HomeMy WebLinkAboutNotice of Acceptance RECEIVED
NOV 2 0 2018
MIAMI DADE�u�'; Pgrmitkin9 9apartment MIAMI DADE COUNTY
3 , 6t.l ucl@ fou
OW' ; oty 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.miamidnde.uov/ecoeiomy
DAB Door Company,Inc.
12195 NW 98th 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 18'-2"Wide w/
Window Lite Option(DP+40.0,-44.0 PSF)
APPROVAL DOCUMENT:Drawing No.05-03,titled"Sectional Garage Door",sheets 1 through 5 of 5,
dated 05/16/2005,with revision H dated 03/21/2016,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 p,
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 PP
impact rated if applicable,installation trrl
P
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#15-0317.01 and consists of this page 1 and evidence pages E-I and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No.16-0330.01
MIAMI•PADECOUNTY /
APPROVED /1 Expiration Date:March 29,2022
'rte Approval Date:June 23,2016
3/2-014 Page,1
r
DAB Door Company.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.05-03,titled"Sectional Garage Door",sheets 1 through 5 of 5,dated
05/16/2005,with revision H dated 03/21/2016,prepared by AI-Farooq Corporation,signed
and sealed by Javad Ahmad,P.E.
B. TESTS "Submitted under NOA#09-0128.06"
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,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.
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,PE.
"Submitted under NOA#06-0817.07"
3. Test report of Uniform Static Air Pressure and Force Entry Resistance Test,per FBC,TAS
202-94 on"Sectional Residential Garage Doors",prepared by Hurricane Engineering&
Testing,Inc.,Report No.HETI 05-1445,dated 03/18/2005,signed and sealed by Rafael E.
Droz-Seda,P.E.
4. Test report of Large Missile Impact Test,per FBC,TAS 201-94 and Cyclic Wind Pressure
Test per,per FBC,TAS 203-94 on"Sectional Residential Garage Doors",prepared by
Hurricane Engineering&Testing,Inc.,Report No.HETI 05-1446,dated 05/11/2005,signed
and sealed by Rafael E.Droz-Seda,P.E.
"Submitted under NOA#03-0210.04"
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.
C. CALCULATIONS "Submitted under NOA#14-0814.03"
1. Anchor verification calculations prepared by A1-Farooq Corporation,dated 09/22/2014 and
07/24/2014,signed and sealed by Javad Ahmad,P.E.
"Submitted wider NOA#09-0128.06"
2. Anchor verification calculations prepared by A1-Farooq Corporation,complying with F.B.0
2007,dated 11/21/2008,signed and sealed by Humayoun Farooq,P.E.
'2111
o6/612.6d4l
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 16-0330.01
Expiration Date:March 29,2022
Approval Date:June 23,2016
E-1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 15-0915.08,issued to SABIC Innovative Plastics,for their
Lexan Polycarbonate Sheet Products,approved on 12/10/2015 and expiring on
07/17/2018.
2. Notice of Acceptance No. 14-0311.08,issued to Insulfoam,LLC,for their
Insulfoam Expanded Polystyrene Insulation,approved on 08/14/2014 and expiring on
11/29/2017.
3. Notice of Acceptance No. 11-0926.07,issued to Dyplast Products,LLC, for their
Expanded Polystyrene Block Type Insulation,approved on 11/10/2011 and expiring
on 01/11/2017.
4. Notice of Acceptance No. 11-0926.06,issued to Dyplast Products,LLC,for their
Dyplast ISO-C1 Polyisocyanurate Insulation,approved on 11/10/2011 and expiring on.
01/11/2017.
5. Notice of Acceptance No. 15-1203.04,issued to Cellofoam North America Inc,for
their Expanded Polystyrene Block Insulation,approved on 03/17/2016 and
expiring on 02/24/2021.
"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-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
1. Statement letter of code conformance to the 5th edition(2014)FBC and of no financial
interest issued by Al-Farooq Corporation,dated 03/21/2016,signed and sealed by
Javad Ahmad,P.E.
eiff.04 16
Carlos M.Utrcra,P.E.
Product Control Examiner
NOA No.16-0330.01
Expiration Date:March 29,2022
Approval Date:June 23,2016
E-2
7-1/2'X 2-1/4'X 18 GA TOP F1XIURE 5-1/2'X 2-3/4'X 0.1'
OALV.STEEL CENTER HINGE - PUSH NUT STEEL PLATE WITH ONE 5/16-18 MS W/NUT OPTIONAL DOOR VIEWER DAB DOORS INC. �u`g ..
W/(4)114 X 5/8'SMS • FASTENED TO END STILE WITH TO BE INSTALLED AT Hurricane Master®Model 824/811 `/R d
® WITHOUT DELRON SLEEVE(STD.) - AA ``', (6)j14 x 3/4'SELF'DRILLING SCREWS ANY CENTER STILE Map. Size 18'-2'X 16"-0'High -•
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1 - With Window Lite Option Z '�
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CONFORMS 10 SECTION 1008 REGARDING GARAGE 000)15 1—i II♦I ISI i i I_I Ir $8, -W , i
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BRACKET BRACKET a
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TOTAL j OF 1 fa'— ———... a.jA Q N pf10,p 1
DOSS U'Buts AT 1 OPTIONAL VENT
HEIGHT CONSISTS OF EACH SOON 7-7/e'X 3-1/8"%.010' OPTIONAL FLUSH FACE I ZO O 3 m
(3)5'WIDE AT 7'O.C. lA"'i.
8'-6' 2 SECTIONS TB'2 SECTIONS 21' STEEL PLATE OFPCNING ARU NOT TO EXCEED COLONIAL DESIGN WOOD GRAIN DESIGN L-..A F O Z
e'-9` 1 SECTION 18' 3 SECTIONS 21' 5 WITH(4)#14 X 3/4'SOS 120 5Q. IN. MAX.DOOR WIDTH N CS
N ,
7' 4 SECTIONS 21"- 18'-2° m 01_,
7'-6' 5 SECTIONS 18'- I� 4E
7'-9' 4 SECTIONS 18'1 SECTOR 21' CENTER STILE
6' 3 SECTIONS 18'2 SECTIONS 21' / INSIDENELEVATION O _
8'-3' 2 SECTIONS 18'3 SECTIONS 21° ' HANDOTIMILE I$h T RAISED PANEL EMBOSSED DOOR `. 1
8'-6' 1 De1.TIUN 18' 4 SECTIONS 21' D� I► ' END STILE DESIGN PRESSURE RATING = + 40.0 PSF
8'-9' 5 SECTIONS 21°- #14 X 3/4'SELF DRILLING SCREWS MAY BE USED - 44.0 PSF
9' 6 SECTIONS 18'-
W-X �/ IN LIEU OF#14%S/8'SMS GENERAL NOTES l�!y E
iii
0-B' sSECTIONS 1815't SECTION 21' 4011111'40°.#
I' LOCK BAR GUIDES THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT I. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE a a N b
5-B' 4 SECTIONS 16'2 SECTIONS 21' -INSTALLED ON END STILE
W-9" 3 SECTIONS 18"3 SECTIONS 21' 7 WITH (4)114 X 5/6°5145 REOUIREMENTs OF THE 2014(5TH E01TION)FLORIDA BUILDING CODE INCLUDING c R N g
10' 2 SECTIONS 18'4 SECTIONS 21' HIGH VELOCITY HURRICANE ZONE(Hwft). a
10'-3' 1 SECTION fir 5 SECTIONS 21' ��( TBT%.6W LOCH BAR 2. ANCHORS SHALL BE AS USTED,SPACED AS SHOWN ON DETAILS. I 1 A I
ENGAGES IN TRACK
f0'-e'a SECTIONS 21'- ANCHOR EMBEDMENT TO BASE MATERIAL SHALL HE BEYOND WALL
10'--9'6 SECTIONS 1B'1 SECTION 21' ON EACH SIDE OF DOOR CENTER STILES SCHEDULE'A' DRESSING OR STUCCO. . a 2 a$z
Il' 5 SECTIONS 18'2 SWOONS 21' OUTSIDE KEYED LOCK CENTER STILES CONFIGURATION 3. ALL BOLTS,NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. ---
11'-3'4 SECTIONS 18"3 SECTIONS 21° 00011 MOTHS j OF CENTER STILES 4, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
11'-6`3 SECTIONS 18'4 SECTIONS 21' 3 OPTIONAL F.
I�"-I�if"-"�r� 6•-D•TO 8'-IS' 2 THESE DETAILS ARE NOT PART OF THIS APPROVAL
11%-9"2 SECTIONS 10°5 SECTIONS 21' LOCK BAR LOCKING SHOWN -,--JI-- -T1 ,14..7.'
1r 1 SECTIONS 18'6 SECTIONS 21' ALTERNATE TO -�---�• 10'-0'TO 1V-10' 2 5. A LOAD DURATION INCREASE N USED W DESIGN OF A1VCfTORS INTO 1900D ONLY. b--;.4 g •
V 14'-0'TO 13'-1O' J c g .�.`�
12'-3'7 SECTIONS 21'- SPRING LOADED SLIDE BOLT I g'DO'TO 0'-10" 14'-0'TO 11-12' 4 DOOR TESTED. ACCORDANCE TA 201 THE TAS-203
I'OF FLORIDA F
12'-66'x_'6 SECTIONS 15'2 SECTIONS 21" LOCKS SHOWN ABOVE 15'-It'TO 1B'-2' 5 BUILDING WOE,TAS-202°TAS-201&TAS-203 FOR FiVT12 AND C���w,.
12'-0'5 SECTIONS 18'3 SECTIONS.21' DOOR WIDTHSASTM E1886-05/ASTM El 296-.09. __ -
13' 4 SECTIONS 1B'4 SECTIONS 210 I
13'-3"3 SEcnons 18'6 SECTIONS 21' ejMfl' , “ur AO yy _I
13'-6' 2 SECTORS 18`6 SECTIONS 21' I I � i I I �. I��I�I ♦(. Po H i
13'-8- 1 SECTION 18' 7 SECTIONS 21' �1
£ . i- r-- �-A PRODUCT RENEWED
14 8 SECTIONS 21'- I 10=0'TO 11'-10' _I I 14"-O"TO 15'-10° J us complying with 4113 Florida .. ;�• •'•., '' d j
I4'-3"6 SECTIONS 18'3 SECTIONS 21' Building Codo - =
DOOR WIDTHS DOOR WIDTHS NOA-No. 16-0330.01 - No70592 IP/ d '
IP-8'5 SECTIONS 18'4 SECTIONS 21' r 0,�2 * Y * i %j
14'-8'4 SECTIONS 18'5 SECTIONS 21 _ ._ _ II�_,._I VIII Explrotio to 0.029 2 T 1 'ham
18' .3 SECTIONS t8'6 SECTIONS 21' 10 I - li♦� k1' ]I 1,_ lI ViMr1� !%,:, t•I� -
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16'-3`2 SECTIONS 18"7 SECTIONS 21' - . . —. _ .. _,-. BY
15-8" 1 SECTION 18' 6 SECTIONS 21' Mlam ••Product Ca11tT01 1. 413910*•.0 4` 05-03
15-8'9 SECTIONS 21"- 12'-0'TO 13'-10' I L4--- • 15'-1l'TO 18'-2' I A ,617/' .".. "11`
18' 8 SECTIONS 18'4 SECTIONS 21' 11 - DOOR WIDTHS DOOR WIDTHS i Nt11 A (shoot 1 of 5)
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CAW.STEEL U.BAR REINFORCING TRUSS CALF.STEEL U.BAR REINFORCING TRUSS 6 FOR 21'STILES
0 BOTTOM OF PANEL TRUSS FASTENED TO
TRUSS FASTENED TO VERTICAL INTERMEDIATE STIES I f; k l 7 �$i d
VERTICAL INTERMEOUTE STR.ES W/TWO W/TWO® 14%S/6"S.M.S.ANO TO END SUIS _ 5 FOR 18'STILES CCC I-
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1/2'%1-3/4°X i6 OA r J- GALE.STEEL BAR REINFORCING TRUSS 1
I- TRUSS FASTENTD TO VQTRCAL INTERMEDIATE STILTS }�7
OPEN TUBE 0 BOTTOM j I W/TWO#14 5 5/8"S.M.S.AND TO END S TIL {�
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REINFORCING TRUSS REINFORCING TRUSS REINFORCING TRUSS )- O Z
TWO AT BOTTOM PANEL ONE AT EACH PANEL ONE AT EACH PANEL. Iii.
OPTIONAL STOP MOULDINGBY DOOR INSTALLSf4 X 6/e'SMSSTEEL TRACK BRACKET FASTENED 6 PER HINGE TO WOOD JAMB WITH 3/4'%2"X N-1/2"X PANE STEEL5/16"X 1-5/8'LAO SCREWD SRLE,(4) TO UM Riv WITH
1/UE X TO 1-3/4'AX.056" URMEO STEEL, FLIPS AND(4)3/16"ALUM laVE75
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GLUED AND RIVETED TO PANEL 1I ly''
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1.9'X 2.19°X 3.3'% 090" SEE SHEET 3 FOR BRACKET SPACING c
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SEE SHEET 3 FOR SPACING '�. J or iIP/ __I1I"1.1111.111111161
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LomtilitPRODUCT RENEWED 9: G a as complying wllh tho Florida `. b
1/4-20 SS BOLT BUlltlid9 LYodo - 7tlS92 '.•\ -
STEEL TRACK s•- 7-1/2"X 3"X.071' 7-1/2"0 3'X.071' &NUT NOA-No. 16-0330.01_, ti`• titi �,_ o 0 0
14 CA X 2-1/8'X 1'(STANDARD GALE.STEEL CENTER ENO ROLLER HINGE 1r - Y7 ql� -I
12 CA.X 3-6/16'X I-1/2- 0 7/16'PUSHNUT HINGE Patton to 03129(2022"
/, � 1.132'DIA X.50'STEEL ROLLERS(STD.) ' !- drawing no.
FASTENED TO FLA INSTALLED ON ROLLER SHAFT NAL 9
1.82'DIA%.50'NYLON ROLLERS OP110NAL)) By ?�
W/1/4-20 X 5/8'TRUSS HD. INTERIOR SIDE 2.75'DIA X.60"STEEL ROLLERS OPTIONAL) Mani a e Product Control 6 `"OPoOP''•C9; 05-03�
SLOTTED M.S.&LOCH NUT € 49'
SECTION R-R 2.75•DIA X.50'NYLON ROLLERS OPTIONAL) / MAL T'�
WITH 5"STEM T TLLTt11 sheet 2of 5
POP RIVETS 2 X 2 X I/O'MOWZ,ANGLE r'
5/16"X 1-5/8"LAG SCREWS INTO WOOD OR HOW.TRACK SUPPORT, SPOT WELDED TO NORS.TRACK �SI o
2' 2-3/4'X 5-1/2"X 3"X.104° 5/16'SLEEVE ANCHORS CENTER SUPPORT REGD.ON DOORS WITH TWO WELDS AT 1-1 2 APARF r
1EL
ALA STEER BRACKET ON EACH SNE IWNH 1-1/4'EMBED INTO MASONRYIX�yEEDING 8 iT.IN HEIGIRFlRSi AT 3'O.C. J a'
\ 1 FASTENED W/(6) 14 X 5/8"SJA.S.-1- 3 PER BRACKET " A--1 REST AT 8"O.C. o
1 ' CONNECTED TO FI 3/4"ACKET ANGLE oz -`a' a
11111
- I" W/3/8-16 X 3/4"BOLT&NUT y g
I �' .090 MK.GALV.STEEL ADJUSTABLE I 2-1/2"X 4-1/4"X 13 CA SILLL PLATES A '1 AND TO SPRING SHAFT GUIDE WITH !��F. '+`T
SLIDE FASTENED TO BRACKET -j' WELDED TO 1-1/2"X 1-1/2'% 14 GA.ANGLE / A—J (2)1/4-20 X 6/8'BOLT&NUT L"
' ',..'11./6/16-18 K 3/4'HIX HEAD FASTENED TO TRACK � g 0. g 6
I SCREVTS&NU/4. WITH(4) 1/4-20 SS.BOLT&NUTS O.v..2
\ HORR.TRACK LENGTH a OPENING HEIGHT PLUS 12" cv
�� I TOP BRACKET .( 4III a p
,� -(STANDARD) I�j� re 0= u
TOP BRACKET
)/ LOW HEADROOM DOOREl 2-1 VERTICAL TRACK 8.;7,{71.g
GA CALV.STEEL TRACK /8"X 1"X A80" O `,.)SECTION A-A °¢0:of g'
HORIZONTAL REINFORCEMENT g 0.001/2"X 1-3/4"X.658"FORMED STEEL 111/14
Q 0 b-
j CLUED TO PANEL AND FASTENED TO 2'X 5-1/2°X,104" --}c-- 4112
N
I VERTICAL STILES WITH g GALV.STEEL 7 •
(2)3/18'POP RIVETS FASTENED W�(4)ROLLER BRACKES.M.S.OL DOOR 'SECTION HEIGHTS BRACKET PLACEMENTS LI'3 0 �(
HORIZONTAL REINFORCEMENT !FrIEADROOM DOOR OPTION HEIGHT 1ST 2ND 3RD 4TH 5TH B1 82 B3 D4 85 BB 87 138 a d P j
1/2°%1-3/M1°X.OSB"FORMED STEEL 8'-0° 18'18" 18"18"N/A 1'TO 2'11-3/4" 23" 34" 45" 56° 67" - 8 r
• VERTICAL
��SIXES
FASTENED TO 8'-6' 21"18" 18"21'N/A 1'TO 2'11-3/4' 23" 34" 45" 55" 67" - .,1 1
- (2)3/16"POP RNETS 7'-O' 21'21' 21"21"N/A 1"TO 2"11-3/4" 23" 34" 45' 56" 87` -
1 - 7'-6' 18"18" 18"18" 18'1'TO 2°11-3/4" 23" 34" 45" 56" 67" 78-1/4"
5/18"MEETING RIB
B'-0" 21'18" 18"18" 21"1"TO 2"11-3/4' 23" 34' 45' 56" 67° 78-1/4"
Il ?t 1.82'010.X.50'ROLLERS �{ )_ "-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM cc 00
, II W/.44 01A.X 4-1/4"STEM p 6 �''— FOR DOORS MORE THAN 8 FT.HIGH.USE ADDITIONAL TRACK BRACKETS AT 10.O.C. a M
I 0 DPIIONAL INSULATIONS: £z • W ,
BY'DYPIAST PRODUCTS LLC' a 1 V' Q
EPS-EXPANDED POLYSTYRENE .8
DENSITY= 1.05 PCF o ) 1.8'X 2.19'%J,3"%.090" i UE- �'
MORA 811-0926.07 S LLI TRA BRACKETS '� Z Z-
50-25 POLY-ISOCYANURATE m - f CONNECTED TO TRACK WITH — (n 0n O6"HIGH TO W I
DENSITY o 2.0 PCF 1 I ) 1/4"BOLTS&NUTS. �I�f 2 O 5 n
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BY'CEJ OFOAIJ NORTH AMERICA' �— N DO1 N a
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j I' MIN..024'ROLL FORMED STEEL PANEL. I, 0 1 S
DRAWING QUALITY G-40 6 1 1
MIN.YIELD STRENGTHS 34 HSI n:
WITH PRIMER AND BAKED-ON r--.. u
I POLLSTER PAINTED TOP COAT TRACK CONFIGURATION
DI APPLIED 10 BOTH SIDES OF STEEL D z
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VERTICAL LIFT HIGH UFT STANDARD LIFT LOW HEADROOM .2-6;3'0 a
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AVAILABLE TRACK OPTIONS
BOTTOM BRACKET FASTENED
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PRODUCTggRENEWED �`��P�Vc ",..1.,..u,.,/
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BOTTOM SEAL OPTIONS as
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odowTfh the Florida /,'� V d .61.
SEE SHEET 4 woa No. 16-0330.07 .., = .�
40-.001
- Expiration to 03129/2022 • *4? r _,_j
SECTION A—A t . OP :-` . drawing no.
SEE SHEET 2 FOR LOCATION Miami Product Control " `..'@T;!j�R�•'�(2�� 05-03
OF REINFORCING TRUSSES r°NAL +` (shoot Sof 5
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, IN. / 1/2"X 1-3/4'X.055" p
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1-1/2'MW, SELF OWUJOGSCREWS ®8%1'OR ��83 " - J 16''RWE%'STEEL FlNETS SELF DRILLING SCREWS Z g 6
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A7 48°O.C. MULTICRIP W/COME HEAD F S ;g
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REINFORCEMENT 0' S'
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AND 12'0.0,MAX. AND 12'O.C.MAX. L— u n
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RUBBER W'STRIPPING (LSC 2 O ;
2 SC2P � 4 �Do 040 8 Q 3 �1
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BOTTOM SEAL OPTION$
OPTION 'A' OPTION 'B'
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WOOD BUCK CONNECTION TO WOOD SUBSTRATE(WOOD SPECIFIC GRAVITY SG=0.55 MIN.) 0 0
M
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT w �j r'1
TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN LS
O ¢
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. fi
FEB DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD.INSTALLATION MAY BE / (3 a
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHOR SPACING g ?1-W a
ANCHORS STRUCTURE EMBED SPACING EDGE 01ST. � Tn 01 O I
3/B'KG SLEEVE BY'HILTF CONC. 1-1/4" 6" 2'
5/16'X 1-6/8' 3/6'CONFLEX BY'ELCO' FILLED BLOCK 2' 4' 3-3/4" O 0 1C.7 rri
LAG SCREWS3/8'DYNABOLT BY'Inv' CONC. 1-1/2" e` 2-3/4 G O 2
AT 12'O.C. STEEL STRUCTURE BY OTHERS 8'POWER-BOLT BY POWERS' CONC. 2 8' 2'
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MUST SUPPORT THE LOADS IMPOSEDO u) fy
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3
BY DOOR SYSTEM 3/8°SLEEVE-ALL BY id
CONC. 1-1/2 8" 3' CO Q1 m
CONCRETE i c-3000 PSI MIN, 0 _.!
% 5/10'DA,BOLTS C-90 GROUT HUED BLOCK l's,=2000 P51 MIN. • K
WOOD BUCK CONNECTION TO MASONRY +°'.° ' ; i WITH WASHER&NUT r.
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO ' 5 E jIITI8'o.o.UIbDc.
EDGE DIST:GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH
1/4'ULTRACON BY'0.00'WITH SPACING OF i A i I
10'O.C.INTO GROUT FILLED BLOCK WALL,WRH 2-1/4'MIN,EMBED ��,-,.:t „„-J •�
10'O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4'MIN.EMBED ��"��
3'MW.EDGE DISTANCE I `I / 'I' �_
1-1/4'S 2-1/2'X 14 GA g •
1-1/2' 'I', i-1 2' COLFJT�I SiEFl AnNGLE [1.121_/211 pp }�,, I
1/4'TAPPER BY'POWERS'WITH SPACING OF 12 GA.GALV.STEEL § 2 I
8'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-I./2°MIN.DARED 6a
10'O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4' N.EMBED 1 16"X 2-i 2 RAT BRACKETS f3'LONG m g z
3'NEN.EDGE DISTANCE3 /FILLET WE o5 - AT GAIN STEEL•TRACK + I
AT 12'O.C.IN DOOR OPTIC.
3/B'CONFLIX BY'ELCO'OR AT 12'O.C.MAX. CONNECTED TABOVE DOOR PNG. FASTENED TO TRACK PLATES d
W (2)1//4-20%5/8"TRUSS HO.
3/8°LDT BY Tyr WITH SPACING OF WI(J)SPOT WELDS AT EACH SIDE SLOTTED U.S,&LOC*NUT IA 4,1- "I': 1 I
22°0,0.INN 3000 PSI CONCRETE,WITH 2-1/2°MIN.EMBED w<
3'MN.EDGE DISTANCE ITI2 USUS ANGLE TRAOK )IEVERSE TRACK CONTINUOUS ANGLE TRACK m,v S i
3{e'NLC SLEEVE BY'H1LTI'WITH SPACING OF TO WOOD BUCK TO STFFI, TO CONCRETE AND FILLED BLOCK
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8 0.C.INTO GROUT FILLED BLOCK WALL.WITH 1-1/4'MN.EMBED.4'MIN.EDGE DIST. ?"c-- ,
12'O.C.INTO 3005 PSI CONCRETE,WITH 1-1/4'MIN.EMBED AND
2-1/2'MIN.EDGE DISTANCE ALTERNATE TRACK INSTALLATION
1,11fuL qAM
PREPARATION OF JAMBS BY OTHERS `� 4 �• '
PRODUCT RENEWED J� "TOS
as complying with the Florida CEN"- 6
FOR NEW CONSTRUCTIONUPPPTERGWUCT OF RECORD OR ARCHITECT M TO VERIFY •
Building Code `-
ADEQUACYOOROF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED 9
BY DOOR SYSTEM, NOMNo. 16-0330.01 _ 70682 `to c
FOR ODOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF Expiration 03129!2022 ; •�� tib•;*`
'RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY _ �I 4Ali'; - --
BUILDING OFFICIAL UPON INSPECTION. ®y _ O• L. drawing—no.
MAXIMUM EXTERIOR(+)LOAD PER JAMB=(18,16'%40 PSE)/2=363.2 Lbs pet R. Miami- Produe Control ��i S'•.,,OR10R••G�; 05-03
MAXIMUM INTERIOR(-)LOAD PER JAMB=(18.16'X 44 PSF)/2°+389.5 Lhs por FL r s�AlAl �`
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1 *PLASTIC COMPLIES WITH ^•506 .25I1 ,, 1
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7-24 GA(.024)STEEL MIN. SEE EVIDENCE PACE o
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7/16"DIA WASHER '' �'
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....il, Building CodeNfgeq
' r_. NOA-No. 10-0330.01 i :5•• �, I
7/16'DIA.WASHER Vi ` FSS A8 � �,
Expiration. >03/29/2022 $
By Ar,,,,„„,..,- * 1% ti,592 r it ;t 3
DDDR PANEL EXTERIOR Mmml-D.d.Product Control .. 1� 1f '
24 GA. (024)STEEL MIN. r / drawIn no.
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24 GA.(.024)STEEL MIN. GLAZING BITE
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WINDOW WIDTH '� /ONAI.
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