HomeMy WebLinkAboutNotice of Acceptance MIAMI•DADE MIAMI-RADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RE-SOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) Nvww.mi.imi(lade.gov/ecoitoin-_y
Door Company,Inc.
12195 NW 98"'Avenue
1-haleah Gardens,FI:33018
SCOPE:
This NOA is being issued under the applicable riles 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 Miatnl-Dade County Product Control Section an
Miami Dade County)mid/or the AHJ(ill 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 tile AHJ may immediately revoke,modify,or suspend the use of
such product or material within their jurisdiction. R.E.R.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/
W.indo'sv Lite Option (DP+40.0,-44.0 PSI+)
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 J'avad Ahmad,P.E.,bearing the Miami-Dade County Product Control renewal stamp with the Notice of
Acceptance number and expiration date by the Miami-Dade County Product Control Section.
MISSILE INIPACT HATING: 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
uistruction drawing reference number,approval number(NOA),the applicable test standards,and the
statement reading`Miami-Dade Country Product Control Approved'is to be located on the door's side track,
bottom angle,or inner surl:ace 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 tertninate this NOA_Failure to comply with any section of
this NOA shall be cause for termination and removal ofNOA.
.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 I 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.
r ' x NOA No. 16-0330.04
MIAMbDADE COUNTY S l i
Expiration nate: Marek 29,2022
;/ ��• Approval Date:June 23,20.16
- t Pale I
MIAMUD:ADE MIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
11.805 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) wwiv.miamittade.env/ecoitomY
DAB Door Company,Inc.
12195 NW 98"'Avenue
Maleah Gardens,F1,33018
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 falls 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/
Winslow Lite Option (DP+40.0,-44.0 PSI+')
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
Acceptance number and expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT HATING: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`Miatni-Dade County Product Control Approved'is to be located on the door's side track,
bottoin angle,or inner surl:ace 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.
TEMMINATION 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 ofNOA.
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
ill 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 tll.e_job site at the request of the Building Official.
This NOA renews NOA#15-031.7.01 and consists ofthis 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.
OU1+I"rY NOA No. 16••0330.01.
MIAMI•bAD1=C
Bxpiration Dine:March 29,2022
Approval Date:June 23,20.16
# /'. / Page I
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 05-03,titled"Sectional Garage Door", sheets I 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 Abmad,P.E.
B. TESTS "Submilled cruder NOA#09-0128.06"
t. 'fest reports on 1)Uniform Static Air Pressure Test Loading per FTC TAS 202-94
2)Large Missile Impact Test per FAC,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 824 211 GA Sectional
Garage Door with Fixed Windows,prepared by Him icane Engineering&.Testing,Inc,Test
Reports No.HETI-08-2149iVB,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,PF.
"Submitted miler NOA#06-08.17.07"
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.IIETI05-1445,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 Presstu'e
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.B.
"Subtttitted antler 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.L.
C. CALCULATIONS "Subsuitted under NOA #14-0814.03"
I. Anchor verification calculations prepared by Al-Farooq Corporation,dated 09/22/201.4 and
07/24/2014,signed and sealed by Javad Alunad,P.E.
"Sub,mided under NOA #09-0128.06"
2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with.F.B.0
2007,dated 11/21/2008,signed and sealed by Humayoun Farooq,P.E.
F
1 7dIt
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
A. DRAWINGS
1. Drawing No. 05-03,titled"Sectional Garage Door",sheets 1 through 5 of 5,dated
05/16/2005,with.revision K dated 03/2t/2016,prepared by Al-Farooq Corporation,signed
and sealed by Javad Ahmad,F.E.
R. TESTS "Submitted tweler 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.11, 171.084182,prepared by.
Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by Candido F.
Font,PE.
"Submitted ruiner 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, IIETI 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 Gal-age Doors",prepared by
Hurricane Engineering&"Testing,Inc.,Report No.IIETI05-1446,dated 05/11/2005,signed
and sealed by Rafael E.Droz-Seda,P.E.
"Submitted under NOA#0.3-02.10.04"
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. CAI.,CI7LATIONS "Submitted under NOA #14-0814.03"
1.. Anchor verification calculations prepared by A]-Farooq Corporation,dated 0 9/2 212 0 1.4 and
07/24/2014,signed and sealed by Javad Abroad,P.E.
"Submitted under NOA #09-0128.06"
2. Anchor verification calculations prepared by Al-Farooq Corporation,-cor plying with F.B.0
2007,dated 11/21/2008,signed and scaled by Humayoun Farooq,P.E.
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 16-0330.01
Expiration Date:March 29,2022
Approval Date:June 23,2016
)t;-1
DAIS Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
I. Miami-Dade Department of Regraatory 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 Insulfoani, LLC,for their
Insulloarn Expanded Polystyrene Insulation,approved on 08/14/2014 and expiring on
11/2912017.
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.01/1.112017.
4. Notice oI'Acceptance No. 11-0926.06,issued to Dyplast Products,LLC, for their
Dyplast ISO-C 1. Polyisocyanurate Insulation, approved on 11/10/2011 and expiring nn
01/11/2017.
5. Notice of Acceptance No. 1.5-1203.04, issued to Cellofoam North America Inc,for
their Expanded Polystyrene Block Insulation, approved on 03/1712016 and
expiring on 02/24/2021.
"Sithynitted under NOA #05-0228.02"
6. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per
ASTM G155 of"PVC Extrusion Material",prepared by.Hurricane Engineering&
Testing,Inc.,Report No. HETI 04-A002, dated 09/27/2004, signed and sealed by
Rafael E. Droz-Seda,P.E.
7. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material", prepared.
by Hurricane Engineering&Testing Inc.,Report No. HETI 04-T251,dated
11/29/2004 signed and sealed by 1. Ghia,P.E.
8. Test Report on Self-Ignition Temperature Test,Rate of Burn Test and Smoke.Density
'fest 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.Roldan, P.E.
F. STATEMENTS
1. Statement letter of code conformance to the 5`t'edition(2014)FBC and of no.financial
interest issued by At-Farcoq Corporation,dated 03/21/2016, signed and sealed by
Javad Ahmad, P.E.
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 16-0330.01
Expiration Date:March 29,2022
Approval Date: June 23,2016
E-2
DAD Door Company.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
I. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CEWFIFICATIONS
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 Insulfoani, LLC; for their
InSUlfoam Expanded Polystyrene Insulation, approved on 08/14/2014 and expiring on
H/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.01/111/2017.
4. Notice of Acceptance No. 11-0926.06,issued to Dyplast Products,LLC, for their
Dyplast ISO-C 1. Polyisocyanurate Insulation, approved on 11A0/2011 and expiring on
01/11/2017.
5. Notice of Acceptance No. 1.5-1203.04, issued to Cellofoam North America Inc, for
their Expanded Polystyrene Block Insulation, approved on 03/17/2016 and
expiring on 02/24/2021.
"Srrhmitted tinder 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-Sella,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
'rest of"REHA.0 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 5"' 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.
Carlos M.Utrera,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 F)X7URE 5-1/2"X 2-3/4'%0.1"
GALV, STEEL CENTER HINGE PUSH NUT STEEL PLATE WITH ONE 5/16-18 MS W/NUT OPTIONAL DOOR VIEWER DAD DOORS INC. �U ,.
N!/(4) X14 X.5/8°SMS ��0 FASTENED TO END STILE WITH TO BE INSTALLED AT Hurricane Master®Model 824/811fu
0 WITHOUT DELRON SLEEVE(STD.) i ``�\ (6) #14%3/4'SELF DRILLING SCREWS ANY CENTER STILE Max• Size 18'-2' X 16'-0" High uI
p 7-1/2"X 3"% 071"GALV.STEEL 00 I CENTER STILES With Window Lite Option zEND
W/(6)#14 XLL5/HISMS 1 O 0 I SEE SCN.NGE 'A' r.,�.A k n W
WITHOUT DELRON SLEEVE(STD.)
WITH DELRON SLEEVE(OPTIONAL)
O O I O o V c
7-LV.1/2°X 2-1/4'X.071~
'ASTEEL CENTER HINGE
O W/(4) #14 X 5/8"SMS 2/DOOR \ I N a O
O WITH DELRON SLEEVE(OPTIONAL) -__ - -- _ -- 0 t N
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1 �C CM o
CENTER HINGEi I 1'W X.15 THK.LATCH F_ —— I -—— ° N U)C N
\ STANDARD LOCK + �o g Q 5 z n i
\ SPRING LOADED SLIDE BOLT(BOTH SLOES) �\``\B B s U.
Z o L^
FASTENED W/(4) #14 X 1/2"S.M.S. I =�I rn °j a _� I
-_-5/8"MIN.LOCK ENGAGEMENT -- - m o f ox o Q w m f 0
CONFORMS TO SECTION 1008 REGARDING GARAGE 000m, 0o y oo F= U
G I a c
158 CIA.GALV.AIRCRAFT TYPE
W�ABLE&NICO-PRESS SLEEVE o 1
ItIN.5 TO 1 SAFETY FACTOR
6"X3"X0.1" —
C1 LoM
WITH(6) #14 X 5/8 STEELF SMS 11 ¢J
BRACKET BRACKETa
STD. LIFT DOOR LOW HEADROOM / I Z vi n
DOOR OPTION r — — __— W LU
TOTAL of ¢
DOOR 'U'BARS AT \ OPTIONAL VENT Z rn I t
HEIGHT coNslsrS OF EACH DOOR 7-7/8"X 3-1/8"% .010" (31 5'WIDE AT 7"O.C.MAX. OPTIONAL FLUSH FACE I O O 3 '^
2 SEcnONs te'2 SEcnDNS 2t' STEEL PLATE O ENING AREA NOT TO DfCEED COLONIAL DESIGN WOOD GRAN DESIGN L y A L O Z O
e'-9' 1 SECT ON 18" 3 SEC DNS 21• 5 WITH (4)#14 X 3/4"SOS 120 SO. IN. MAX.DOOR WIDTH W o
7' 4 SECTIONS 21'1- e 18'-2" N m n
ED
7'-6' 5 SECTKINS 18'- CENTER STILE A�J...
7'-8' 4 SECTIONS 18'1 s6cnoN z1' INSIDE ELEVATION ¢a 3 J
�r='w
B' 3 SECTIONS 18'2 SECTIONS 21• 6 OUTSIDE
8'-3' 2 SECTIONS 18'J SECTIONS 21' HANDLE END STILE RAISED PANEL EMBOSSED DOOR O
8'-6' 1 SECTION 18' 4 SECTIONS 21' 114 X 3/4"SELF DRILLING SCREWS MAY BE USED DESIGN PRESSURE RATING = + 40.0 PSF
S SECTIaNS 21'- IN LIEU OF#14 X 5/8'SMS - 44.0 PSF
9' 6 sEcnoNs 1e - GENERAL NOTES W W 0
5 SECTIONS 18'1 SECTION 21' LOCK BAR GUIDES £ y
9'-e` 4 SECTIONS 18`2 SECTIONS z1' INSTALLED ON END STILE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT 1, THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE y H N
REQUIREMENTS OF THE 2014 5TH EDITION FLORIDA BUILDING CODE INCLUDING
9'-9' 3 SECTIONS 18'3 SECTIONS 21' 7 WITH (4) X14% 5/8"SMS ( )
10' 2 SECTIONS 18'4 SECTIONS 21' 4 HIGH VELOCITY HURRICANE ZONE(HVHZ).
TET X.6W LOCK BAR
S SECTIONS 21' ENGAGES IN TRACK 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. O 3
- ON EACH SIDE OF DOOR ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL C 3
CENTER STILES SCHEDULE'A' DRESSING OR STUCCO.
1 SECTION 21' v i z e
2 SECTIONS 21' CENTER STILES CONFIGURATION 3. ALL BOLTS,NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. `
OUTSIDE KEYED LOCK ,��� ��I� 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
3 SECTIONS 21' ® III®® DOOR W0TH5 OF CENTER STILES
4 SECTIONS 21' a PTI N e'-0'TO B'-10' 2 MESE DETAILS ARE NOT PART OF THIS APPROVAL
5 SECTIONS 21' LOCK 13AR LOCKING SHOWN 111'-O'TO 11'-10' 2 5, p LOAD DURATION INCREASE LS USED W DESIGN OF ANCHORS INTO W000 ONLY. c v u -
6 SECTIONS 21' ALTERNATE TO 12'-0'TO 13'-10" 3 o n d ry
21-
Is- SPRING LOADED SLIDE BOLTB'-0"TO 9'-10" 14'-0'TD 15'-10' 4 DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA - c 8
12'-6' 6 SECTIaNS 18`2 SECTIONS 21' LOCKS SHOWN ABOVE I< BUILDING CODE,TAS-202,TAS-201 k TAS-203 FOR HVHZ AND m o w u v x
DOOR WIDTHS 15'-11`TO 18'-2' S /STM E1B86-05/ASTM E1996-09.
12'-9'S SECTIONS 18'J SECTIONS 21' O
13' 4 SECTIONS 18'4 SECTIONS 21' ® ® m -
13'-3' 3 SECTIONS 18'S SECTIONS 21' 9 1\x7(111111 3jJ '�
13'-6° 2 SECTIONS 18'6 SECTIONS 21'
�'.
13'-9' 1 SECTION 18' 7 SECTIONS 21' PRODUCT RENEWED
as complying with the Florida EENgF �� j
14' B SECTIONS 21'- I 10'-0"TO 1V-10" _I I 14'-0"TO 15'-10" I
14'-3'6 SECTIONS 18'3 SECTIONS 21' Building Code
ta'-6' S SECTIONS 18'4
SEC
21' DOOR WIDTHS III 'III DOOR WIDTHS NOMNo. 16-0330.0'1 - No.76592
1 150 4 SECTIONS i8_15 SECTIONS 21' ®® ®® ® til®® ®® ® ® Expiratio to 03129/2022
15' .3 SECTIONS 18'6 SECTIONS 21' 10 ,. •'��
SECTIONS 18'7 SECTIONS 21' By TALE OF .�(y� drawing no.
15•-6' 1 SECTION 18• 6 SECTIONS 21' Miami- a Product Control �� ,GORIDP.�'°�\\�� 05—a3
15'-9' 9 SECTIONS 21"1- 12'-0"To 13'-10" �_ 15'-11"TO 18'-2" �j�s/OfilAl.'^\\��
16' 6 SECTIONS 18.4 SECTIONS 21' 11 DOOR WIDTHS DOOR WIDTHS /111111111\\ sheet 1 of 5
)
-1- _ .24 GA.STEEL PANEL
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1/2'X 1-3/4"X 16 GA ,Z,' m
FORMED TUBE 0 TOP Q y m
OF EACH PANEL FLAPS BENT OVER PANEL W
W �
16 GA.X 2-1/4"X 3/4•'X 2" _ - I Q N
GALV, STEEL U.BAR REINFORCING TRUSS
TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES _ _ I Q.
W/TWO fJ 14 X 5/8"S.M.S.AND TO END STILE 1/2"PUNCHED HOLES I O
W/FOUR 14 X 3/4"SELF DRILLING SCR. Y 0 4"O.C. V
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V.STEEL U.BAR REINFORCING TRUSS CALV.STEEL U.
BAR REINFORCING TRUSS (6) FOR 21'STILES I C
o BOTTOM OF PANEL TRUSS FASTENED TO TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES _ (5) FOR 18"STILES J O0 Fyi s
VERTICAL INTERMEDIATE STILES W/TWO W/TWO# 14 X 5/e"S.M.S.AND TO END STILE Q W DI S
#14 X 5/B"S.M.S.AND TO END STILE _ - W/FOUR# 14 X 3/4"SELF DRILLING SCR. I O
W/FOUR#14 X 3/4"SELF DRILLING S. _ 16 CA,X 2-1/4"X 3/4"%2" I
1/2"X 1-3/4"X 16 GA. - - GALV.STEEL U.BAR REINFORCING TRUSS
TOI
OPEN TUBE m BOTM - - TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES I
- - OF EACH PANEL W/TWO 11114 X 5/8"S.M.S.AND TO END STILE i
'N/FOUR j 14 X 3/4'SELF DRILLING SCR. I ems'
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REINFORCING TRUSS REINFORCING TRUSS REINFORCING TRUSS I= _
TWO AT BOTTOM PANEL ONE AT EACH PANEL ONE AT EACH PANEL _ W 0
OPTIONAL STOP MOULDING DO
BY DOOR INSTALLER
#14 X 5/8'SMS
STEEL TRACK BRACKET FASTENED 6 PER HINGE
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5/16'X 1-5/0"LAG SCREW 1/2"X 1-3/4"X.058°FORMED STEEL END STILE,CONNECT TO PANELS WITH
(FULLY THREADED) GLUED TO PANEL AND SECURED TO (4)3/16' FLAPS AND(4) 3/16"ALUM RNETS
SEE DETAIL ABOVE
HEX WAS HEAD IYPE A END STILE WITH 3/16"POP RNEIS 0 12"O.C. POP RIVETS SOLID BRASS DOOR VIEWER Lk AND PUNCHED FLAPS
SOu7HERN PINE BY 'SCHLAGE SECURITY HARDWARE0.55 S.G. 3/4"X 1-7/B'•X 2-1/2"X.049°' STEEL CENTER STILE, EDGE INSTALLED IN 9/16•' DIA. HOLES E CENTER STILEFOR QUANTITIES SEE SHEET 1 DISTANCE GLUED AND RIVETED TO PANELPOSITIONED AT EYE LEVEL B 14 X 5/8'S.M.S. (2)3/16' ': �L--31164/HINGE POP RNET5 "-3/16'j3/8'POWER-BOLT BY'POWERS'2'MIN, EMBED INTO GONG.
2'MIN.EDGE DIST.1.9"X 2.19'•X 3.3`% 09D" ONE PER BRACKETSTEEL TRACK BRACKETS SEE SHEET3 FOR BRACKET SPACINGSEE SHEET 3 FOR SPACINGj
111111111 T/T
(2)3/16"RIVETS
TOP I&BOTTOM I PRODUCT RENEWED `�y, •cE s•;�J'� f
I as complying with the Florida l
Building Code ',\10%
7-1 2 X 3"X.071" 1/4-20 SS BOLT B .70592
7-1 2 X 3"X.071' /" & NUT Now-No. 76-0330.01= ti
STEEL TRACK / END ROLLER HINGE
14 CA X 2-1/8"X i"(STANDMD) CALV. STEEL CENTER •'��
HINGE Expiration to 03/29/2022-
12 CA. %3-5AST X 1TO TR(OPTIONAL) INSTALLED M_2c9��Uitn�N ROLLER SHAFT 1.02"DIA.X.50"STEEL ROLLERS(STD.) drawin no.
FASTENED TO TRACK PLATES 1,82' DIA.X.50'NYLON ROLLERS (OPTIONAL) gy ATE OF g
W/ 1/4-20 X 5/0'TRUSS HD. INTERIOR SIDE 2.75'DIA. X.50"STEEL ROLLERS(OPTIONAL) Miami- a e Product Control ORIDP.••G' 05—(
SLOTTED M.S. &LOCK NUT 2.75" DIA X.50"NYLON ROLLERS(OPTIONAL)
�'�sS'O
SECTION R-B WITH 5"STEM r DEAL1111 sheet 2af 5
111111
RIVETS 2 X 2 X 1/6"HORIZ.ANGLE
5/16"X 1-5/8" lAG SCREWSINTD WOOD OR HORIZ.TRACK SUPPORT, SPOT VYELDED TO HORIZ.TRACH
2' /POP
2-3/4"%5-1/2"X 3"%.104° 5/16"SLEEVE ANCHORS CENTER SUPPORT REOD.ON DOORSWITH TWO WELDS AT 1-1/2GALAPAFTT PV ROLEEL LER BRACKET ON EACH SIDEWITH 1-1/4"EMBED IMO MASONRY DC�jEEDING 8 FT. IN HEIGIR FlRSf AT 3'0.Q 3 PER BRACKET I1 A-_- REST AT 9'D.C.FASTENED VY/(6) 0 14 X 5/8"S.M.S. - - 11 , o
CONNECTED 70 FLAG,BRACKEBOLTT ANGLE I.. ;o /
UT
2-1/2"X 4-1/4"X 13 GA.STEEL PLATES AND TOBSPRING SHAFT GUIDE WITH -
.090 THH.GALV.STEEL ADJUSTABLE RACK WELDED TO 1-1 2 X 1-1/2'X 14 GA ANGLE -- A--J (2) 1/4-20 X 5/8-BOLT&NUT F W g
W/5/118SLIDE N 3/4TO B HIX HEAD /" FASTENED TO TRACK - -- /" Q i 4 p
M.SCREWS &NUTS. WITH (4) 1/4-20 SS. BOLT&NUTS -- HORIZ.TRACK LENGTH = OPENING HEIGHT PLUS 12" 0 N�".-
in
TOP BRACKET IL a lV
(STANDARD) O 0.
70P BRACKET
(OPTIONAL) VERTICAL TRACK-,J 8 N
LOW HEADROOM DOOR 14 GA.GALV. STEEL TRACK 2-1/8"% 1'%.080" V p
SECTION A-A
HORIZONTAL REINFORCEMENT 0 do oo
1/2"X 1-3/4"X .058"FORMED STEEL 0
CLUED TO PANEL AND FASTENED TO 2"X 5-1/2"X.104" N ul p n
VERTICAL STILES WITH GALV.STEEL Qj� .
(2)3/16'POP RIVETS FASTENED W/(4) 0 14 X 5/8"S.M.S.
TOP ROLLER BRACKET FOR DOOR . SECTION HEIGHTS BRACKET PLACEMENTS {L Z c
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LOW HEADROOM DOOR OPTION HEIGHT 1ST 2ND JRD 4TH 5TH Bi 82 83 B4 85 B6 B7 BB J D m Q J
HORIZONTAL REINFORCEMENT
1/2"X 1-3/4"X .058"FORMED STEEL 6'-0" 18"18" 18"18"N/A V.TO 2"11-3/4" 23" 34" M15" 56" 67"
CLUED TO PANEL AND FASTENED TO 6'-6" 21"18" 18"21"N/A 1"TO 2'11-3/4" 23" 34" 45° 56"
VERTICAL STILES 1Vf1H —
(2)3/16"POP RIVETS 7'-0" 21°21° 21"21"N/A 1'TO 2'11-3/4" 23" 34" 45" 56" 67° -
_ 5/16"MEETING RIB 7'-6" 18" 18° 18" 18' 18"1"TO 2"11-3/4" 23" 34" 45" 56"
a'-O" 21"18° 18"18" 21"1"TU 2"11-3/4 23" 34" 45" 56"
- 1.82"OA.X.50" ROLLERS i •-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM O m
W/ .44 DIA.X 4-1/4"STEM G FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACT( BRACKETS AT 10"D.C. O M
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OPTIONAL INSULATIONS:
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OR 2-3/16"HIGH m W
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DRAWING QUAUTY G-10 -
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POLYSTER PAINTED TOP COAT TRACK CONFIGURATIO
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APPLIED TO BOTH SIDES OF STEEL
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" VERTICAL LIFT HIGH LIFT STANDARD LIFE LOW HEADROOM o 0 o O
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SEE SHEET 4 NOA-No. 76-0330.01 = °'7 92
Expiration to 03129/2022 .p:•
SECTION A-A 13OP :' � Browing no.
SEE SHEET 2 FOR LOCATION Miami Product Control '��� R)�P"(yo� 05-03
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THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2%6 SYP WOOD BUCK ATTACHMENT 0 bj M
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ANCHOR SPACING — w
ANCHORS STRUCTURE EMBED SPACING EOCE DIST.
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LAG SCREWS STEEL STRUCTURE BY OTHERS 3/8'DYNABOLT BY
AT 12"O.C. MUST SUPPORT THE LOADS IMPOSED 343-POWER-BOLT BY POWERS CONC. 2" e° 2' W
BY DOOR SYSTEM 3/13-SLEEVE-ALL BY SIMP5ON5CONC. 1-1 2" e' 3" -i
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WOOD BUCK CONNECTION TO MASONRY rwrH wasHlA&NUT o
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1/4'ULTRACON BY'ELCO'WITH SPACING OF
10"O,C,INTO GROUT FILLED BLOCK WALL,WITH 2-1/4°MIN. EMBED L•
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3 MINEDGE DISTANCE Ai 1Y O.C.MAX. O TRACK PLATES
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22"O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2"MIN. EMBED i
3"MIN.EDGE DISTANCE CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK m o ' .ry,
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3/e'HLC SLEEVE BY'HILTI'WITH SPACING OF TOWOODBUCK TO STEEL TO CONCRETE AND FI `o,•,,"u z
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12"O.C.INTO 3000 PSI CONCRETE,WITH 1-1/4'MIN.EMBED AND ALTERNATE TRACK INSTALLATION
2-1/2"MIN.EDGE DISTANCE
111 11111111/Y� �
PREPARATION OF JAMBS BY OTHERS PRODUCT RENEWED
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT IM as complying with the Florida
TO VERIFY t . n
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED Building Code
BY DOOR SYSTEM. NOA-No. 16-0330.07
.70692 `tp _ •• �' `
FOR DOOR REPLACEMENT M RETROFIT BUILDINGS WITH NO ENGINEER OF ExpiratiAd
I-E-1
9/2022
'RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY •O 1 1{.:�' I
BUILDING OFFICIAL UPON INSPECTION.
By ®'• 6 TE OF drawing no.
MAXIMUM(D(TERIOR(+)LOAD PER JAMB= (16.16'X 40 PSF)/2 363.2 Lbs par FL. Miami- Control � �••,• ORION.-` 05-03
MAX9AUM INTERIOR(-)LOAD PER JAMB = (18.16'X 44 PSF)/2=399.5 Lbs per Ft. /it�p'L71�1�``� ghee!4 of $
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BRACKETU.SLOW HEADROOM f IIJI < Z F--DOOR OPTION ! _ — ——— - wTO <DOOR UOPTIONAL VENT HDGHT cnN515T5 OF EA /8•X 3-1/8"X.010" (3) 5'WIDE AT 7"O.C.MAX. OPTIONAL FLUSH FACE z0 0�<6'-6' 2 SECTIONS 18'2 SECTIDNS 21' L PLATE OPENING AREA NOT TO EXCEED COLONIAL DESIGN W000 GRAIN DESIGN L—A r 0 Z(7 n
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8'-6' 1 SECTION 18^ 4 SECTIONS 21' DESIGN PRESSURE RATING = t 40.0 PSF
8'-9' S SECTIONS 21'- 514 X 3/4"SELF DRILLING SCREWS MAY BE USED - 44.0 PSF
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9'-B' 4 SECTIONS 18'2 SECTIONS 21' INSTALLED ON END STILE REOUIREMEMS OF THE 2014 5TH EDITION FLORIDA BUILDING CAGE INCLUDING
9'-9• 3 SECTIONS 18'3 SECTIONS 21' 7 WITH (4) #14 X 5/8•SMS ( ) c
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t0' 2-SECTIONS 18"4 SECTIONS 2t'
N le' S SECTIONS 21' ST x 6W LOCK BAR 2, ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
1 SECTIOENGAGES IN TRACK ANCHOR EMBEDMENT TD BASE MATERIAL SHALL BE BEYOND WALL u
10'-6' 6 SECTIONS 21'- ON EACH SIDE OF DOOR CENTER STILES SCHEDULE'A' DRESSING OR STUCCO. y i
10'-9' 5 SECTIONS 18mIS^1 SECTION 21' CENTER SOLES CONFIGURATION 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL
11' S SECTIONS 18"2 SECTIONS 21' OUTSIDE KEYED LOCK 4, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
4 SECTIONS 18"3 SECTIONS 21' ® ^® ® DOOR WIDTHS p OF CENTER STILES p a n
3 SECTIONS 18'4 SECTIONS 21' 6 P ION ILII IIUI 8'-0'TO 9'-10' 2 THESE DETAILS ARE NOT PART OF THIS APPROVAL 6
11'-9' 2 SECTIONS 18"5 SECTIONS 21' LOCK BAR LOCKING SHOWN _ 1O'-O'TO 11'-10' 2 5, A LOAD DURATION INCREASE IS USED W DESIGN OF ANCHORS INTO WOOD ONLY. a o G
12' 1 SECTIONS I8'6 SECTIONS 21' ALTERNATE TO 12'-0'TO 13'-10' 3 o m r3 i3 `ry
12'-3' 7 SECTIONS 21'- SPRING LOADED SLIDE BOLT B'-O'TO 9TO 9'-10" 14'-0'TO 15'-/0' { DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA
12-6' 6 SECTIONS 18"2 SECTIONS 21' LOCKS SHOWN ABOYE I DOOR WIDTHS 15'-11"TO 18'-2' 5 BUILDING CODE.TAS-202,TAS-201 k TAS-203 FOR FiVHZ AND C
12'-9' S SECTIONS 18'3 SECTIONS 21' ASTM E1886-OS ASTM E1996-09.
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13' 4 SECTIONS 18"4 SECTIONS 21' 1 A m
13'-3" 3 SECTIONS 16'S SECTIONS 21' 9 Ilj'LL6'�"�—III `1 1!illi!!
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GALV. STEEL U.BAR REINFORCING TRUSS GALV.STEEL U.SAR REINFORCING TRUSS (6) FOR 21'STILES I I O 2
0 BOTTOM OF PANEL TRUSS FASTENED TO TRUES FASTENED TO VERTICAL INTERMEDIATE STILES (5) FOR 18"STILES 1 .J Z In s
VERTICAL INTERMEDIATE STILES W/TWO W/TWO// 14 X 5/8"S.M.S.AND TO END STILE - - Q w O1 S
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W/FOUR 11 14 X 3/4"SELF DRILLING SCR.
W/FOUR{114 X 3/4"SELF DRILLING S. _ _ 16 CA.X 2-1/4"X 3/4"X 27 I
GALV.STEEL U.BAR REINFORCING TRUSS I
1/2•'X 1-3/4"X 16 GA. - - _ _ TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES }�I
OPEN TUBE 0 BOTTOM, W/TWO IF 14 X 5/e"S.M.S.AND TO END STILE
OF EACH PANEL W/FOUR$ 14 X 3/4"SELF DRILLING SCR.
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Amo I
1ST SECTION (BOTTOM) INTERMEDIATE SECTIONS TOP SECTION
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REINFORCING TRUSS REINFORCING TRUSS REINFORCING TRUSS F- Oo z=
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OPTIONAL STOP MOULDING
BY DOOR INSTALLE
(♦14 X 5/8'SMS
STEEL TRACK BRACKET FASTENED 6 PER HINGE
TO WOOD JAMB WITH 3/4"X 2"X 2-1/2"X.049"STEEL 0
5/16'X 1-5/8"LAG SCREW 1/2'X 1-3/4"X.058"FORMED STEEL END STILE,CONNECT TO PANELS WITH
(FULLY THREADED) GLUED TO PANEL AND SECURED TO 4 3 16' FLAPS AND(4)3/16'ALUM RIVETS
() / SEE DETAIL ABOVE
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• •a�•.i FOR QUANTITIES SEE SHEET 1 DISTANCE� POSITIONED AT EYE LEVEL o €€F
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STEEL TRACK BRACKETS
SEE SHEET 3 FOR SPACING
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(2)3/16"RIVETS
Top&BOTTOM PRODUCT RENEWED g, '•`.qO'; j, I
1 as complying with the Florida
1/4-20 SS BOLT Building Code .70592
7-1/2 X 3"X.071" _
STEEL TRACK 7-1/2'X 3"X TER END ROLLER HINGE & NUT NOA-Na. 16-0330.01
14 GA X 2-1/8'X 1"(STANDARD) GALV. STEEL CENTER Ex
7/1fi"PUSHNUT HINGE plratlon to 03129/2022-
12 GA.X 3-5/16"X 1-1/2'(OPTIONAL) INSTALLED ON ROLLER SHAFT 1.02"DIA.X.50"STEEL ROLLERS(STD.) �?,'. CL/� drawingno.
FASTENED TO TRACK PLATES 1.82'DIA.X.50'NYLON ROLLERS (OPTIONAL) By ATE OF /
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PREPARATION OF JAMBS BY OTHERS PRODUCT RENEWED ��`7 •••��l.A�4�
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'' IGEN�••;"Cl I
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED •• '"
BY DOOR SYSTEM. NOA-No. 16-0330.01 - .70592 .`b _ 'T I
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF -* + 3
Expiration 03!2912022 j I
'RECORD.DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY Rf'
BUILDING OFFICIAL UPON INSPECTION. By 8•' TE OF ,•(y' drawing no.
11111aml- d Product Control ORIDR•' ��
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