HomeMy WebLinkAboutProduct Approval PRECISION DOOR SERVICE OF BREVARD NOWAK,RICHARD Sales Order Date:05-27-16
EAri.,
,�<� 110 TOMAHAWK DR 7301 ARTHURS RD Technician: Josh Close
INDIAN HARBOUR BEACH,FL 32937 FORT PIERCE,FL 34951 Work Order#: 2998723
g (321)639-6157 (917)952-5802 Sales Order# 01869772
Contractor Number 14-GR-CT-00088
Part# Description 4uanti nit Price Ext Price Tax
p h� The'V60k6 erab&eem 1' rthe,prolectia o�tl�hecC►statirar�
DOOR • Precteion[7 iorSer+nce ofBreSw id UVe w,ane
n our stors,o frillCENTER y �
understand anyrebomtmendations thatwe offer Anycustomer has the
58770 Includes Sale,Delivery,InstalHaulawalation,and Haulaway 1 0.00 0.00 N rig noac«ptar refuse aft br partof a technldansgrecommendaons
16x7140 antl�orteca second option ��, Y
58728 16x7+36/-44 Large Missile Impact Rated and Sustained Wind Rated DAB Model 824 1 1600.00 1600.00 N ��y!fullyuhtletstand the e�?( nahon grid the total pnce�
Hurricane Garage Door � � 1,615 QO giveno me (itride�nd the'
Short Panel Design1 0.00 0.00 , „„ recomrner tlattafotservlcing ourdoor
58736 N = a r x
Short Panel Design
58788 12 inch Radius Track 1 0.00 0.00 N �j��,/I/1 understand thatthe tlepos�lforthe'tloor t am ordenng
vv ((// is nonrefu0dable `
58791 Torsion Spring Assembly 1 0.00 0.00 Nr ;
58751 Trim [ tee to the nyder m th amuttnt Qi$1615:00
1 0.00 0.00 N g a � ;
Complete Trim Kit for Door -
DAB Warranty
58997 Manufacturer lifetime transferable warranty on panels,Mfr 5 year warranty on 1 0.00 0.00 N
hardware;l year pds labor warranty � .. � � ,n
58619 Energy Surcharge 1 20.00 20.00 N
58054 St Lucie County Permit Fee 1 120.00 120.00 N
52477 $125 Off Coupon 1 -125.00 -125.00 N
58735 Almond in Color 1 0.00 0.00 N
ALMOND IN COLOR
113071 2-3 Week Lead Time 1 0.00 0.00 N
SUBTOTAL FOR CENTER DOOR(LO)$1,615.00
Paymen4Methotl T sa tion 10 Pay�entDatePayme �mount 7 Taxable Subtotal $0.00
Mastercartl,� 6460J ;;, }i7�2016 400ta NonTaxable Subtotal $1,615.00
Sales Tax(0%) $0.00
Invoice Total: $1,615.00
Total Payment: $400.00
Balance Due: $1,215.00
Additional Information
MIAMFL�ADP MIAMI-DARE 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 DMSION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) ' www.miamidade-eov/economv
DAB Door Company,Inc.
12195 NW 98's AveRUe
Hialeah Gardens,PL 33418
SCOPE:
This NOA js 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. RSR reserves the right to revoke this acceptance, if it is determined
by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION:Hurricane Master?Model 824/811 Steel Sectional Garage Door 16'-2"Wide with
Window Lite Option(DP+36.0,-44.0-44.0 PSF)
APPROVAL DOCUMENT:Drawing No.0221,titled"24 GA.Roll Formed Steel Sectional Garage
Door",dated 09/10/2402,with last revision K dated 03/09/2015,sheets 1 through 5 of 5,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.
NUSSIL.E 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.
TERhUNA'I'ION 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
sacs,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#140814.10 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.U'trera,P.B.
/ ,.: NOA No.15-0304.61
Exprratron Date:July 21,2020
Approval Date:April 2 Pam 1 ,
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SU13MITTED
A. DRAWINGS
1. Drawing No.02-21,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated
09/10/2002,with last revision J dated 11/07/2014,sheets I through 5 of 5,prepared by Al-
Farooq Corporation,signed and sealed by Javad Ahmad,P.B.
B. TESTS "Submitted under NOA#11-0414.12"
1. Test Report on Uniform Static Air Pressure Test,Loading and Forced Entry Test per FBC,
TAS 202-94,of"DAB 824 Sectional Residential Garage Door"prepared by Hurricane
Engineering&Testing Inc.,Report No.HETI 07-4200,dated 05/02/2007,signed and sealed
by Candido F.Font,P.E.
2. Test Report on Large Missile Impact Test per FBC,TAS 201-94 and Cyclic Wind Pressure
Test per FBC,TAS 203-94,of"DAB 824 Sectional Residential Garage Door",prepared by
Hurricane Engineering&Testing Inc.,Report No.HETI-11-3204,dated 01/20/2011,signed
and sealed by Candido F.Pont,P.E.
3. Test Report on Tensile Test per ASTM E8-08 of"Sectional Residential Door(skin)",
prepared by Hurricane Engineering&Testing Inc,Report No.HETI-11-T100,dated
01/21/2011,signed and sealed by Candido F.Font,P.E.
"Submitted under NOA#05-022&02"
4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test,of"Sectional
Residential Door with Windows",prepared by Hurricane Engineering&Testing Inc.,Report
No.HETI 03-1328,dated 07/15/2003,signed and sealed by Rafael E.Droz-Seda,P.E.
5. Test Report on Uniform Static Air Pressure Test,of"Sectional Residential Door"prepared by
Hurricane Engineering&Testing Inc.,Report No.HETI 03-1329,dated 07/15/2003,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,Report.No.HETI 03-T078,dated 10/31/2003,
signed and sealed by Rafael E.Droz-Seda,P.E.
"Submitted under NOA#03-02.10.04"
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#u-om io"
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.
04f6 )
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.15-0304.01
Expiration Date:July 21,2020
Approval Date:April 23,2015
E-I
DAB Door Company,Inc.
NO'T'ICE OF ACCEP'T'ANCE: EVIDENCE SUBMITTED
C. CALCULATIONS(Cont.)
"Submitted under NOA#11-0414.12"
2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0
2007,dated 04/07/2011,signed and sealed by Javad Ahmad,P.E. -
3. Anchor verification calculations prepared by Al Farooq Corporation,complying Nvith F.B.0
2007,dated 12/19/2008,signed and sealed by Humayoun Farooq,P.E.
"Submitted under NOA#09-0128.02"
D. QUALITY ASSURANCE
1. Miami-Dade Department of 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. 14-03 11.08, issued to Insulfoam,LLC,for their
Insulfoam 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 01111/2017.
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 CeIlofoam 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 materiae',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#14-0814.10"
1. Statement letter of code conformance to the 50'edition(2014)FBC and no financial interest
issued by Al-Farooq Corporation,.dated 05/13/2014,signed and sealed by Javad Ahmad,P.E.
p¢ 16/?S
Carlos M-Utrera,P-E.
Product Control Examiner
NOA No.15-0304.01
Expiration Date:July 21,2020
Approval Date:April 23,2015
E-2
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GALV. STEEL CENTER HINGE ' STEEL PLATE WITH ONE 5/16-18 IAS W/NUT OPTIONAL DOOR VIEWER
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8'-3` 2 SECTIONS 18'S SECTIONS 21' END STILE Mor. Si20 16'-2" X 16'-O'H'rgft
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3 SECTIONS id'3 SECTIONS 21' O NQIE C
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!,W-3' 1 SECTION 121 S SECTIONS 21' R ENGAGES IN TRACK REOUIREMENTS OF THE FLORIDA BUILDING CODE(FBC)FIFTH EDITION(2014)
TO'-e"a SECTIONS 2I'- kS5 ON EACH SIDE OF DOOR MCIUONG HIGH VELOCITY HURPoCANE ZONE ONHZ).
t0'-S'a SECTIONS 18't SECTION 2t' CENTER STILES SCHEDULE'A'
II S SECTIONS IB 2 SECTIONS 2t g D11T---S1 -KEYED LOCK 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. Q Q g
14'-3"4 SECTIONS fb`3 SECTIONS 21" CENTER STILES CONFHIONWION ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
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I t-4 7 SECTIONS I4 4 SECTIONS 21 :� TACK DAB LOCKNN!SHOWN 2 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL.
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ST 2N0 3R0 4TH 5TH 81 02 BJ 04 B5 BB 87 B6
OLVEO TO PANEL AND FASTENED TO i --�
VERTICAL STILES MTH 6'-0" 18"1S" 1a"i8" A t`TO 2 11-3/4 23' 34' 45` 56" 87"
{2)3/18"POP RIVETS 6'-6' 21"18' 18'21"N A 1"TO 2"11-3/4 23" J4_ 45" 56` 67"_ -
'�--5/16"MEE7NC RIB 7'-0" 21_°21' 21"2T" jA 1" t0 2"TI 3/4' 23' 34" 45' 9^8" 67" -
_ PLASTIC/STEEL ROLLERS 7-6" 18" 18' 18' 18" 1B' 1" !0 2"11-3/4- 23` 34" 4S" b6" 67" 76-1/4"
I.H2" DIA. X .50' S: 8'-0" 21`18' 18'i8'2t"i"TO 2"1i-3 4r 23" 34 45" 78-1/4"
/r W/.44 DIA X 4-1/4"STEM +5t SECTIONS ARE NUMBERED STAR71NO AT THE BOTTOM 0
® OPTIONAL RNSUtATR)NS: FOR ODORS MORE THAN 8 F7. HIGH, USE ADDITIONAL TRACK BRACKETS AT T0"O.C. , M
EPS-EXPANDED POLYSTYRENE
- 0"SITY- t.05 PCF o 60'X 2.19"X 3.3"X.090" -.~•~... ...._.. •• Z iE Vi
N.O.A. 111-0926.07 STEEL TRACK BRACRETS ZZ
OR 2-3/18"HIGH
_
ISO-25 POLY-FSOCYANURATE Ct}FtNECTED TO TRACK WITH 1
_ DENSITY - 2.0 PCF ) 1/4'BOLTS B NUTS.
_ - ON.A.111-0926.45 O 2
BY'CELLOFOAM NORTH AMMERICK'
_ DENSITY- 1.03'FCF , m RA
H.O.A. 110-1129.04 cc77 N
OR
BY'INS IE M LLC! f
DENSITY-0.92 PCF
NO.A 114-0311.08 - /
UP
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\\\ROLLER HINGES FASTENED �(
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_ MIN. .024'ROLL FORMED SIEEI.PANEL
DRAWING QUALITY 0-40 c
MIN.YIELD STRENGTH-39 KSI 0
F PPOOLYSTER P AND
OP COAT TRACK CONFtcUNRATiON
APPLIED TO 00111 SIDES OF STEEL
d "
k '.
n
TICAL LIFT HIGH LI STANDARD lJF7 LOW HEADROOM
DOUBLE TRACK ` y
12 liA CAW.STEEL -
BOTTOM BRACKET FASTENED
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CTK)N A-A R drawing no.
SEE SHEET 2 FOR LOCATION - 0221
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OF REINFORCIHC TRUSSES
3 4'
REINFORCEMENT
01ST. /8 X I, FbRMEO STEM IT
.DIB'
OG
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OR
\ \ r QQ MGLtiCRlP Ft DOME"t 3 18"`RTVEX`ITER.RIVETS p
/ VLJIGRW W/001E HEAD
## REINFORCEMENT AT 48'Q.C.
"\ .I/2'X t-3/d'x.005"
28Y 1 \'i/d"DIA.IAC SCREWS 28Y �' t/4'OIA.LAG SCREWS FORMf.O STEEL O O
WOOD BSN I AT 6' FROM ENDS WOOD a ! \'AT S.FROM ENDS W
`"� AND 15'O.C.MAX. AND 78'O.C. MAX. (}+�
V Hyl
W STRIP ADAPTER_ p �j
ALUMINUM E TEELP ADAPTER
RUBBER W'SIRM%NG RUBBER W'STRIPPINO W
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OPTION 'A' OPTION 'BBM SEAL-Wim
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WOOD BUCK CONNECTION TO WOOD SUBSTRATA (WOOD SPECIFIC GRAVITY SG>D.SS MIN,) a
THE INSTAUATION METHODS SHOWN ABOVE SHOWS 7x8 SYP W000 BUCK ATTACHMENT
M
SO WOOD REWIRED
URES,IF THESE METHODS ARO R ANCHOR NO ADDITIONAL CALCUUTIONS/DESIGN j -"""-�•.,� Q
WILL BE REQI%ItED FOR DESIGN OF GARAGE ODOR ANCHORAGE. -
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD.INSTALLATION MAY SE Z
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION.
QU311LE ANCHOR 0 ACR4G 'ANCHORS - 0 SPACI 1�12
C SLEEVE W IRLD GONG '1-t 4 3OWLEI BY ECO F1lLED B OCH Z" 0 3YNAB LT&Y Y7' Co_ t-/ 2 a'STEEL STRUCTURE BY DINERSO5/10'X 1-5 8' MUST SUPPORT THE LOADS IMPOSED 3 aR-BOIT BT POWERS CONC. 2' ❑// a EVE-Atl BY StMP50N5 CONC._ t-t 2 L0 SCRA gY DOOR SYSTEMa' /
AT 12'O.C. CONCRETE 1'C a 3000 PSI MIN.
C-96 GROUT FILLED BLOCK I.-20DO PSI Mill. ^+ N 2
�� 6ji8"D`A 80175 r+
WOOD BUCK CONNECTION TO MASONRY �
WITH wasHEa& Nur �""��.�_�=�-._.��..�-" __ �_._-• �
t.�• - WI 12'O.C.MAX.
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO EDGE DIST.
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH
1/4' ULTRACON BY'ELCW WITH SPACING OF
t2"O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1/4'MIN.EMBED TAT
13"O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN. EMBED /2-1/2"MIN.EOOE DISTANCE 1-1f2' `-'..CON�4S EEL AHGLEX 14 OA 01/4" TAPPER BY'POWERS'WITH SPACING OFIt"O.C.INTO GROUT FILLED BLOCK WALL, WITH 1-i 2'MIN.EMBED 12 CA.CALV.STEEL
13"O.C.INTO 3000 PSI CONCRETE,WWII t-3/4"MIN.EMBED 18'X 2-I T �~FIAT BRACKETS t3'LONO �/ / 2-�B'x r x.14 GA.MIN. EOCE DISTANCE FKLET WELDS- AT 12'O.C.W OGOR OPNCCAL.STEEL TRACKAT t8'O.C.ABOVE QQOR OPNC. FASTENED TO TRACK PUTES
3J6'LO 13Y BY'FICO'OR 12"O.C.MAX. CONNECTED TO CONT.ANGLE WJ -20X5/a'TAUS H0.
J/8" LDT BY'l/W WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDE 61017L)D M,S. k LOC.NUT N
23"O.C.INTO 3000 PSI CONCRETE,WITH 2-t/2"MIN.EMBED C 0 A d .•
3'MIN. EDGE DISTANCE CONRNUOUc_ANGL IS9K RFy RCF SE TRACK CONTINUOLiRAGLE TRACK �2�
3/8"HLO SLEEVE BY'HIL71'W1111 SPACING OF IQ WOOD Rucu IE7�IEEL TO CCNGR[7E MIO FII!EC gy QCK
TO!
O.C.INTO GROUT FILLED BLOCK WALL,WITH 1••I 4'MIN.EMREO,4"MIN. EDGE 01ST.
g ,=_ max
128th,LtN0EDDGE DIST00 PSI C�NCR£TE.WITH I-1/4"MIN.EMBED AND
ALTERNATE TRACK INSTAIi_ATtON
PREEAMIGN OF JAMBS BY OTHERS Cagr:JA AD AHMAA Q n
FOR NEW CONSTRUCTION OF RECORD Oq ARCHITECT QN ENGT TO VERIFY PRODIUCT RENEWED
FY FLA.PC y 10692 Y�!�*16IVA nod" ( 1
ADEQUACY OF SUPPORTING STRUCTURE 10 SUPPORT LOADS IMPOSED CAN. 38
P=ft
.
BY DOOR SYSTEM. Q/ E'
FOR DOOR REPLACEMEN7 IN RETROFIT RUILEHNGS Willi NO ENGINEER OF i
$>ti-
RECORD, DOOR INSTALLATION MAY BE RE'AEWEO AND APPROVED BY
BUILDING OFFICIAL UPON INSPECTION, /y (1'drOwiRg R .
O
MAXIMUM EXTCRIOR(1•)LOAD PER JAMB (10.16' X 82 PSF)/2 291 Lb. per ft. 20{5 ! V2-2''�
MAXIMUM INTERIOR(-)LOAD PER JAMB ++ (10.16' X 44 PSF)/2 .,355.5 Lbs pm Ft. `e tr r:at 4 of 5
.SOD
*PLASTIC COMPLIES WITH
DOOR aANEL CHAPTER 26 OF FBC _ N
24 GA.(.024)sTEEI.MIN. SEE EVIDENCE PAGE
1.768 � 1.7e5 Q g[
7/16'OLk WASHER 1144 A
8
aa
/a% J14•SMS 21 3/4' ,
J + 1 O J/8'FROM MAX. .176 -6OU - 4
`tt I I Y ! AND 7"O.C. AX. WOW.1410TH Q�
* EXTERIOR FRAM£ * INTERIOR FRAME j�
+ # ' to 1/8^ RIMO PVC ONE PIECE INJECTION RICK)PVC ONE PIECE WIECTION
(4)ra X 3/4
SUS w = a MA%. ------
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AND 8-1/2"O.C.MAX. q. oil 0)
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at/4'•POUGARDONXTE LEXAN ( �..
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(4)Qa X 3/4'SNS INSIDE ELEVATION
b 1-3/a'FROM fHO6 RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
+11 AND 6-1/2"00M HAYS. WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
®ax 3/4'sus C
�y\
3/,.FROM ENDS 175 X.002 DEEP -
/YN
$ ,
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AND 7' O.G MAX. ., - - y
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DOOR PANEL EXTERIOR
24 OA. (.024)STEEL MIN. 16/!6"MRN. D.L.OPG. i
004f!PANEL + drawtnq no.
24 GA.(.024)STEEL WN. GLAZING WE 02-21
wlNDow W1011111ehest Sof