_._
8'-3' 2 SECTIONS 18'3 SECTIONS_2V
8'-6" 1 SECDON 18' 4 SECTIONS 21" �-
_8'-9' s SECTIONS 21"- BRACKET BRACKET INSIDE ELEVATION
9' 6 SECTIONS 18'- STD. LIFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR
_9'_3•_ 5 SECTIONS 18'1 SECTION 21' DOOR OPTION '
9'-6' 6 SECTIONS 18'Z SECTIONS 21' C TI rs tn
tn
9'-9' 3 SECTIONS 16"3 SECTIONS 21" 7-7/8"X 3-1/8"X .010"
10' 2 SECTIONS 18'4 SECTIONS 21' STEEL PLATE DAB DOORS INC. 0 R I U '
10'-3" 1 SECTION 18' 5 SECTIONS 21' CENTER STILE WITH (4) #14 X 3/4"SDS
10'-6" 6 SECTIONS 21'- ___ Max. Size
Master®Model 824/811
HiiIT
lO'-9' 6 SECTIONS 18'1 SECTION 21' OUTSIDE (j14% 3/4"SELF ORILDNG SCREWS MAY BE USED Max. Site 9'-4� X 16'-0" Hi h N c z 3 3 3
11' 5 SECTIONS 18'2 SECTIONS 21' HANDLEtlXN
END STILE IN LIEU OF ff 14 X 5/8"SMS e I W
IV-3' 4 SECTIONS 10'3 SECTIONS 21' DESIGN PRESSURE RATING g + 50.0 PqFAI
11'-6' 3 SEcnONS 16'4 SECTIONS 21' THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT „„
11'-9' 2 SECTIONS 18'5 SECTIONS 21' R GUIDES -- - - 6D.D .ASF -n
12' 1 SECTIONS 18'6 SECTIONS 21" uD ON END STILE rn°o
IY-J' 7 SECTIONS 21'- > - $
R14 x 5/B"SMS GENERAL NOTES ` o
12'-6' 6 SECTIONS 18'2 SECTIONS 21" 4c
1Y-9' S SECTIONS 18'3 SECTIONS 2f' OCK BAR 1. THIS PRODUCT HAS BEEN'DESIGNED AND TESTED TO COMPLY WITH THE13' 4 SECTIONS'IB'4 SECTIONS 21' RACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(FSC)FIFTH EDITION(2014)
13'-3' 3 sEc110N5 le'S SECTIONS 21' ON EACH S10E OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVH2).
2 SECTIONS 18'16 SECTIONS 21' 2. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. Engr.JAVAD AHMAO FRODWERHV&M = o
1J'-9 i secnON t6' 7 SECTIONS 21" OUTSIDE KEYED LOCK {OPTIONAL) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL CML m�IwNDfSsFloriM
14' 8 SECTIONS 21"- LOCK BAR LOCKING SHOWN DRESSING OR STUCCO. FIA.PE d 70592 III ft' � o
418(14'-6' S SECTIONS 18'4 SECTIONS 21' ALTERNLOCKS TE TO SPRINABOVLOADED SLIDF BOLT 3. ALL BOLTS. NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. 1i T wi_1103I707G14'-9' 4 SECTIONS iB'S SECTIONS 21" 4. ANCHORINC OR LOADING CONDITIONS OTHER THAN THOSE SHOWN INpv ��15' J SECTIONS 18'5 SECTIONS 21" THESE DETAILS ARE NOT PART OF THIS APPROVAL.15'-3' _2 SECTIONS IB'7 SECTIONS 21' 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 5 lN1cu drawing no.
15'-8' 1 SECTION 18' 8 SECTIONS 21' DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA - 01-09
9 SECTIONS 21"- BUILDING CODE.TAS-202.TAS-201 &TAS-203 FOR HVHZ
16' 6 SECTIONS 18'4 SECTIONS 21' - ASTM E1886-05/ASTM E7896_09.
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TO WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE'
5/16'X 1-5/e"LAG SCREW INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE
(FULLY THREADED) POSITIONED AT EYE LEVEL END STILE o Ln
ONE PER BRACKET
ANCHORS AT TRACK BRACKET: of o
OPTIONAL STOP MOULDING A) /B'DIA. POWER-BOLT BY'POWERS' w
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BY DOOR INSTALLER
FOR CONNECTION OF W000 BUCK 2'MIN. EMBED INTO CONCRETE 0 Q
TO MASONRY SEE NOTE ON SHEET 4 1-7/8"MIN. EDGE DISTANCE < LL
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6 PER HINGE END STILE,CONNECT TO PANELS WITH
1/2"% 1-3/4"% .059"FORMED STEEL FLAPS AND 3/16"ALUM RIVETS 1-1/4"MIN. EMBED INTO CONCRETE OR FILLED BLOCK Q (n m 0 I
SOUTHERN PINE I CLUED TI PANEL AND SECURED TO SEE DETAIL ABOVE 1-5/8"MIN. EDGE DISTANCE INTO CONCRETE Z D_'
0.55 S.G. EDC DIST' END STILE WITH 3/1fi"POP RIVETS ® 12"O.C. 4'MIN. EDGE DISTANCE INTO FILLED BLOCK O Z U N
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c ° 1-7/e'%2-5/8'% .045"STEEL _ EDGE CONCRETE 1'c = 3000 PSI MIN. w n
` CENTER STILE,GLUED AND RIVETED DISTANCE�1 C-90 GROUT FILLED BLOLK I'm = 2000 P51 MIN. Q N Q w
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\\ I TO PANEL W/(4) 3/16"RIVETS C3
I11 2" MIN. `I POP RIVETS
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STEEL TRACK BRACKETS rr� 1 PER BRACKET
SEE SHEET 3 FOR BRACKET SPACING u
SEE SHEET 3 FOR SPACING v o boo 2
I 1/4-20 SS BOLT do NUT Li m
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7-1/2"X .071"GALV. STEEL" m
CENTER HINGE 7-1/2°X 3"X .071" c
7/16"PUSHNUT
SECTION B-B ENO ROLLER HINGE r" �
INSTALLED ON ROLLER SHAFT pR(QUC{REVIS D i
Fngr.JAVAD AHNAD
STEEL TRACK INTERIOR SIDE 1.82" DIA. X .50" STEEL ROLLERS (STD.) FIA.PEIVsIL 70597
I4 GA.X 2-1 8"X 1° STANDARD 1.82"DIA. X .50" NYLON ROLLERS (OPTIONAL CA.N.# B A"—Pio 4T-9317,407 a s
/ (STANDARD) 2.75" CIA. X .50"STEEL ROLLERS (OPTIONAL; We L4 m
12 GA X 3-5/I6"X 1-1/2"(OPTIONAL) 2.75" DIA. X .50"NYLON ROLLERS (OPTIONAL)
FASTENED TO TRACK PLATES WITH 5" STEM Of
W/ 1/4-20 X 5/8'TRUSS 110. Mi�1 �eL
SLOTTED M.S.&LOCK NUT drawing no.
• MAR 0 2015 01 —09
hs eet 2 Ot 5 i
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POP RIVETS2 X 2 X 1/8'HORIZ.ANGLE
2" - 5/16 X 1-5/8" LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, SPOT WELDED TO HORIZ.TRACK U
2-3/4"X 5-1/2"X 3"X.104' 5/16"SLEEVE ANCHORS CENTER SUPPORT REDD. ON DOORS rr WITH TWO WELDS AT 1-1/2"APARTCALm
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OPBRACKET ON EACH SIDE TEEL WITH 1-1/4' EMBED INTO MASONRY E%�EEDING B FT. IN HEICHT� FIRST AT 3"O.C. OI
(6) 14%5/B"S.M.S. _ _ 3 PER BRACKET p �, REST AT 9°O.C. 00 w
IJ— CONNECTED TO FLAG BRACKET ANGLE Z h
090 STENED TO HK.GALV. EEL BRA KETSTABLE 2_1/2"X 4-1/4"X 13 GA. STEEL PLATES AND T08SPRING S/HAFT GUIDE WIH C6-18 X 3/4'HEX HEAD WELDED TO 1-1/2"X 1-1/2" X 14 GA, ANGLE F.ORIZ
A - (2) 1/4-20 X 5/8"BOLT& NUTNWS&NUTS. FASTENED TO TRACK - OLTOP BRACKET WITH (4) 1/4-20 SS. BOLT& NUTS - LENGTH = OPENING HEIGHT PLUS 12" ^w0(STANDARD) a`YTOP BRACKET 0'O LL
(OPTIONAL) I VERTICAL iRACK�JF 0 D n
00,
i LOW HEADROOM DOORALV.STEEL TRACK r1
—; SECTION A-Am
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HORIZONTAL REINFORCEMENT O IL Q Q N
1/2'X 1-3/4°X.059"FORMED STEEL 2'X 5-1/2"%.104' 1"C
w GLUED TO PANEL AND FASTENED TO GALV.STEEL -- W K I'
eo VERTICAL STILES WITH FASTENED W/(4) 14 X 5/8'S.M.S. 00 N
a (2)3/16'POP RIVETS TOP ROLLER BRACKET FOR Q w 3 LL N
LOW HEADROOM DOOR OPTION LL,2 N m
HORIZONTAL REINFORCEMENT DOOR • SECTION HEIGHTS BRACKET PLACEMENTS Q w m 15h
1/2"X 1-3/4"X 059'FORMED STEEL HEIGHT IST 2ND 3RD 4TH 5TH 81 82 B3 I 84 I B5 B6 B7 RB cl
GLUED TO PANEL AND FASTENED TO I
VERTICAL STII.FS WITH 6'-0" 18" 18 18" 18"N/A 1"TO 2"11-3/4" 23" 34" 45" 56" 67"
3/IG°POP RIVETS 6'-6" 21-118- 18" 21"N/A 1"TO 2"11-3/4"1 23" 34" 45" 56" 67"
5/16"MEETING RIB 7'-0" 21"121" 21"121 N/A I 1"TO 2"11-3/4" 23" 34" 45" 56" 67" -
T-6" 18"1"TO 2"11-3/4" 23" 34" 45" 56" 67"
1.82"DIA X .50"ROLLERS —). 8'-0" 21° IB°�18"�IB". 21"I"TO 2"11-3/4" 23 34" 45" 56" 67° 78-1/4" a0
W/.44 DIA. X 4-1/4"STEM w o —SECTIONS ARE NUMBERED STARTING AT THE BOTTOM O o
7
_= FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. O Lj
OPTIONAL INSULATIONS: O I ui O c_j
BY'DYPlAST PRODUCTS LLC' w O I Q
EPS-E%PANOEb POLYSTYRENE a o m / Q Z F=-Ui
DENSITY= 1.05 PCF O 1.9'•X 2.19"X 3.3°X .090"
STEEL TRACK BRACKETS C7 _
N.O.A. 81I-0926.07 / ao w e
2-3/16"HIGH /
w SO-25 POLY-ISOCYANURATE m I CONNECTED LT TRACK WIH / Z Orn� I _
m= DENSITY 2.0 PCF J ) 1/4°BOLTS NUTS. j_ O O Z O
O —N.OA. 811-0926.06
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m a BY'CELLOFOAM NORTH AMERICA' � � �� m W J••
DENSITY= 1.03 PCF m / i Q N c J
N.O.A.870-1129.04
OR L
BY__' SULEO_AM LLC'
..........
DENSITY= 0.92 PCF
N.O.A.814-0311.08
m
®. I4 GA GALV.STEEL LJ a
ROLLER HINGES FASTENED m� 4
W/(4)814 X 5/8'SMS m y= d
MIN. .024"ROLL FORMED STEEL PANEL o G 33
DRAWING QUALITY G-40 3 s
_— MIN.YIELD STRENGTH =34 KS? TRACK CONFIGURATION V-o W
WITH PRIMER AND BAKED-ON
POLYSTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
VERTICAL LIFT HIGH_Ll STANDARD LIFE LOW HEADROOM v O 4
a _ DOUBLE TRACK
12 GA,GALV.STEEL AVAILABLE TRACK OPTIONS
BOTTOM BRACKET FASTENED
W/(4) 814%5/8
"SMEnS 9r JlVAD dHMAD CML PROAUCf RIEVISM a
FLA.PE p 70592 mcowfl)ft,*pdwfy =
CA.N.3 38 s
O BOTTOM SEAL OPTIONS Ampow.N0/!;-0317.02& ° o
L SEE SHEET 4 [IIIc
Bj drawing no.
""dud 01-09
SECTION A-A shee 5]
3�4" REINFORCEMENT
IN. 1/2" K 1-3/4'X.058" 4" p
GE, FORMED STEEL o
_ D1sr. 9e x L _ _ o
SELF DRILLING SCREWS -
1-1 2"MIN. Y OR —V— - —� #8% 1" W �
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LF DRILLING SCREWS Z
qy 3/16"'RIVEX'STEEL RIVETS F
o� OGE DIST. p I m MULTIGRIP W/DOME HEAD 16"'RIVE%'STEEL RIVETS C Z W
ri w I \ i \ i� �S\ AT 48"O.C. L48 RID.C. DOME HEAD Q 0.
1/2-
N i�
REINFORCEMENT O w
1/2'X 1-3/4"X .058"
FORMED STEEL OD.28Y 1/4"OLA.LAG SCREWS 2BY I 1/4'DIA.LAG SCREWS O'-4T 6"FROM ENDS 2000 eU I `AT 6"FROM ENDSAND 19"O.C.MAX. AND 19"O.C. MAX. VW'STRIP ADAPTER OWALUMINUM ADAPTER O R Q a N0 3 IW 2RUBBER W'STRIPPING R W'STRIPPING Q: O N
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BOTTOM SEAL OPTIONS
OPTION 'A' OPTION
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG-0.55 MIN.) I o M
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT W r1
to
TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN cl) <
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. _ ANCHOR SPACING_ U S
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE ANCHORS STRUCTURE EMBED SPACING EDGE DIST_. < Z ~ e
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. _ -- — L e
HLSLEEVE BY HILTI'_ GONG. 1-1 4' 8' 1-5/8-
3/8J 'a wo
3 8' HLC SLEEVE 8Y'HIL71' FILLED BLOCK 1-1 4' 8" 4- I<
3B"DYNABOLT BY 1TW' CONC. 1-1 2" _ 8" 2- I O O
STEEL STRUCTURE BY OTHERS 3 8"DYNABDLT BY'ITW' FILLED DLOCK 1-1 2' 8"_ 2-1 4"
5/16"X 1-5/8' 3/8'POWER-BOLT BY'POWERS' CONC. 2" 8" - 8' U O Z
MUST SUPPORT THE LOADS IMPOSED W u7 o
LAC SCREWS 3/8"SLEEVE-ALL BY'SflAPSONS'I CONC_ 1_1/2" 8" 1-7 8" to n
AT 12"O.C. BY DOOR SYSTEM -
CONCRETE 1'c =3000 PSI MIZN
C-90 GROUT FILLED BLOCK I _
5/16"DIA BOLTS
WITH WASHER&NUT t--�
WOOD BUCK CONNECTION TO MASONRY rAT 12"D.C. MAX.
\"o �--�EDGE DIST.PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO 'GROUTED REINFORCED MASONRY BLOCK WALL OR GONG.COLUMN WITH1/4"ULTRACON BY'ELCO'WITH SPACING OF F
I6"O.C. INTO GROUT FILLED BLOCK WALL,WITH 2-1/4'MIN. EMBED
16'O.C. INTO 3000 PSI CONCRETE,WITH 1-3/4'MIN.EMBED I
I-1/4'X 2-1/2'X 14 GA p g
2-1/2"MIN. EDGE DISTANCE I
I 1�2-I 1-1/2" —'-CONT.STEEL ANGLE 1-1/2' W ,
1/4"TAPPER BY'POWERS' WITH SPACING OF
14'O.C. INTO GROUT FILLED BLOCK WALL.WITH 1-1/2'MIN. EMBED 12 GA, GALV. STEEL --
16"O.C. WTO 3000 PSI CONCRETE,WITH 1-3 4'MIN.EMBED FIAT BRACKETS f3"LONG
2-1/8"X 1"X 14 GA.
/ 1/16'% 2-I/2 GALV. STEEL TRACK u
3"MIN. EDGE DISTANCE AT 12"O.C. IN DOOR OPNO. m
FILLET WELDS FASTENED TO TRACK PLATES
3 B"CONFLEX BY'ELCO' OR AT 12'O.C.MAX. AT 18'O.C.ABOVE DOOR OPNC. W/(2) 1/4-20X5/8'TRUSS HO. �1
/ CONNECTED TO CONT.ANGLE SLOTTED M.S.do LOCK NUT
J/8'LOT BY'1TW'WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDEI^ = 2
7-
/
24"O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2'MIN.EMBED
2"MIN. EDGE DISTANCE CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK
TO WOOD BUCK TO STEEL
TO CONCRETE AND FILLED BLOCK 'S $ -
3/8"HLC SLEEVE BY'HILTI'WITH SPACING OF
8"O.C. INTO GROUT FILLED BLOCK WALL,WITH 1-1/4'MIN. EMBED, 4"MIN. EDGE DIST. --�
1B"O.CIN.EDGE DISTANCE. INTO 3000 PSI CONCRETE,WITH 1-1/4"MIN.EMBED AND
2-1/2" ALTERNATE TRACK INSTALLATION
M _
Engr:JAVAD AHMAD
PREPARATION OF JAMBS BY OTHERS CIVIL PHCIDW:F REVISW i a
FLA.PE 70592
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY C.A.N.3538 � � �
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED boOla*CO& 3/ "G�
BY DOOR SYSTEM. o
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
HECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY �--
BUILDING OFFICIAL UPON INSPECTION. B2 Fft&Vt ow" , drawing no.
MAXIMUM EXTERIOR(+)LOAD PER JAMB = (9.33'%50 PSF)/2 = 233.7 Lbs per Ft. M 015 01-09
MAXIMUM INTERIOR(-) LOAD PER JAMB a (9.33'X 60 PSF)/2 a 279.9 Lbs per Fl. sheet 4
.500 " 250 t` m
*PLASTIC COMPLIES WITH I I �v
DOOR PANEL CHAPTER 26 OF FBC
lm
I
24 GA. (.024)STEEL MIN. SEE EVIDENCE PAGE o
Q m��
F
1.76s 1.725 Q a N
O o
7/16"DIA.WASHER
1.144 a
ao
0 3/8'/FROM ENDS 21MAX.
4" .176 1--•800
SMS
I_ 0.2,
,� 1, n I �! 't AND 7"O.C.MAX. WOW.WIDTH Q 0 n O ~
` * EXTERIOR FRAME * INTERIOR FRAME LO a 0
18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION
11 1 (4)rya X 3/4"SMS 2 O MAX m a 0):o
1-3/8"FROM ENDS �'?In n
I3 \d O.L.O. U,m
AND 6-1/2"O.C. MAX. o m Q��� W
L5 c
OA
b
!! .175 X.062 DEEP I rt dd {�_
II,I GROOVE - ;kms { �I—•,
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1/4-POLYCARBONATE LEXAN .ID-
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GROOVE 0 o 1.1.
vc,
I -
il (4)#B X 3/4"SMS- INSIDE ELEVATION
0 1-3/8'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
AND 6-1/2"O.C.MAX. O WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
i ! - #8 X 3/4'SMS
[03III I I 0 3/8"FROM ENDS 175 X.062 DEEP in
j I AND 4-1/2"O.C. MAX. GROOVE c 41
o o ^o
__
04
#8 X 3/4"SMS
0 3/8"FROM ENDS -
AND 7"O.C.MAX. r- _--
_______ E.91:JAVAD AHMAD o
CML PA000cr BEVL9PD
7/16"DIA.WASHER - - - - - - - - - - - - - - - - FLA.PE N 70 92 amw eylaWKdeFIN ,
��\ CAN.35J8 YO'110iN cb& .. a
--'- wooepee e w S- 17 b S s
DOOR PANELF EXTERIOR
24 GA. (.024)STEEL MIN. B
DOOR PANEL 15/16"MIN. M f - drawing no.
24 CA(.024)STEEL MIN. O.L.OPG. PrtdlM Ca1Rld
GLAZING BITE 01-09
WINDOW WIDTH
Beet 5of5
1 .
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]
❑160 EXPOSURE B 9'x 7' Door=+24.3 -27.5
❑160 EXPOSURE B 16'x 7' Door=+23.3 -26.0
=160,EXPOS_URE?C9 x7�Door_=+29.5 _-33. t (1 story and max 15'
160 EXPOSURE C 16 X 7' Door=+28.2 31.5 mean roof height)
❑160 EXPOSURE C 9'x 7' Door=+34.1 -38.5 (2 story and max 30'
❑160 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'
❑160 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'
I'll 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'
F1 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'
❑150 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'
17150 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'
F11 50 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#