HomeMy WebLinkAboutProduct Approval MIAMIDDADE MIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
DAB Door Company,Inc.
12195 NW 98m 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 16'-2" Wide w/
Window Lite Option(DP+48.0,-52.6 PSF)
APPROVAL DOCUMENT:Drawing No.98-05,titled"24 GA.Roll Formed Steel Sectional Garage
Door",dated 02/23/1998,with revision M dated 10/03/2017,sheets 1 through 6 of 6,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.
AlISSILE 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#17-1018.11 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as
well as approval document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No.20-0107.05
MIAMI DADS COUNTY Expiration Date:July 21,2025
Approval Date:March 5,2020
pz�25 � Page 1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted in previous files
A. DRAWINGS
1. Drawing No.98-05,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated
02/23/1998,with last revision L dated 03/05/2015,sheets 1 through 6 of 6,prepared by Al-
Farooq Corporation,signed and sealed by Javad Ahmad,P.E.
B. TESTS "Submitted under NOA#11-0414.13"
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-07-4267,dated 06/29/2007,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-11-3206,dated 02/10/2011, 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-T101,dated 01/29/2011,
signed and sealed by Candido F.Font,P.E.
"Submitted under NOA#05-0217.02"
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.,Test
Report No.HETI 03-1328,dated 07/15/2003,signed and sealed by Rafael E.Droz-Seda,PE.
5. Test Report on Uniform Static Air Pressure Test,of"Sectional Residential Door"prepared by
Hurricane Engineering&Testing Inc.,Test Report No.HETI 03-1329,dated 07/15/2003
signed and sealed by Rafael E.Droz-Seda,P.E.
6. Test Report on Tensile Test per ASTM E-8 of"Sectional Residential Door(skin)"prepared by
Hurricane Engineering&Testing Inc,Test Report No.HETI 03-T078,dated 10/31/2003,
signed and sealed by Rafael E.Droz-Seda,P.E.
"Submitted under NOA#03-0210.04"
7. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of a painted G-40 steel panels,
prepared by Celotex Corporation,Test Report No.258592,dated 08/17/1998, signed by W.A.
Jackson,P.E.
C. CALCULATIONS "Submitted under NOA#14-0814.08"
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.
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.20-0107.05
Expiration Date: July 21,2025
Approval Date:March 5,2020
E-1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS (Cont.) "Submitted under NOA#09-0128.01"
2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0
2007,dated 04/05/2011,signed and sealed by Javad Ahmad,P.E.
"Submitted under NOA#09-0128.01"
3. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0
2007,dated 12/18/2008, 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 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. 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-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#14-0814.08"
1. Statement letter of code conformance to the 5'h edition(2014)FBC and no financial interest
issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E.
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.20-0107.05
Expiration Date:July 21,2025
Approval Date:March 5,2020
E-2
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUB
2. New evidence submitted
A. DRAWINGS "Submitted under NOA#17-1018.11"
1. Drawing No. 98-05,titled"24 GA. Roll Formed Steel Sectional Garage Door",dated
02/23/1998,with revision M dated 10/03/2017, sheets 1 through 6 of 6,prepared by
Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-0221.06, issued to Insulfoam, LLC,for their Insulfoam
Expanded Polystyrene Insulation, expiring on 11/29/2022.
2. Notice of Acceptance No. 16-1108.04,issued to Dyplast Products,LLC,for their
Dyplast ISO-C1 Polyisocyanurate Insulation,expiring on 01/11/2022.
3. Notice of Acceptance No. 15-1203.04,issued to Cellofoam North America Inc,for
their Expanded Polystyrene Block Insulation, expiring on 02/24/2021.
4. Notice of Acceptance No. 15-0915.08,issued to SABIC Innovative Plastics, for their Lexan
Sheet Products,expiring on 07/17/2018.
F. STATEMENTS
1. Statement letter of code conformance to the 6th edition(2017)FBC,prepared by Al
Farooq Corporation,dated 12/23/2019, signed and sealed by Javad Ahmad, P.E.
G. OTHER
1. This NOA renews NOA#17-1018.11.
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.20-0107.05
Expiration Date:July 21,2025
Approval Date:March 5,2020
E-3
7-i/2'X 2-1 4`'X i8 6A. TOP FIXTURE 5-1j2`X 2-3 4 X.D.1' r�
G4LV.STEEL CEtNT¢2 HINGE - •PUSH NUT j• m .
STEEL PLATE WITH ONE 5/16-18 MS W/NUT OPTIONAL DOOR NEWER 4 Y
g WIT(4)X14%5/8•SMS FASTENED TO END STILE� TO BE INSTALLED AT
WTTHDUT DEUNON SCEAE ISTD.) �t (6)IT
X 3/4'SELF DRILLING SCREWS ANY DENIER SITLE c
g 7=1/2"X 3`X.071"'GALV.STEEL. SEE.SHEET 4 FOR TOP BRACKET OPTIONS m
END ROLLER HINGE I NB N6 1PRODUCT
Wf(6) #14 X 5/8'SMS I O @ I CENTER STILES as mpwith RENEWED
Q b~ v
WITHOUT DELRON SLEEVE(STD.} J SEE SDN.N Building Code r•-`
® WI11i DELRON SLEEVE(OPl'IONAL) 11' E POA-No. 20-0"07.05 A r 2 tt
7-1 2'x 2^if4"x.071' 1 0 :� a l 6
.Z/12;T&-1./1?
AL STEEL.CENTER HINGE Expiration D e07121l2425 ( O 4�,
g W/(4)¢14 X 5/0'SMS LOCK B
g
WITH DELRON SLEEVE(OPitONAk) 2j DOOR �\ Miamt-Dade Product Contra) U;
CENTER HINGE i I 1•w x.ts THK.LFIICFL, � - -
i STANDARD LOCK "� f^ -- I - - m �N
t\ SPRING LOADED SLIDE BOLT(BOTH SIDES},`. + pzp Q 0 s N
t>p �O WDLL Fp`
FASTENED w/(a)g14 x 1/2"S.M.S. LL.z
Sj8'MIN,LOCK ENGAGEMENT \��`B g �.N z 02 E1
CONFORMS TO.SECTION 1008 REGARDING 6.25 ',
GARAGE DOORS �� I °D o $O A W N S 9
.158 DIA GACV.AIRCRAFT TYPE
VFWCABLE k NICO-PRESS SLEEVE
. 5 TO 1 SAFETY FACTOR - - -
7"X 3`X 0.1' ® g
n
STEEL PLATE f C "� p3 n
WITH(4)X14 X 3j4' 1J g J g G "�
SELF DRILLING SCREWS
BRACKET BRACKET i a �i CL
STD. LIFT DOOR LOW HEADROOM l
— DOOR OPTION
TOTAL$OF
ODOR U BMS AT ♦� ,% OPTIONAL VENTS t
NacFNT CONSISCS OF FART poen 1-7 8"X 3-1 jB'X.070" OPTIONAL FLUSH FACE L q I
STEEL PLATE �� {3}5'WIDE AT 7'O.C.MAX. WOOD GRAIN DESIGN ii
6'-B' 2 SECTIONS 18.2 SECTIONS 21' OPNG,,AREA NOT TO EXCEED 120 SQ. IN. MAX, DOOR WIDTH O CO
WITH (4) 114 X 3/j-SDs & Q�o
8'-9' 1 SECTION i8` 3 SECTIONS 21' j• 16'-2' O
7' 4 SECTIONS 21'- DpOR TESTED IN ACCORDANCE WITH THE REWIRt1NENT5�OF FLORIDA
- - 3 CENTER STILE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT INSIDE ELEVATION BUILDING CODE,TAS-202,TAS-201 k TAS-20J FOR NVHZ AND
S SECTIONS 18'- q N p
ASTM E1866-05 ASTM Et996-49,
7'-s' 4 SECKONS 18'1 SECTION 21' OUTSIDE END STILE RAISED PANEL EMBOSSED DOOR ev -
6 3 sECTtorts 1N1'2 sECKONs 21' HANDLEJ QENFReI NOTES
-i'-3• 2 SEGRONS 1S-3 SECTIONS 21' 1.THIS PRODUCT HAS BEEN DESIGNED AND TESi'ED TO COMPLY WITH THE
8'-6' 1 SECTION 18• 4 SECTIONS 21' DAB DOORS INC. REQUIREMENTS OF THE 2014(5TH EDMON)/2017(67H EDITION)FLORIDA
"8'-S" 5 sECRoxs 21'- Hurricane Mastery Model 824/811 BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(RMZ},
9' 6 SECTIONS 18'- LOCK BAR GUIDES Max.. Size 16'-2" X 16*-0' High 2.ANCHORS SHALL BE CORROSION RESISTANT,SPACED AS-SHOWN ON DETAILS iy I
5 SECKONS 18't SECDCN 21' 4 INSTALLED ON END SNLE With Window lite Option AND INSTAU.ED PER MANUFS INSTRUCTIONS.SPECIFIED EMBEDMENT TO 615E
9'-6' 4 SECTIONS 18`2 SECTIONS 21' WAIN(4)#14•X 5/8'BMS MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
21•
4 W++�
8'-B' 3 SECTIONS 16'3 SECTIONS c
10` 2 SECTIONS 18' SECTIONS 21" a 1&X.6W LOCK BAR DESIGN PRESSURE RATING a + 48.0 PSF 3.A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 9
10-3' 1 SECTION 18` 5 SECTIONS 21- ED(GAGES IN TRACK 52.0 PSF 4'MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS,THAT q q
10'-6.6 SECTIONS 21'- ON EACH SIDE OF DOOR COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MELT THE o 4
CENTER STILES SCHEDULE A' REQUIREMENTS OF THE 2414/2017 FLORIDA BLDG,CODE k ADOPTED STANDARDS: y z ? I
10'-9'6 SECTIONS iS"1 SECTIO!21' CENTER STILES CONFIGURATION 5.THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
f1• 6 sEctwNs 1a•2 SECT=S 21• �l TISIDE KEYED LOCK POOR WIDTFNS $ CEN1EFt"7I1E5 FOR A SITE SPECIFIC PROJECT,1-LIFE'SAFETY OF THIS PRODUCT,AOEOUACr '
tt'�T•4 SECTIONS 18'3 SECTIONS 21' OPTIONIiL OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND,OPENWC FOR
3 SECTIONS 18"4 SECnONS 21' B'-Q'TO 9'-10' 2 WATER INFILTRATION RESISTANCE Err.
LOCK BAR LOCKING SHOWN ®®® Tri
11'-9'2 smnONS Iis's,5 SECTIONS 21' l0'-0'TO'11'-10' 2 ANDCONDITIONSOBE NOT SHOWN IN THIS GROWING ARE TO BE ANALYZED SEPARATELY, c o
12' 1 SECTIONS 18'8 SECTIONS 21' S ;SPR NC OADFA SLIDE BOLT I I NATE 10 12'-0'TO 13'-t0` 3 AND TO BE REVIEWED ELY BURRING flFF1CW... v a
f2'-3' 7 SECTIONS 21'_ 8'-0^TO 9'-10` 14'-0•TO 15'-1D' 4 6.MANUFACTURER'S LABEL SHA L BE LOCATED ON A READILY VISIBLE LOCATION -
LOOKS SHOWN ABOVE �
12'-6'8 SECTIONS 16'2 SECTIONS 21' DOOR WIDTHS i5'-i i'l5 te'-2' S IN ACCORDANCE WITH SECTION 17093,3 OF FLORIDA BUILDING CODE
12'-9.5 SECTIONS 18 3 SECTIONS 21• LABELING TO COMPLY WITH SECTION 1709.9.2. i
Al 1111111/ ri/ t
13' 4 SECTIONS 28'4 SECTIONS•'21" l�ICE� ®®® ®�® i '
13'-3'3 SECTIONS 18'S SECTIONS 21' 1 /14%3j4'SELF DRIWNG SCREWS
2 SECTIONS 18'8 SECTIONS 21' ®It •L x'i'1�.16r 7iaeidt•
13'-8'1 SECTION 18' 7 SEcDONS 21' trrswiO° IN LIEU 4F LF14 X Sf8'SMS
14 8 SECTIONS 21'- ARRQliiert Nol �f •� 10'-0•TO 11'-10` 14�-0"TO 15'-10' c
0592 a
14'-3`B.SECTtOhtS 18'3 SECTIOT8i,21' iS tadNE{ph T.RY i A DOOR WIDTHS DOOR WIDTHS
14'-B'S SECTIONS 78'4 SECTIONS
2r
14'-9`4 SECTIONS 18'5 SECTIONS.21' 6
15' 3 SECTIONS 18`6 SECTIONS Ti'
PtudoFN Cu¢Mt ®® IAV ® ®®® ®® or+. b3 r�
7 tot� �Q�.., gT TE OF +'.E{/ drawing no.
15'-3'2 SECTIONS 18.7 SECTIONS 21' 10".
' F[ORIDi;... \�`'� .
SECTION/8` 8 BECKONS 2t' '•.`..,. 98-05 .
15'-9'9 SECTIONS 21'- REFTi1N TO SHEET 2 12'-0"TO 13'-10' 1S'-11'TO 16'-2' 4jA%* C,T I
N6' a SECTOis T8'4 BECKONS 2f' FOR U-BAIL PLACEMENT OODR'WDTFIS DOOR.WIDTHS Vir7ONAL�AA�, sheet 1.of 8
SCErION 4 .— SCEIION 6 _-N I. 6
^ O
SCEiION 3 SCETION 7 SCETION 7
M q @ ta7
SCEnOH 2 SCEION 6 scimm 6
Q oaf $N C9 ,
SCEnON t
SCETION 3 SCEnON 5
4 SEC ON DOOR
SCETION 4 SCEnON 4'
HMGHT(LANCE 6'-6`TO 7'-0' SCETION 3 SCETION S
(3)U-BARS V D C p
SCErION 2 ,$=ON 2 Q'C 11.1.1 p _
Qaap.1
SCEnON 51 � 1,1 � SCEn01L 5 ll y�fljON 1 SCEROH i Q ^
OJ
Q Wali Ip` �
scmON+ EEI +
scElmx 4 8 SECTION DOOR 8 SOON DOOR 1L Z O:�
HOOHT RANGE 12'-8'TO 13'-3' HEIGHT RANCE 13'-6'TO W-O'
SCMH 3 SCEI10N 3 (5)U-BARBS (6)U-BARS
1
SCETION 2 sCEnON 2 SCERON e o n
N.
SCEnON 1. SCEIION 1 SCETION 8 m
5 SECTION DOOR S SECTION DOOR SCETION 77
HEIGHT RANGE 7'-6"To 6'-0" HEIGHT PoWGE 6'-3''TO 6'-9• o G 00
(3)U-BARS (4)EU-BARS ,
SCETION 6 W C 0 u -
M %
SCETION 5 - Q
S=ON 6 smmN 6 LL L
_ SC Ok 4
SCEnON 5 SCEIWN 5 SCEnON J 0 1-n
O Z N
S.=ON 4 scEnox 4 PRODUCT RENEWED o o
5CE71aN 2 se complying with the Florida
SCEnON 3 SCEIION 3 building Code
scEnoH t NOA-No. 20-0107.05 N p{=F
SCETION 2 SCEnON 2 Fxptration D le07/2112025 c---�.
_ 9 SECTION DOOR
sCEnON 1 SCEfION 1 NOCK ROSE W-3'To I5'-s" By
(6)U-aARs Miami-Da Product Control 1L�;
6 SSEEcnON DOOR 6.SEc110N I]DOR
HEIGHT RANGE W-O'TO 10'-3' HEIGHT RANGE 10'-6• SCEFiOH 10 -
(4)U-awS (5)U-BAR.^. PRODIJC E REVISM o "'
SCEncN 4 -- LS C4mpT}4o;nki lilt
ta:ding Cud4 )7 f01 u
Atecit" No
scrnox B FaptntLa Dote m oll
SCUON 7
SCEnON 7 L ICA Z N
SCOON a 'L15ATP Ntbidtei w
cm«
SC010.Ns o o=`ten
SCEnoN 5
SCETSN5
SCETSt1,4 `!II\11111p111fff( m b ;, -
SCETION 7
SCETION 3
scEnox z '=
SCMN ILL
- �=
7 S'ECNON DOOR stEnax 1 OP .Sy� drawing no.
HJCHT'RANGE iw-s•to ir-3• 10'sEO m DOOR C)�.. 3 Zp) 9$— C�
xEva�}U-E�16'ro• ��AI���Lit���� west 2 of fi
24 GA STEEL PANEL
PRODUCT RENEWED -as complying with the Florida
Bulici ng Code
NOA-No. 20-0107.05 m
Z1k eA
Explration o0712112025tt
FLAPS BENT OVER.PANEL
By
® MlamT-0ade Product Control
o W
1/2"PUNCHED HOLES }i' V O �LL j
- - a L-
®4'O.C.
USE REINFORCING'U'BAR AT
TOP SECTION ONLY AT
16 GA.X 2-1/4'X 3/4'X 2' FOUR SECTION DOORS }�+
GALV,STEEL U.BAFL REINFORCING TRUSS 16 GA-X 2-1/4'%3/4'X 2' Ip �, Z O q
O BOTTOM OF PANEL TRUSS FASTENED TO TRUSS
STEEL BPR RBERTICA I TRUSS
VERTICAL INTERMEDIATE STILES W/TWO TRUSS FPSTENED TO VERTICAL INTERMEDIATE STILES ______�
(714 X 5/8`SM.S AND TO END STILE W/TWO/ 14 X 5/8'S.M.S.AND TO END STILE _ _ j LL z o 2 Fr
W/FOUR 14 X 3/4'SELF DRIWNG SCR. I 5 O.pmj g
W/FOUR 114 X 3/4'SELF DRILLING S. Q y7'I m f
I A
1/2"X 1-3/$X 16 GA
OPEN TUBE yq� yJ N
m TOP k BOTTOM 1 3/16'POP-RIVETS
OF EACH PANEL AT 4'O.C.
I.i ti
(6)FOR 21`STILES �
(5)FOR 16'STILES d
C O Si
0` ® 16 GA X 2-1'/4'%3/4`X 2' �n tM�J
GALV.STEEL 11 BAR REINFORCING TRUSS >+
TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES END STILE OP,
.
W/TWO$1.4 X 5/8`S,M.S.AND TO END STILE
W/FOUR$ 14 X 3/4'SELS DRILLING SCR. .024'STL PANEL E m o
1ST SECTION (BOTTOM) INTERMEDIATE SECTIONS TOP SECTION OUTSIDE OF DOD 3 0
REINFORCING REINFORCING o O Z t^o
m
OPTIONAL STOP MOULDING - � ED CD
BY DOOR INSTALLER 5� Q N
STEEL TRACK BRACKET FASTENED E � N O-T�E
TO WOOD JAMB WITH 3/4'X 2'X 2-1/2'X.049'STEEL
5/16'X 1-5/8'LAG SCREW 614 X 5/8-HINGSMS END STILE;CONNECT TO PANELS WITH O
(FULLY THREADED) FLAPS AND(5)OR(6)3/16 ALUM RIVETS
HEX WASHER HEAD TYPE A 1/2'X 1-3 4'X.058'FORMED-STEAL SEE DETAIL ABOVE
/ SOLID BRASS DOOR VIEWER
CLUED TO PANEL AND SECURED TO
SOUTHERN PINE END STILE WITH(4)3/16'POP RIVETS BY'SCHLAGE SECURITY HARDWARE' 3i 3i n
0.55 S.G. ^
.•- :a• 1-7/a'X 2-5/6'X 049'SM EDGE �f INSTALLED IN 9/76` DW. HOLES IN CENTER STILE m
CENTER STILE,GLUED AND RIVETED DISTANCE I POSITIONED AT EYE LEVEL o€ o
is TO PANEL W/(4)3/16RIVETS POP RIVETS .n, I PRODUC r B6V16FO
2'MIN. $14 X 5/8'SIMS. e: •p+ 1-+3/16. =bias Fltei<k9 m p
I ED I 4/HINGE ; .I.. ..� bWdmq /O f15'f/
Ac,gg-.Na 17_e_ �
F3plradoa BoleO
1 �3/8'POWER-DOLT 'POWERS 11 .
1-3/16' .
2'MIN.EMBED INTOT CONC. 6._ SL .Lk... c w m^
2'MIN.EDGE DIST. hlfpyyL}yy. asfC�OYvS °-� o-S H^o
ONE PER BRACKET S
1.9'X 2.19'X 3.3'X.090' SEE SHEET 3 FOR BRACKET SPACING x a
STEEL TRACK BRACKETS I L
SEE SHEET 3 FOR SPACINGIE-j
7HINGE 1/4=20 SS BOLT0 05927-t/z'X LD50' INTERIOR IDE7- &NUTGALV.STEEL 'END STEEL TRACK CENTER14 GA X 2-1/8'X 1`(STANDARD) EEL ROLLERS(STD.) Q 8 TE OFdroWing no.
12 GA.%3-S/16'X 1-1/2'(OPTIONAL) 7/8'PUSHNUT1.82' OLLERS OPTIONAL
FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT ( ) n �i� ` '+ RLOP,: \ � 98-05
W/1/4-20 X 5/8'TRUSS HD. 2.75'DIA.X.50'STEEL ROLLERS(OPTIONAL) VG`3" zp)� i�vns•''•••' '���
SLOTTED M.S,k LOCK NUT SECTION B-B 2.75'DIA,X.50'NYLON ROLLERS(OPTIONAL) �r i� L1 sheet 3 of 6
WrTH 5'STEM 811 11 1 1 11
POP RIVEFOR DOOR HbGHTS UPTTS 5/16'% 1-5/8°LAG SCREWS INTO WOOD OR HOR
:3" I2.TRACK SUPPORT, 1-1/2`% 1/2"X GH HO ANGLE m
O 7 FT. �
2' 2-3/$X 5-1/2'XX.104' S/18"'SLEEVE ANCHORS CENTER SUPPORT REOD.ON DOORS WITHOUT INSULATION OR.WINDOWS, p
GALV,STEEL WITH 1-1/4"EMBED INTO MASONRY EXfEEDING 8 FT.IN HEI 2'X 2'X 1/8'.HORIZ.ANGLE
/ TOP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET II A FOR DOOR HEIGHTS ABOVE 7 FT.OR
FASTENED W/(6)#14 X 5/8'S.M.S. I I , DOORS WITH INSULATION OR WINDOWS Z m
SPOT WELDED TO HORI2.TRACK O
090 THK.CALV.STEEL ADJUSTABLE 2-1/2'X 4-1/4"X 13 GA STEEL PLATES WITH TWO WELDS AT 1-1/2'APART
SLIDE FASTENED TO BRACKET - - WELDED TO 1-1/2'%1-1/2'%14 GA ANGLE -- A�-•-) FIRST AT 3'O.C..REST AT 9'O,C.
W/5/18-18 X 3/4'H(OC HEAD FASTENED TO TR4CK - -- CONNECTED TO FLAG BRACKET ANCLE. IL 1 G
M.SCREWS k.NUfS, W/3/8-16 X 3/4'BOLT k NUT
WITH(4)'1/4-20 SS.BOLT k NUTS -- HORN.TRACK-LENGTH=OPENING HEIGHT PLUS 12' AND TO SPRING SHAFT GUIDE WITH C
TOP BRACKET (2)1/4-20'X 5/B'no k NUT d yI
(STANDARD) TOP BRACKET' G C
(OPTIONAL) O O,,T vi
LOW HEADROOM DOOR 14 GA.GALV.STEEL TRACK a p o
HORIZONTAL REINFORCEMENT VERTICAL
Ile X 1-3/4'X.058°FORMED STEEL 2-1/8'X 1'X.080' O 8��
GLUED TO PANEL AND FASTENED TO SECTION A-A 13(q p n
VERTICAL STILES WITH 2'X 5-1/2'X.104.' 1 Z `
(2)3/18'POP RIVETS GALV.STEEL Z N
FASTENED W/(4)$14 X 5/8'S.M.S. r -O.f.e
TOP ROLLER BRACKET FOR OR • SECTION HEIGHTS BRACKET'PLACEMENTS ,�O ID g
LOW HEADROOM DOOR OPTION HEIGHT
HORIZONTAL RENf'ORCEMENT 1ST 2ND 3RD 4TH 5TH B7 92 B3 B4 BS B6 B7 88
1/2'X 1-3/4'X.058'FORMED STEEL - 6'-0- 18 18 18 18 N/A I-T0.011-3 34' 45S667"GLUED TO PANEL AND FASTENED TO 6'-6' 18' 18'21'N/A 1°TO 2' 34" 45S667°VERTICVL STILESWITH(2)3/16''POP RIVETS T-0 21"21"21'21"N/A 1'TO'2" 34' 45' S667"5/16'MEETING RIB 18"18° 18 18 18"1'TO 2' 34" -45" 56' 6T 78-1/4' ' ' ' 18'18" 21'1"70 2 34" 45" SW 67� 78-1/4" 1O
1.82'DIA.X.50°STEEL ROLLERS �c —SECTIONS ARE NUMBERED STARTING AT THE BOTTOM m I
•® W/,44 DIA.X 5-STEM =ia FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. G o v
Z o, N Ttif7 un
OPTIONAL INSULATIONS: o S m 1.9"X 2.19'X 3.3'X.090' .PROMICt 86 ithemt
8Y'OYPLAST PRODUCTS LLC' STEEL TRACK BRACKETS balQl gvi157Se Fiot6Sd O vi m
I50-25 POLY-ISOCYANURATE 2-3/16`HIGH o
DENSITY=2.0 PCF m CONNECTED TO TRACK WITH Atuptaea No I •II V m v cI .
HOA$16-1108.04 ) 1/4OR
'BOLTS&NUTS. �K o 3 o n
ItY'CEU OFOAM NORTH AMERICA' m ^ a
DENSITY- 1.03 PCF �SL 0 Z
ai,A-.:ixEna CanheT �. o c
N.OA 815-1203.04 ammm°i 0/
OR p�2f
BY'INSULFOAM LLC m r
DENSITY a 0:92 PCF
N.OA#17-0221.06 m O
• m fi
®` 14 GA GALV.STEEL S
ROLLER HINGES FASTENED
W/(6)Q 14 X 5/B`SMS
_ MR.024"ROLL FORMED STEEL PANEL ¢w N
DRAWING DUALITY G-40 ~
MIN.HELD STRENGTH=39 KSI v
WITH PRIMER AND BAKED=ON m
PGLYsrER PLANTED TDP COAT . TMCK CONFIGURATION 2 g l
d APPUEO TO BOTH SIDES OF STEEL '
1'21.
12 GA c,ALV STEEL FASTENDOUBLE TRACK L LIFT HIGH LIFT STANDARD LIFT LOW HEADROOMBOTTOM BRACKET ED _ $- o
W/(4) 14 X 5/B"SMOfYT10N
S x ,
AVAILABLE TRACK S```11�jy1�LL1111NT7j�l' _
�♦ F?'........
PRODUCT RENEWED
as complying with the Florida a
BOTTOM SEAL OPTIONS NOTA-No Code 20-0107.05 .7 592
SEE SHEET 5
Expiration D te0712112025 - -
By_
�Q,'• T OF drawing no.
�.
SECTION A-A Mlaml-Ded� Product Control O4,t.. 0,3j �i�i�s......... ����� 98-05SEE SHEET 2 FOR LOCATION ���r 4 -1 6
OF REINFORCING TRUSSES
411eE REINFORCEMENTs x FORMEDtEEL•%'05$'SELF DRIWNGj CREWS #8 X 1'1 E DIST. SELF DRILLING SCREWS o i 3ji6"'RNDC'STEEL RNETR 'zh ; tiaS m 'N MULTIGRIP'W/DOME:HEAD OR 'RNEX'STEEL RIVETS 0Z q, AT 48'O.C. MULDGRIP W/DOME HEAD2 ;ZAT 4I O:C:REINFORCEMEM 51/2'X 1-3/4'X.OS@' DFORMED STEEL�. 1/4'ON.LAG SCREWS 2SY1/4"DIA.IAC SCREWS4. WWOOD BU I AT 6'FROM ENDS AT 6 FROM EN05 (�G CAND 11'O.C.MAX, ANO 11'O.C.MAX 0 N r t
W'STRIP ADAPTER C '4 '
i ALUMINUM �ADAPTER C C fl E q
RUBBER W'SiRIPPlNG 0 ^I ,
RUBBER W'STRIPPTNG z O
.050 ---�' .¢_ .040 °j o
J7 7Dp
PROLI1Ct RB omp o N
n
BOTTOM SEAL OpmONS asaaplyi Milkdalleft v, a
OPTION `A' OpTiON 'e`, fnalteda
Aaceptiece No T'1�IBfj {
1-*"T��ame o "'
WOOD BUCK CONNECTION TO W000 SUBMA (WOOp SPECIBO GwiVrtY SC-0,55 MIN.) & >�
THE INSTALLATION METHODS SHOWN ABOVE.SHOWS 2X6 SYP WOOD BUCK ATTACHMENT _
SAO, � C '0
TO WOOD STRUCTURES,IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN T M
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. '
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD.INSTALATION MAY Be .O Q •,
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL SPACING
.UPON INSPECTION.
ANCHORS STRUCTURE EMBED SPACING EDGE DIST. L
fl
1/1--,
8 HLC SLEEVE 8133- CONC. 1-1/4- 8' 2' c a m c o
5/16'X 7 5/8' 3 8 CONFLIX BY'0.00' FILM BLOCK 8' 3-3 4' �z (J O1 e
LAG CREWS STEEL STRUCTURE BY OTHERS 3$"OYNABOLT BY'RW' OCNC. t-1 2 8' 3' R
AT 11"'D.C. MUST SUPPORT THE LOADS IMPOSED 3$ PQWER-BOLT BY POWERS CONC. 2" B' 2' 00 Z C7
BY DOOR SYSTEM 3 @ SLEEVE-ALL BY'SIMpSONS CONC, 1-1 2 @" 3' o� s o
CONCRETE Fc+3000PsiMIN. CD 0y
C-ed CROUi FILLED BLOCK f m=2000 PSI MIN.
" 5/1$'DIA.BOLTS
WITH WASHER k NUT
AT I2'O,C.MAX. .
WOOD BUCK CONNECTION T4MS WHICH
H I EDGE Dist.
GROUTED
TREATED 2X6 SOP WOOD JAMBS L OR
CONC.
OL ANCHORED TO
GROitTEO REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH S
1/4'ULTRACON BY'ELCO'WITH SPACING OF \'
12'D.C.INTO GROUT FIU.FD BLOCK WALL,WITH 2-1f4'MIN. EMBED r1l
1-1/4'X 2-1/2'X 14 GA ( �i =
B"O-C,INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED - 1-1/2" 1-1/2' CONT.STEEL ANGLE 1-1/2' o g
2-1/2°MIN.EDGE DISTANCE
g 12
1/4'TAPPER 13Y'POWERS'WITH SPACING OF 12 GA GALV.S1EEt. c v 15
8'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2'MIN.EMBED 1/16"X 2-tf2 FLAT BRACKETS t3'LONG 2^t!8"X i`X 14 GA.
9"O.C.INTO 3000 PSI CONCRETE,WITH 1-3 4w MIN.EMBED FILLET WELDS AT 12'O.0 tN DOOR OPNG. V o �5
/ AT 18'O.C.ABOVE DOOR OPNG. �'FAS'S1EEL TRACK ¢°'
3"MIN.EDGE'DISTANCE AT 12'O.C.MAX. CONNECTED TO CONL ANGLE W/{2)Ci TO l4-2QX PLATES HD, i
3/8'CONFLEJC BY'ELCO'OR W/(3)SPOT WELDS AT EACH SIDE SLOTTED. S.&LOCK NUT
3/9'LOT BY RW'WITH SPACING OF CONTINUOUS ANG F n K
21'O.C.INTO 3000 FSI CONCRETE,WITH 2-1/2'MIN.EMBEDE£YEHSES68EtS CONTINUOUS ANGLE SRn
3'MIN,EDGE DISTANCE TO WOOD BUCK -
3/8'HLC SLEEVE BY"4LTP WITH SPACING OF x✓ _
8`O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/4"MIN,DEM.4"MIN. EDGE DIST. ALTERNATE TRACK INsTALi A.7TON
11'O.C.INTO 3000 PSI CONCRETE,WITH 1-1/4"MIN.EMBED AND - `'\\\11111111/
2-tj2'MIN.EDGE DISTANCE �pD AN,
PREPARATION OF JAMOS BY MER PRODUCT RENEWED W'
jjcENSF'.,
Bu!ding C ng with the Florida I
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY Building Code � I
ADEQUACY O SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED NOA-No, 20-0107,05 ` •70S92
FOR DOOR.REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF Expiration D e0712*112025
RECORD DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY
BUILDING OFFICIAL UPON INSPECTION. BY Dom"' -� (aA� SOP QUA drawing no.
( ) F)/2®388 Lb.per FL Mlaml-Dad Product Control /
MAXIMUM EXTERIOR+ LOAD PER JAMB+(16.1T X 4$PS V V
j MAXIMUM INTERIOR(-)LOAD PER JAMB+(16.17'X 70 PSL)/2 a 420.4 Lbs per FL 'r//SI/®�AL t
V �
*PLASTIC COMPLIES WITH ,560 asD
DOOR PANEL CHAPTER 26 OF FBC
24 GA(.024)STEEL MIN. SEE EVIDENCE PAGE Z m °
L765 1.725 Q 10 "
O�oq:v
7/16'DIA WASHER 1.144 d INyAR
X
j Oa-1Nh
(� �8 X 3/4'SMS 21 3/4' - �.80U CY C
1 t l O 3/8`FROM ENDS MAX. .176 0 IL 0 QO
O III! t 1 AN
T O.C.MAX. WDW.WIDTH I,-yj y
*.MERIOR FRAME * INTERIOR FRAME w a D H
4 8%3/4'SMS 52_ 0 18 1/8' RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Q N o
Od '< MAX. Jam
0 1-3/1/FROM ENDS
IIIA 1 AND 6-1/2'O.C.MAX.
tit
41;
A
1111 175 X.062 DEEP j
GROOVE O
N ..
III! � NJ
1;1
Ijlj �
1111 % % % J % % � C � •
1/4'POLYCARBONATE LEXAN % % y _
I:I BY'SABIC INNOVATIVE PLASTICS'
NOA FIS-0915.08
Ijl' 1 � Oa1Z
fa E
� IIII O.r b
; F o n
O D 8c !Il.j DZ
c-4•-N
3 III 0
� � o
Q2
�
i IIII i
!III % % � %' % � C •
175 X.062 DEEP LIED
j n
jj0 GROOVE a
c �`.
V P
(a) gB x 3/4'SMS INSIDE ELEVATION Pttouuct'gsH" ° g
I Ijl i ; ® 1 6/B'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS mcanpglagMtithe.igorlja m2
i i I AND 6-1/z'o.c.MAx �`Q1�"�Q+ 1 211
WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION M�t�q�=J7-Lot A-II
O i #e%3/4`sMsO Orte 3 vz�
I I•I 11 A 3 8'FROM fN05 175 X.062 DEEP I y
AND 1/2'O.C.MAX. GROOVE
PRODUCT RENEWED P PAY sd 6°o o
as complying with the Florida `o Y
Bucode ilding c Y
#8 X.3/4°SMS -� I OA-No.
20-0107.05 y111111i//I
®3/8'FROM ENDS _ --_ \\\\ I
AND 7`O.C.MAX. E- - Expiration D te07/21l2025 !��g
.. 90
___ _ 13y
7/16'DIA.WASHER ` --- - - -- -- Miami-DRU Product Control c7 -bill ,
- _
b
DOOR PANEL EXTERIOR - ALUM o
24 GA(.024)STEEL MIN. IE OF •'• � drawing no.
DOOR PANEL 15/16'MIN. D.L.OPG. G p_3 Zoll ,• R1D^. \��
24 CA(,024)STEEL MIN. GLAZING BOE t• ! 'i•S ���� 98-05
\\ O
WINDOW WIDTH 'V��S/1LLI�iiTt�\` sheet 6 of 6